20201428 Ver 1_City of Charlotte - West Boulevard Extension_20210422

WEPG
Wetlands and Environmental Planning Group ) / Leonard S.Rindner, PLLC.
March 30, 2020
RFCePi !FD
Mr. Paul Wojoski
NC DWR APR 0[3 2021
401 & Buffer Permitting Unit DENR LAPdQCtUALITY
512 North Salisbury Street STORMWATER PERMITTING
Raleigh, NC 27604
Subject: Pre-Construction Notification for NWP#14 & Request for Preliminary Jurisdictional
Determination for the 40-acre West Boulevard Extension project, in Charlotte, Mecklenburg
County, North Carolina.
Dear Mr. Wojoski,
We submitted the following PCN for a NWP #14 for the above mentioned project electronically
to USACE. It has been received and assigned as SAW-2021-00703. I've enclosed a check for the
application fees in the amount of$570.00.
Please contact me at 828-699-3697 or [e-mail] if you have any questions.
Sincerely,
qr
Jeff Levi, Len Rindner, PWS
Biologist Principal
© O d N RECEIVED/NCDE4/DwR
APR 2 ?021 APR 0 8 2021
Water Quoi..,
DENR-WATER RESOURCES
TRANSPORTATION PERMITTING UNIT Permitting Section
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]
len.rindner @wetlands-epg.com 1

•
A
Wetlands and Environmental Planning Group
Leonard S.Rindner. PLLC.
Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW- Begin Date (Date Received):
Prepare file folder Assign Action ID Number in ORM
1. Project Name [PCN Form A2a]: West Boulevard Extension
2. Work Type: Private Institutional 1 Government Commercial
3. Project Description/Purpose [PCN Form B3d and B3e]:
To construct a roadway extending West Blvd from 1 485 to Dixie River Road and re routing of Garrison Road to West Blvd.
4. Property Owner/Applicant [PCN Form A3 or A4]: Applicant: City of Charlotte - Imad Fakhreddin
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 B5b]:
7. Project Location—Coordinates, Street Address, and/or Location Description [PCN Form B 1 b]:
35.19108 / -80.97184
8. Project Location—Tax Parcel ID [PCN Form Bla]: 74,.,42.09:141-142-06;,4,.,.3-,5;,.,.,3,.,9:,.,-,<2-07:,<,.,.3-01,141.,«.az:141.,43.03:,<,.,.�7:,,,-,3,.,a
9. Project Location—County [PCN Form A2b]: Mecklenburg
10. Project Location—Nearest Municipality or Town [PCN Form A2c]: Charlotte
11. Project Information—Nearest Waterbody [PCN Form B2a]: Beaverdam Creek
12. Watershed/ 8-Digit Hydrologic Unit Code [PCN Form B2c]: Upper Catawba / 03050101
Authorization: Section 10 Section 404 1 Section 10 and 404
Regulatory Action Type:
Standard Permit Pre-Application Request
✓ Nationwide Permit# 14 Unauthorized Activity
_ Regional General Permit # Compliance
I Jurisdictional Determination Request No Permit Required
Revised 20150602

WEPG
Wetlands and Environmental Planning Group Leonard S.Rindner, PLLC.
March 30, 2021
Mr. Bryan Roden-Reynolds
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue
Asheville, NC 28801
Mr. Byron Hamstead
U.S. Fish and Wildlife Service
Asheville Field Office
160 Zillicoa St.
Asheville, NC 28801
Mr. Alan Johnson
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
Subject: Pre-Construction Notification for NWP#14& Request for Preliminary Jurisdictional
Determination for the 40-acre West Boulevard Extension project, in Charlotte, Mecklenburg
County, North Carolina.
Dear Messrs. Roden-Reynolds,Johnson, Hamstead, and Wojoski,
Enclosed is a request for a Nationwide Permit#14 and a request for Preliminary Jurisdictional
Determination for the 40-acre West Boulevard Extension project to be located between 1485,
Dixie River Road, and a realignment of Garrison Road in Charlotte, NC. The site is a proposed
roadway extension consisting of 4 streams totaling approximately 1035 linear feet within the
project area.
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

WEPG
Wetlands and Environmental Planning Group Leonard S.Rindner, PLLC.
Due to the locations of the onsite aquatic features, complete avoidance of impacts was not
practicable. Impacts to site surface waters associated with the proposed roadway were limited
through site selection location, design, and location of the road crossings along the stream
valleys. A bridge is being proposed to span Beaverdam Creek and its floodplain avoiding
permanent impacts to this perennial stream and its floodplain. Proposed permanent loss to
jurisdictional waters associated with this roadway project will be approximately 278 linear feet
of intermittent stream. The City of Charlotte Umbrella Stream and Wetland Mitigation Bank
has accepted our request for 278 linear feet of compensatory mitigation. The acceptance letter
is included in this submittal.
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 Threatened and Endangered Species survey.
Also enclosed is a copy of the Cultural Resources Evaluation report for the site. One standing
middle-20th-century ranch-like dwelling was recorded within the project corridor boundary,
but is considered ineligible for the National Register of Historic Places (NRHP). The remains of
three other structures were located within or near the study corridor; however, these
properties have been razed/removed. These resources are considered ineligible for the NRHP
and it appears that the West Boulevard Extension project will not adversely impact properties
eligible for the NRHP.
We appreciate the opportunity to provide this information. Please contact me at 828-699-3697
or [e-mail] if you have any questions.
Sincerely,
9/,
Jeff Levi, Len Rindner, PWS
Biologist Principal
Charlotte Office: www.wetlands-epg.com Asheville Office:
I0612-D Providence Rd. 1070 Tunnel Rd.,Bldg. I
PMB 550 Suite 10,PMB 283
Charlotte,NC 28277 Asheville.NC 28805
[phone]
[e-mail] 2

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Permit Application

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Office Use Only:
Corps action ID no.
o -c 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: 14 or General Permit(GP) number:
1 c. Has the NWP or GP number been verified by the Corps? El Yes ❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
X❑ 401 Water Quality Certification—Regular El Non-404 Jurisdictional General Permit
El 401 Water Quality Certification—Express El Riparian Buffer Authorization
le. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required? 401 Certification:
El Yes ❑X No ❑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 ❑X Yes El No
or in-lieu fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes ❑X No
below.
lh. Is the project located within a NC DCM Area of Environmental Concern (AEC)? El Yes ❑X No
2. Project Information
2a. Name of project: West Boulevard Extension
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: See attached table
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 10
PCN Form—Version 1.4 January 2009

A3. Owner Information
3a. Name(s)on Aubrey 1 Elam Jr& Crescent River Charles Torrence III Moses Maurice Bupsong Choe& Chong Cha Kim PTC-R LLC
Recorded Deed Rodney J Elam Jr& District LLC &Ethel Torrence et lehfed&Alain Chong Suk Choe
Amara Mazzucco al. Jebara
3b.Deed Book and DB 12545/PG 548 DB 35554/PG 146 DB 34157/PG 127 DB 32576/PG 481 DB 16406/PG 852 DB 34917/PG 640 DB 33080/PG 358
Page No. DB 354496/PG 962 DB 04251/PG 873 DB 17296/PG 905
3c. Responsible Party Chase Kerley
(for LLC if applicable)
3d.Street Address: 5017 Sirus Ln 227 W Trade St 10114 Garrison Rd 3609 Yearling Ct 1900 E Eads St 876 Curtis St 4725 Piedmont Row Dr,
Unit 601 Unit 3302 STE 800
3e.City,state,zip: Charlotte, NC 28208 Charlotte, NC 28202 Charlotte, NC 28278 Matthews, NC 28105 Arlington,VA 22202 Honolulu, HI 96813 Charlotte, NC 28210
3f.Telephone no.:
3g. Fax no.:
3h. Email address
Bla.Parcel ID 141-142-09 141-142-06 141-142-07 141-143-01 141-143-02 141-143-07 141-131-18
141-143-15 141-143-03
141-131-19

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent 0 Other, specify: City of Charlotte-buyer/future easement owner
4b. Name: Imad Fakhreddin
4c. Business name City of Charlotte
(if applicable):
4d. Street address: 600 E 4th St
4e. City, state, zip: Charlotte, NC 28202
4f. Telephone no.: 704-634-9650
4g. Fax no.:
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Jeff Levi
5b. Business name Leonard S. Rindner, PLLC -Wetlands& Enviromental Planning Group
(if applicable):
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: [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): See previous attached table
lb. Site coordinates(in decimal degrees): Latitude: 35.19108 Longitude: -80.97184
1c. Property size: 40 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:
Majority of the project area is disturbed mixed pine-hardwood forested with surrounding light residential.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams(intermittent and perennial)on the property: 1,035
3d. Explain the purpose of the proposed project:
To construct a roadway extending West Blvd from 1485 to Dixie River Road and re routing of Garrison Road to West Blvd.
3e. Describe the overall project in detail, including the type of equipment to be used:
Excavation and grading of the site will use standard equipment-excavator,tradchoe,dump trucks,etc.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ❑Yes ❑X No ❑ Unknown
Corps or State been requested or obtained for this property/ Comments:
project(including all prior phases)in the past?
4b. If the Corps made the jurisdictional determination,what type Preliminary Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name(if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for ❑Yes ❑X No ❑Unknown
this project(including all prior phases) in the past?
5b. If yes, explain in detail according to"help file'instructions.
6. Future Project Plans
6a. Is this a phased project? ® Yes ❑X No
6b. If yes, explain.
Future projects may include extending West Blvd west of Dixie River Road. This has not been definitively planned at this time.
Page 3 of 10
PCN Form—Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project(check all that apply):
❑ Wetlands © Streams—tributaries ❑ Buffers ❑ Open Waters 0 Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site,then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of
number Corps(404,10)or impact
Permanent(P)or DWQ (401, other) (acres)
Temporary(T)
W1 - Choose one Choose one Yes/No -
VV2 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:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts(including temporary impacts) proposed on the site,then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial (PER)or Type of Average Impact
number intermittent(INT)? jurisdiction stream length
Permanent(P)or width (linear
Temporary(T) (feet) feet)
S1 T Dam construction Stream WA INT Corps 8 44
S2 P Culvert Stream WA INT Corps 5 267
83 T Dam construction Stream WB INT Corps 5 33
S4 P Culvert Stream WB INT Corps 4 11
S5 T Temp haul road Beaverdam Creek PER Corps 20 50
S6 Choose one - -
3h. Total stream and tributary impacts 405
3i. Comments:
Coffer dams will temporarily impact 77 If of streams and a temporary haul road crossing will temporarily impact 50 If of stream. Culvert will permanently
impact 278 If of streams.
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 individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact(acres)
Permanent(P)or type
Temporary(T)
01 - Choose one Choose
02 - Choose one Choose
03 - Choose one Choose
04 - Choose one Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed,then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts(acres) Stream Impacts(feet) Upland
purpose of pond (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. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number— mitigation impact impact
Permanent(P)or required? (square (square
Temporary(T) feet) 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
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The layout of the roadway was designed to minimize impacts as complete avoidance is not feasible due to the aquatic features in the project area. A
bridge will span Beaverdam Creek and its floodplain avoiding permanent impacts to the perennial stream. Headwalls are being proposed to minimize
the stream impacts in the intermittent streams. The location of the road crossings were chosen to avoid meandering sections and minimize linear
footage of impacts.
lb. 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 0 Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by(check all that apply): ❑ DWQ 0 Corps
N Mitigation bank
2c. If yes, which mitigation option will be used for this ❑ Payment to in-lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:City of Charlotte Umbrella Stream and Wetland Mitigation Bank
Type: Stream Quantity: 556
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one 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 ❑ 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
la. Does the project include or is it adjacent to protected riparian buffers identified El Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
lb. 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? oho
2b. Does this project require a Stormwater Management Plan? ❑X Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan,then provide a brief, narrative description of the plan:
Stormwater for the roadway will be treated with 2 BMPs. One surface sand filter and one wet pond. Stormwater plan has been designed to meet
Mecklenburg County Stormwater criteria. See sheet 3 in Plans/Exhibits.
2e. Who will be responsible for the review of the Stormwater Management Plan? Mecklenburg county
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Mecklenburg County
El Phase II
3b. Which of the following locally-implemented stormwater management programs CI NSW
❑ 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 0 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 El No
Page 8 of 10
PCN Form—Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public(federal/state/local)funds or the ❑Yes ❑X No
use of public(federal/state) land?
1 b. If you answered"yes"to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑Yes ❑No
(North Carolina) Environmental Policy Act(NEPA/SEPA)?
1 c. If you answered"yes"to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑Yes ❑No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules(15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, El Yes ❑X No
or Riparian Buffer Rules(15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑Yes ❑X No
2c. If you answered"yes"to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts(DWQ Requirement)
3a. Will this project(based on past and reasonably anticipated future impacts) result in N 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.
Cumulative effects are unknown at this time.As future development is proposed,impacts will be minimized and the project will go through the typical
permitting process.The project will rely heavily on existing infrastructure to minimize impacts and future impacts.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project,or available capacity of the subject facility.
Page 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 El 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 of concern were identified. See attached 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?
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?
See attached Cultural Resources Evaluation Report
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
The project is proposing using a bridge to span Beaverdam Creek and its floodplain. No permanent impacts are being proposed to Beaverdam Creek.
No elevation changes are being proposed.Temporary 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 ?le/Aw . 03/31/2021
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

DWR Pre-Filing Meeting Request Form `°,.
NORTH NA
EnvIronowdeletoRty
ID#k 20201428 Version* 1
Regional Office* Mooresville Regional Office- [phone]
Reviewer List* Donna Hood
Pre-Filing Meeting Request submitted 10/6/2020
Contact Name* Jeff Levi
Contact Email Address* [e-mail]
Project Name' West Boulevard Extension
Project Owner* Creseen�itice Typo: Should have been
City of Charlotte
Project County* Mecklenburg
Owner Address: Street Address
227 W. Trade Stleet,Suite 10oo Typo: 600 E 4th St.
City State/R avince i Region
Charlotte NC
bst v Zip Oxc Country
28202 USA
Is this a transportation project?' Yes r No
Type(s) of approval sought from the DWR:
P. 401 Water Quality Certification- r 401 Water Quality Certification-
Regular Express
E Individual Permit E Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes a No
Do you know the name of the staff member you would like to request a meeting with?
Alan Johnson
Please give a brief project description below.*

The forthcoming PCN will be a request for Nationwide Permit#14 for the
West Boulevard Extension project located east of 1485 in Charlotte. NC.
The site is a proposed extension of West boulevard west to Dixie River
Road and a realignment of Garrison road. The road is being proposed to
service The River District west of 1485 and east of the Catawba Permanent impacts have
River consisting of three streams. The proposed plan will include 107 linear been reduced to 278 LF.
feet of temporary impacts and 289 linear feet of permanent impacts to Temp impacts now 127LF.
streams.
Please give a couple of dates you are available for a meeting.
10/22/2020
Please attach the documentation you would like to have the meeting about.
18700F -Overall Project Limits.pdf 3.42MB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your projects thirty-day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty-day clock has expired, and you can submit an
application.
Signature
CX#064.
Submittal Date 10/6/2020

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Jurisdictional
Determination Request
Information

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

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: +/- 40 acres including 9814 Garrison Rd.
City, State: Charlotte , NC 28278
County: Mecklenburg
Parcel Index Number(s) (PIN): See parcel owners table
B. REQUESTOR INFORMATION
Name: Leonard S. Rindner, PLLC, WEPG
Mailing Address: 10612-D Providence Road, PMB 550
Charlotte NC 28277
Telephone Number: 828-442-1419
Electronic Mail Address: [e-mail]
Select one:
▪ I am the current property owner.
✓❑ I am an Authorized Agent or Environmental Consultant'
nInterested Buyer or Under Contract to Purchase
▪ Other, please explain.
C. PROPERTY OWNER INFORMATION2
Name: see parcel owners table
Mailing Address:
Telephone Number:
Electronic Mail Address:
' Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request(copy of Deed,County GIS/Parcel/Tax Record).
Version:May 2017 Page 2

Parcel Owner Table
Parcel ID 141-142-09 141-142-06 141-142-07 141-143-01 141-143-02 141-143-07 141-131-18
141-143-15 141-143-03
141-131-19
Name(s)on Aubrey 1 Elam Jr& Crescent River Charles Torrence III Moses Maurice Bupsong Choe& Chong Cha Kim PTC-R LLC
Recorded Deed Rodney J Elam Jr& District LLC &Ethel Torrence et Lehfed&Alain Chong Suk Choe
Amara Mazzucco al. Jebara
Deed Book and Page DB 12545/PG 548 DB 35554/PG 146 DB 34157/PG 127 DB 32576/PG 481 DB 16406/PG 852 DB 34917/PG 640 DB 33080/PG 358
No. DB 354496/PG 962 DB 04251/PG 873 DB 17296/PG 905
Responsible Party Chase Kerley
(for LLC if applicable)
Street Address: 5017 Sirus Ln 227 W Trade St 10114 Garrison Rd 3609 Yearling Ct 1900 E Eads St 876 Curtis St 4725 Piedmont Row Dr,
Unit 601 Unit 3302 STE 800
City,state,zip: Charlotte, NC 28208 Charlotte, NC 28202 Charlotte, NC 28278 Matthews, NC 28105 Arlington,VA 22202 Honolulu, HI 96813 Charlotte, NC 28210

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION3,4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Chase Kerley - Crescent River District, LLC
Print Name
Capacity: [1 Owner n Authorized Agents
2.19.21
Date
!te
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
El I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
�✓ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
EA Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
❑ Other:
3 For NCDOT requests following the current NCDOT/USACE protocols,skip to Part E.
If there are multiple parcels owned by different parties,please provide the following for each additional parcel on a
continuation sheet.
Must provide agent authorization form/letter signed by owner(s).
Version:May 2017 Page 3

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION3'4
By signing below, I authorize representatives of the Wilmington District,U.S. Army Corps of
Engineers (Corps)to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Moses Maurice Lehfed
Print Name
Capacity: ❑✓ Owner nAuthorized Agents
gI) I /21
Date
rgnature
•
E. REASON FOR JD REQUEST: (Check as many as applicable)
El I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
0 I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
HA Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
El I believe that the site may be comprised entirely of dry land.
El Other:
D For NCDOT requests following the current NCDOT/USACE protocols,skip to Part E.
If there are multiple parcels owned by different parties,please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).
Version:May 2017 Page 3

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION3.4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps)to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I,the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Aubrey J Elam, Jr
Print Name
Capacity: ❑✓ Owner ❑Authorized Agents
Au5057! 6; aDav
Date
Signaturel ' gi 9'
E. REASON FOR ID REQUEST: (Check as many as applicable)
I intend to construct/develop a project or perform activities on this parcel which would be
esigned to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
❑✓ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
HA Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
8 I believe that the site may be comprised entirely of dry land.
Other:
3 For NCDOT requests following the current NCDOT/USACE protocols,skip to Part E.
4 If there are multiple parcels owned by different parties,please provide the following for each additional parcel on a
continuation sheet.
$ Must provide agent authorization form/letter signed by owner(s).
Version:May 2017 Page 3

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION3•4
By signing below,I authorize representatives of the Wilmington District, U.S.Army Corps of
Engineers (Corps)to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary,and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I,the
undersigned,am either a duly authorized owner of record of the property identified herein,or
acting as the duly authorized agent of the owner of record of the property.
Chong Cha Kim
Print Name
Capacity: ❑✓ Owner ❑Authorized Agents
Date
_CA2i
Sigtatu
E. REASON FOR JD REQUEST: (Check as many as applicable)
I intend to construct/develop a project or perform activities on this parcel which would be
esigred to avoid all aquatic resources.
▪ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
�✓ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps,and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the ID is to be used in the permitting process.
I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
HA Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
HI believe that the site may be comprised entirely of dry land.
Other:
3 For NCDOT requests following the current NCDOT/USACE protocols,skip to Part E.
4 if there are multiple parcels owned by different parties,please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).
Page 3
Version:May 2017

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION3•4
By signing below, I authorize representatives of the Wilmington District, U.S.Army Corps of
Engineers(Corps)to enter upon the property herein described for the purpose of conducting on-
site investigations, if nrrnsary,and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I,the
undersigned, am either a duly authorized owner of record of the property identified herein,or
acting as the duly authorized agent of the owner of record of the property.
Bupsonq Choe
Print Name
Capacity: El Owner 0 Authorized Agents
9/a9/s-o
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
I intend to construct/develop a project or perform activities on this parcel which would be
esigned to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
Q✓ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps,and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
U I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps;this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
HA Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
HI believe that the site may be comprised entirely of dry land.
Other:
3 For NCDOT requests following the current NCDOT/USACE protocols,skip to Part E.
4 If there are multiple parcels owned by different parties,please provide the following for each additional parcel on a
continuation sheet.
s Must provide agent authorization form/letter signed by owner(s).
Version:May 2017 Page 3

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION34
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers(Corps)to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I,the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
- PTC-R, LLC
Print Name
Capacity: © Owner 0 Authorized Agents
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
[ intend to construct/develop a project or perform activities on this parcel which would be
esigned to avoid all aquatic resources.
0 I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
✓Q I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
• I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
EA Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
I believe that the site may be comprised entirely of dry land.
Other:
3 For NCDOT requests following the current NCDOT/USACE protocols,skip to Part E.
4 if there are multipk parcels owned by different parties,please provide the following for each additional parcel on a
continuation sheet.
3 Must provide agent authorization form/letter signed by ownerts).
Version:May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION(JD)TYPE (Select One)
nI am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD)provides an indication that there may
be "waters of the United States"or"navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional"waters of
the United States". PJDs cannot be appealed(33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
❑ I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination(MD) is a determination that
jurisdictional"waters of the United States"or"navigable waters of the United
States"are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner,permit applicant, or other"affected
party" (33 C.F.R. 331.2)who receives an MD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
ElI am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
n Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
nSize of Property or Review Area 40 acres.
nThe property boundary (or review area boundary) is clearly physically marked on the site.
Version:May 2017 Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
❑✓ Project Coordinates (Decimal Degrees): Latitude: 35.19108
Longitude: -80.97184
nA legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
• North Arrow
• Graphical Scale
• Boundary of Review Area
• Date
• Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
• Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
• Jurisdictional non-wetland features (i.e. tidalnavigable waters, tributaries,
impoundments) should be labeled as Non-Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
• Isolated waters, waters that lack a significant nexus to navigable waters, or non-
jurisdictional upland features should be identified as Non-Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or"Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
• Wetland and non-wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non-wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
riCompleted Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled"Survey Standards for Jurisdictional Determinations"to ensure that the
supplied map meets the necessary mapping standards. http://www.saw.usace.armv.mil/Missions/Regulatory-Permit-
Program/J uri sdiction/
Version:May 2017 Page 5

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

WEPG
Wetlands and Environmental Planning Group Leonard S.Rindner, PLLC.
Agent Authorization Letter
The purpose of this form is to authorize our firm to act on your behalf in matters related to aquatic
resource (i.e. stream/wetlands) identification/mapping and regulatory permitting. The
undersigned, who are either registered property owners or legally authorized to conduct due
diligence activities on the property as identified below, do hereby authorize associates of
Leonard S. Rindner, PLLC, Wetlands and Environmental Planning Group (WEPG)to act on my
behalf and take all actions necessary for the processing, issuance, and acceptance of applicable
permit(s) and/or certification(s).
Project/Site Name: West Blvd Extension
Property Address: Charlotte, NC
:PIN 14114209,14114207,14114206,14114301,14114302,14114315,14113119,14113118,
Parcel Identification Number
(PIN): 14114303,14114307
Select one: I am an interested buyer/seller
Name: Imad Fakhreddin
Company: CITY OF CHARLOTTE
Mailing Address: 600 E 4TH ST, CHARLOTTE, NC 28202
Telephone Number: 704-634-9650
Electronic Mail Address: [e-mail]
c. ouuitoffu deisip 02/26/2021
Property Owner/Interested Buyer*/Other* Date
' The Interested Buyer/Other acknowledges that an agreement and/or formal c5ontract to purchase and/or conduct
due diligence activities exists between the current property owner and the signatory of this authorization in cases
where the property is not owned by the signatory.
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]
len.rindner©wedands-epg.com 2

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: Click here to enter a date.
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Wetlands& Environmental Planning Group, Patrick,
Kealy, 10612-D Providence Road,PMB 550,Charlotte,NC,28277
C. DISTRICT OFFICE, FILE NAME,AND NUMBER: Wilmington District, West Boulevard Extension,
Charlotte Regulatory Field Office
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: (+/-) 40 acres from West Blvd at 1-485
interchange westward to Dixie River Rd and southward to Garrison Rd, Charlotte,NC 28278
(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:35.19108,Longitude: -80.97184
Universal Transverse Mercator: 17s,WGS84
Name of nearest waterbody: Beaverdam Creek
E. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH"MAY BE"SUBJECT TO REGULATORY
JURISDICTION.
Estimated amount of Geographic authority to
Type of aquatic
aquatic resources in which the aquatic resource
Site Number Latitude(decimal Longitude(decimal review area(acreage resources(i.e., "may be"subject(i.e.,
degrees) degrees) wetland vs.non-
and linear feet,if wetland waters) Section 404 or Section
applicable 10/404)
Intermittent 364 LF Non wetland
35.19061000 -80.97424000 404
Stream WA 0.03 acres waters
Intermittent 88 LF Non wetland
35.19044000 -80.97425000 404
Stream WB 0.01 acres waters
Intermittent 258 LF Non-wetland
35.18997000 -80.97925000 404
Stream WC 0.02 acres waters
Perennial
Stream 325 LF Non-wetland
Beaverdam 35.19003000 -80.98080000 404
0.09 acres waters
Creek

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

SUPPORTING DATA. Data reviewed for PJD(check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:Fig1_Approximate Wetland Map,dated 03/24/21 _
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑Office concurs with data sheets/delineation report.
❑Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑Corps navigable waters'study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑USGS NHD data.
❑USGS 8 and 12 digit HUC maps.
®U.S.Geological Survey map(s).Cite scale&quad name: 1:24000 Charlotte West NC Quad. Fig. 4(2019)dated
02/24/21, Fig. 5 (1993)dated 02/24/21
® Natural Resources Conservation Service Soil Survey. Citation: Mecklenburg County.NC, Sheet 6, 1980: Fig. 6 dated
02/24/21.
0 National wetlands inventory map(s). Cite name: Fig. 8 dated 02/24/21
❑State/local wetland inventory map(s):
❑FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
Photographs: ®Aerial (Name & Date):Fig 3.Aerial Map dated 02/24/21
or®Other(Name&Date): West Blvd Ext_Photo log, photos 1 — 10 dated 02/26/21
❑ Previous determination(s). File no. and date of response letter:
®Other information(please specify): Fig 7. NRCS Soils Map—Hydric Soil Rating(Web soil survey)dated 02/24/21
Fig 9. Tax Parcel Map,dated 03/31/21
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional determinations.
03/31/21
Signature and date of Regulatory
staff member completing ND Signature and date person requesting PJD
Click here to enter a date. (REQUIRED, unless obtaining the signature is
impracticable)t
t Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.

APPROXIMATE AQUATIC RESOURCE LINEAR FEET AND ACRES
WETLANDS Acres STREAMS LF Acres WEST BOULEVARD
EXTENSION
Intermittent Stream WA 364 0.030
Intermittent Stream WB 88 0.010 Aquatic Resource
Intermittent Stream WC 258 0.020 Acreage Table
Perennial Stream Beaverdam
Creek 325 0.090
Notes:
SUBTOTAL 0 SUBTOTAL 1035 0.150
TOTAL WETLAND 0 TOTAL STREAMS 1035 0.15
Prepared for
Land Design
TOTAL SITE ACREAGE 40 223 N Graham Street
Charlotte, NC 28202
TOTAL WETLAND AND STREAM ACREAGE 0.15
TOTAL UPLAND ACRES 39.85 \ /
WEPG _
Wetlands and Environmental Planning Group Leonard S. Rindner. PLLC.

Cowardin_Codel FIGM_Code R_Qetertnine_Cod
Intermittent Stream WA North Carolina R4 Linear 364 FOOT PJD404 35.19061000 -80.97424000
Intermittent Stream WB North Carolina R4 Linear 88 FOOT PJD404 35.19044000 -80.97425000
Intermittent Stream WC North Carolina R4 Linear 258 FOOT PJD404 35.18997000 -80.97925000
Perennial Stream Beaverdam Creek North Carolina R3 Linear 325 FOOT PJD404 35.19003000 -80.98080000

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4 VICINITY MAP
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III
FIGURE (+/-)40 Mecklenburg County, NC PJK/JAL Wetlands and Envronmental Planning Group
2 Prepared for: Leonard S.Rindner, PLLC,
02/24/21 VICINITY MAP Land Design [e-mail]
Approximate Location,For Study Purposes Only 223 N Graham Street [phone]
Subject to USACE,NCDEQ and CMSS verification Charlotte,NC 28202 www.wetlands-epg.com

2019 Aerial Map
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Prepared for: Leonard S Rindner. PLLC,
3 2019 Aerial Map—Approximate Location Land Design
02/24/21 B len nndnerra wetands-epg.corn
For Study Purposes Only 223 N Graham Street (704;904-2277
Subject to USACE and NCDEQ verification Charlotte,NC 28202 www.wedands-epg.corn

USGS MAP-Charlotte West, NC Quadrangle (2019) •
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FIGURE (+/-)40 Mecklenburg County, NC PJK/JAL Wetlands and EnvironmenralPianningGroup
Prepared for. Leonard S.Rindner, PLLC,
4 USGS Map—Charlotte West, NC Quad. (2019) Land Design
02�24�21 g [e-mail]
Approximate Location,For Study Purposes Only 223 N Graham Street [phone]
Subject to USACE,NCDEQ and CMSS verification Charlotte,NC 28202 www.wedands-epg.com

USGS MAP - Charlotte West, NC Quadrangle (1993)
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FIGURE (+/-)40 Mecklenburg County, NC PJK/JAL Wetlands and Environmental Planning Group
5 Prepared for: Leonara Rindner, PLLC.
USGS Map—Charlotte West, NC Quad. (1993)
02/24/21 Land Design len•rindner .)wedands•epg.com
Approximate Location,For Study Purposes Only 223 N Graham Street [phone]
Subject to USACE and NCDEQ verification Charlotte,NC 28202 www.wedands-epg.com

NRCS ARCHIVED SOIL MAP—MECKLENBURG COUNTY
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LOCATION 1-)r30 United States Department of Agriculture, Natural
Lat: 35.19108 °N, Long: -80.97184 °W '` . / Resources Conservation Service. 1980.
,,`' .y
HUC: 03050101 (Upper Catawba) ' `' Soil survey Mecklenburg County, Noah Carolina.Sheet 6 J
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FIGURE (+/-)40 Mecklenburg County, NC PJK/JAL Wetlands and Environmental Planning Group
Prepared for: Leonard S.Rindner, PLLC.
6 NRCS PUBLISHED SOILS MAP Land Design
02/24/21 (MecklenburgCounty,NC.Sheet 6) 223 N Graham Street (704)len.rindner 42277epg.com
Subject to USACE and NCDEQ verification Charlotte,NC 28202 www.wedands-epg.com

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Subject to USACE verification Charlotte,NC 28202 www.wedands-epg,com

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N Land Design len.rindner(evwedands-epg.com
1v https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey 223 N Graham Street [phone]
Subject to USACE verification Charlotte,NC 28202 www.wotlands-epg,com

tit+
Hydric Rating by Map Unit 1
3
Map unit symbol Map unit name Rating Acres in AO1 Percent of AOI t
il tt
CeB2 Cecil sandy clay loam,2 0 168.6 39.6% • I
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3
CeD2 Cecil sandy clay loam, 8 0 96.2 22.6%
to 15 percent slopes,
moderately eroded v
EnB Enon sandy loam, 2 to 8 0 13.4 3.1% a
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EnD Enon sandy loam, 8 to 0 12.4 2.9% o 2 N CO
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percent slopes, z c
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to 45 percent slopes a •o
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VaD Vance sandy loam,8 to 0 0.2 0.1% -1 v '°a a
15 percent slopes m 6 3 z 1
WkB Wilkes loam,4 to 8 0 0.7 0.2% w 2 o
percent slopes 3 Z
3
WkD Wilkes loam,8 to 15 0 2.1 0.5% N
0.
percent slopes
r
WkE Wilkes loam, 15 to 25 0 4.6 1.1%
percent slopes
FIGURE:
WkF Wilkes loam, 25 to 45 0 18.1 4.3% 7c
percent slopes
Totals for Area of Interest 425.3 100.0% Date:
02/24/21

•+I LOCATION
r1,41Li",',r. W ���U.S. Fish and Wildlife Service Lat: 35.19108 °N a'
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August 29, 2019 This map is for general reference only.The US Fish and Wildlife
g Service is not responsible for the accuracy or currentness of the
D base data shown on this map.All wetlands related data should
Wetlands Freshwater Emergent Wetland 1.1 Lake be used in accordance with the layer metadata found on the
Estuarine and Marine Dee water Wetlands Mapper web site. FIGURE
0 p Freshwater Forested/Shrub Wetland ❑ Other 8
1 Estuarine and Marine Wetland n Freshwater Pond I 1 Riverine
National Wetlands Inventory(NWII 02/24/21
This page was produced by the NWI mapper

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! PARCEL ID: 141 142 09 PARCEL ID:141 142 07 Moses Maurice Lehfe14,t-'ern——— / \ o E2
a- Aubrey J Elam Jr& Charles Torrence III &Alain JebdKa Crescent River District v
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Study Limits Crescent River(District LLCM —441-14 -03 (—I � x o v vi(+/-)40 acres DB 35554/PG1146 7 Bupsont Choe 84 I R'CELID: 1,1-14`3-Q7 % - 1- m o a
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c�sj�tdam Cre2 l7 — — I _ LOCATION
e AN/ Lat: 35.19108 2N, Long: -80.97184 2W A� FIGURE
0 0.0375,.075 0.15 Miles :�,Y/�`'', I HUC: 03050101 (Upper Catawba) �� '
I t t t l t t t l n_ -/ N ` 9
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds.plats,tax maps.surveys,planimetric maps•and other public records and data
Users of this map or report are hereby notified that the aforementioned public primary information sources should be consulted for verification.Mecklenburg County and its mapping contractors assume no legal 03/31/21
responsibility for the information contained herein.

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PHOTO 1: View of non-aquatic feature (gully or swale), facing upslope.
DATE/TIME: 2019:07:14—02:42:00, COORDINATES: 35.19038, -80.98173
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PHOTO 2: View of non-aquatic feature (gully or swale), facing upslope.
DATE/TIME: 2019:07:14—02:30:00, COORDINATES: 35.19033, -80.98112
West Boulevard Extension;Mecklenburg County,NC
�G - - Representative Landscape Photographs
Wetlands and Environmental Planning Group Leonard S.Rindner, PLLC.

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PHOTO 3: View of non-aquatic feature (gully or swale), facing upslope.
DA,TF/TIME: 2019.07:14 03:01:00, COORDINATES: 35.18975, -80.98126
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PHOTO 3a: View of non-aquatic feature (gully or swale), facing downslope.
DATE/TIME: 2019:07:14—03:01:00. COORDINATES: 35.18975. -80.98126
West Boulevard Extension;Mecklenburg County,NC
Representative Landscape Photographs
Wetlands and Environmental Planning Group Leonard S.Rindner. PLLC,

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PHOTO 4: View of non-aquatic feature (gully or swale), facing upslope.
DATE/TIME: 2019:07:14—02:22:00, COORDINATES: 35.19077, -80.98082
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PHOTO 5: View of origin of Intermittent Stream WC and upslope.
DATE/TIME: 2020:09:27—02:42:00, COORDINATES: 35.19003, -80.97897
West Boulevard Extension;Mecklenburg County,NC
Iyf f jG Representative Landscape Photographs
Wetlands and Environmental Planning Group Leonard 5.Rindner. PLLC.,

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PHOTO5a: View uf origin of Intermittent Stream WC, facing dovvns|ope.
DATE/T|ME: ZO2O:O9:27—O2:41:OO' COORDINATES: 35.l9003, '8O.97897
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PHOTOG: View uf Perennial Stream 8caverdanm Creek,� facing updope.
DATE/TIME: 2021:02:15-02:51:00. CO(}RD|NATE5: 35.190O9. -8O.98O78
West Boulevard Extension;Mecklenburg County,NC
Representative Landscape Photographs
vwwawds and EfrAnonnentalplammoGroup Leonard S.Rimdnwr, p4C.

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PHOTO 7: View of non-aquatic feature (gully or swale), facing upslope.
DATE/TIME: 2019:07:14 —01:37:00, COORDINATES: 35.19111, -80.97636
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PHOTO 8: View of non-aquatic feature (gully or swale), facing upslope.
DATE/TIME: 2019:07:14—02:22:00, COORDINATES: 35.19034, -80.97431
West Boulevard Extension;Mecklenburg County,NC
WECr G Representative Landscape Photographs
Wetlands and Environmental Planning Group Leonard S.Rindner. PLLC.

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PHOTO 9: View of Intermittent Stream WB near origin, facing downslope.
DATE/TIME: 2019:07:14— 12:09:00, COORDINATES: 35.19045, -80.97427
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PHOTO 10: View of Intermittent Stream WA near origin, facing downslope.
DATE/TIME: 2019:07:14— 12:16:00, COORDINATES: 35.19053, -80.97409
West Boulevard Extension;Mecklenburg County,NC
wE'Wetlandsf ' Representative Landscape Photographs
and Environmental Planning Group Leonard S.Rindner, PLLC.

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PHOTO 10a: View of non-aquatic feature (gully or svva|e), facing ups|ope.
DATE/T|ME: IO19:07:14— lZ:19:0[\ COORDINATES: 3I19O53' '8O.974O9
West Boulevard Extension;Mecklenburg County,mc
Representative Landscape Photographs
Wetlands and s"vi"mnnenW Planning Group Leonard sPinuper. pLmC.

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: West Blvd Extension City/County: Charlotte/Mecklenburg Sampling Date: 09/27/20
Applicant/Owner: Land Design State: NC Sampling Point: DP1:upld
Investigator(s): WEPG Section,Township,Range:
Landform(hillside,terrace,etc.): valley Local relief(concave,convex,none): concave Slope(%): 2
Subregion(LRR or MLRA): LRR P,MLRA 136 Lat: 35.19086 Long:-80.97624 Datum: WGS84
Soil Map Unit Name: WkE:Wilkes loam 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 Circumstance&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#1 (DP1)is representative of a upland.Conditions were'Wetter than Normal"compared to the 30 year normal range.
(Antecendent Precipitation Tool for this location on 09/27/20)
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required:check all that aoolv) _Surface Soil Cracks(66)
_Surface Water(A1) True Aquatic Plants(B14) Sparsely Vegetated Concave Surface(68)
High Water Table(A2) Hydrogen Sulfide Odor(C1) _Drainage Patterns(610)
_Saturation(A3) _Oxidized Rhizospheres on Living Roots(C3) Moss Trim Lines(B16)_
_Water Marks(B1) _Presence of Reduced Iron(C4) _Dry-Season Water Table(C2)
_Sediment Deposits(82) _Recent Iron Reduction in Tilled Soils(C6) Crayfish Burrows(C8)
_Drift Deposits(63) _Thin Muck Surface(Cl) _Saturation Visible on Aerial Imagery(C9)
_Algal Mat or Crust(64) _Other(Explain in Remarks) _Stunted or Stressed Plants(D1)
_Iron Deposits(65) _Geomorphic Position(D2)
_Inundation Visible on Aerial Imagery(B7) —Shallow Aquitard(D3)
_Water-Stained Leaves(B9) _Microtopographic Relief(D4)
_Aquatic Fauna(613) —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 2.0

VEGETATION (Five Strata) -Use scientific names of plants. Sampling Point: DP1: upld
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet:
1. Pinus taeda 25 Yes FAC Number of Dominant Species
2. Ulmus americana 20 Yes FACW That Are OBL,FACW,or FAC: 5 (A)
3. Liquidambar styraciflua 20 Yes FAC Total Number of Dominant
4. Quercus stellate 10 No UPL Species Across All Strata: 11 (B)
5. Percent of Dominant Species
6. That Are OBL,FACW,or FAC: 45.5% (NB)
75 =Total Cover Prevalence Index worksheet:
50%of total cover: 38 20%of total cover: 15 Total%Cover of: Multiply by:
Saolina Stratum (Plot size: 15 ) OBL species 0 x 1 = 0
1. Liquidambar styraciflua 30 Yes FAC FACW species 20 x 2= 40
2. Comus florida 10 Yes FACU FAC species 95 x 3= 285
3. Ulmus elate 10 Yes FACU FACU species 145 x 4= 580
4. UPL species 10 x 5= 50
5. Column Totals: 270 (A) 955 (B)
6. Prevalence Index =B/A= 3.54
50 =Total Cover Hydrophytic Vegetation Indicators:
50%of total cover: 25 20%of total cover: 10 _1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 15 ) _2-Dominance Test is>50%
1. Ligustrum sinense 50 Yes FACU _3-Prevalence Index is s3.0'
2. Elaeagnus angustifolia 20 Yes FACU _4-Morphological Adaptations'(Provide supporting
3. Liquidambar styraciflua 10 No FAC data in Remarks or on a separate sheet)
4. _Problematic Hydrophytic Vegetation'(Explain)
5. 'Indicators of hydric soil and wetland hydrology must
6. be present,unless disturbed or problematic.
80 =Total Cover Definitions of Five Vegetation Strata:
50%of total cover: 40 20%of total cover: 16 Tree-Woody plants,excluding woody vines,
Herb Stratum (Plot size: 5 ) approximately 20 ft(6 m)or more in height and 3 in.
1. Ligustrum sinense 40 Yes FACU (7.6 cm)or larger in diameter at breast height(DBH).
2. Ilex opaca 5 No FACU Sapling-Woody plants,excluding woody vines,
3. approximately 20 ft(6 m)or more in height and less
4 than 3 in.(7.6 cm)DBH.
5. Shrub-Woody Plants,excluding woody vines,
6. approximately 3 to 20 ft(1 to 6 m)in height.
7 Herb-All herbaceous(non-woody)plants,including
8. herbaceous vines,regardless of size,cog woody
g plants,except woody vines,less than approximately
10 3 ft(1 m)in height.11 Woody Vine-All woody vines,regardless of height.
45 =Total Cover
50%of total cover: 23 20%of total cover: 9
Woody Vine Stratum (Plot size: 30 )
1. Toxicodendron radicans 10 Yes FAC
2. Lonicera japonica 10 Yes FACU
3.
4.
5. Hydrophytic
20 =Total Cover Vegetation
50%of total cover: 10 20%of total cover: 4 Present? Yes_ No X
Remarks:(Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG,JUL 2018 Eastem Mountains and Piedmont-Version 2.0

SOIL Sampling Point: DP1: 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' Loci Texture Remarks
0-3 7.5YR 3/3 100 Loamy/Clayey
3-10 7.5YR 4/6 100 Loamy/Clayey
10-20 7.5YR 4/4 100 Loamy/Clayey
'Type: C=Concentration, D=Depletion,RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining,M=Matrix.
Hydric Soil Indicators: Indicators for Problematic Hydric Soils3:
Histosol(Al) Polyvalue Below Surface(S8)(MLRA 147,148) 2 cm Muck(A10)(MLRA 147)
_Histic Epipedon(A2) _Thin Dark Surface(S9)(MLRA 147,148) _Coast Prairie Redox(A16)
_Black Histic(A3) _Loamy Mucky Mineral(F1)(MLRA 136) (MLRA 147,148)
_Hydrogen Sulfide(A4) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)
_Stratified Layers(A5) Depleted Matrix(F3) (MLRA 136,147)
2 cm Muck(A10)(LRR N) _Redox Dark Surface(F6) _Red Parent Material(F21)
_Depleted Below Dark Surface(A11) _Depleted Dark Surface(F7) (outside MLRA 127,147,148)
_Thick Dark Surface( Depress (Al2) _Redox Depressions _Very Shallow Dark Surface(F22)
_Sandy Mucky Mineral(S1) _Iron-Manganese Masses(F12)(LRR N, _Other(Explain in Remarks)
_Sandy Gleyed Matrix(S4) MLRA 136)
_Sandy Redox(S5) _Umbric Surface(F13)(MLRA 122,136) 3lndicators of hydrophytic vegetation and
_Stripped Matrix(S6) _Piedmont Floodplain Soils(F19)(MLRA 148) wetland hydrology must be present,
_Dark Surface(S7) _Red Parent Material(F21)(MLRA 127,147,148) unless disturbed or problematic.
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes_ No X
Remarks:
ENG FORM 6116-4-SG,JUL 2018 Eastem Mountains and Piedmont—Version 2.0

STREAM REACH EVALUATION FORM
Data Point: 2
Name: Int Strm WA
Date: 09/27/20 Evaluator: WEPG Easting: -80.97424 W
Project: West Blvd Extension: Intermittent Stream WA (DP2) Northing: 35.19061 N
Total Points:
Stream is at least intermittent if> 19 or perennial if> 30* 18.5
(right-click the purple number and left-click Update Field to summarize points)
A. Geomorphology Absent Weak Moderate Strong SCORE
la. Continuity of channel bed and bank 0 1 2 3 3
2. Sinuosity of channel along thalweg 0 1 2 3 1
3. In-channel structure: riffle-/step- pool sequence 0 1 2 3 0
4. Particle size of stream substrate 0 1 2 3 1
5. Active/relic floodplain 0 1 2 3 1
6. Depositional bars or benches 0 1 2 3 1
7. Recent alluvial deposits 0 1 2 3 1
8. Headcuts 0 1 2 3 1
9. Grade controls 0 0.5 1 1.5 0.5
10. Natural valley 0 0.5 1 1.5 1
11. Second or greater order channel No = 0 Yes= 3 0
Geomorphology Subtotal rr72100.5
a Man-made ditches are not rated: see discussion in NCDWQ Manual
B. Hydrology
12. Presence of Baseflow 0 1 1 2 3 0
13. Iron Oxidizing Bacteria 0 1 2 3 0
14. Leaf litter 1.5 1 0.5 0 1
15. Sediment on plants or debris 0 0.5 1 1.5 0.5
16. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5 0.5
17. Soil-based Evidence of high water table? No = 0 Yes= 3 3
Hydrology Subtotal 5.0
C. Biology
18. Fibrous roots in streambed 3 2 1 0 1
19. Rooted upland plants in streambed 3 v 2 1 0 2
20. Macrobenthos (note diversity and abundance) 0 1 2 3 0
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0
23. Crayfish 0 0.5 1 1.5 0
24. Amphibians 0 0.5 1 1.5 0
25. Algae 0 0.5 1 1.5 0
26. Wetland plants in streambed FACW= 0.75, OBL= 1.5, Other= 0 0
Biology Subtotal 'IL_3.0
•perennial streams may also be identified using other methods. See page 35 of NCDWQ manual.
Notes:
Adapted from NCDWQ:Methodology for Identification of Intermittent and Perennial Streams and their (version 4.11)
Origins.

411
x
w
0
c
co
a
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THLS;GORE!SONLY MEANT TOOEFNEIRE MIMMUM INFORMATION REQUIRED BY TIE OTY OF CHARLOTTE TORE IN0.ULIO N ACETAK FVR TNIS TYPE OF TEONUUE NG FIGURE IS OTIY MEANT TO CURE THE MNIMUM NFORMIX.REWIRED BY IRE CITY OF CMSOT1E T09E INOJUDEDM A CEEAK FOR TN'S TYPE OF TEONIWE
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CITY OF CHARLOTTE • CITY OF CHARLOTTE ! o U Q
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1. TEMPORARY STRUCTURAL,TIMBER OR BRIDGE c� i oI--
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2. ALL TEMPORARY CROSSINGS SHALL BE REMOVED Z o
WITHIN 60-90 DAYS. c #r
3. MINIMUM PIPE DIAMETER FOR BEAVERDAM CREEK Q id .5 ly
CROSSINGS SHALL BE 72"CMP. 0 m �Q Q 8 0
4. CONTRACTOR TO SUBMIT CROSSING DETAIL TO a- O 0 (7 Cl. CO 0o
ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. a_ (q

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Certificate of
Credit Purchase

Charlotte-Mecklenburg
STORM600 E. Fourth Street
WATER Charlotte, NC 28202
_ram Services Fax [phone]
March 22,2021
Imad Fakhreddin
City of Charlotte
600 E 41h St
Charlotte,NC 28202
Transmitted via email to Jeff Levi at [e-mail]
Subject Project: West Boulevard Extension
HUC#: 03050/01 (Upper Catawba)
The purpose of this letter is to notify you that the City of Charlotte Umbrella Stream and Wetland Mitigation Bank
("Umbrella Bank") is willing to accept payment for stream impacts associated with the subject project. Please note that the
decision by the Umbrella Bank to accept the mitigation requirements of this project does not assure that this payment will be
approved by the U.S.Army Corps of Engineers or the North Carolina Division of Water Quality 401/Wetlands Unit. It is the
responsibility of the applicant to contact these agencies to determine if payment to the Umbrella Bank for impacts associated
with this project is appropriate.
This acceptance is valid for three months from the date of this letter. The following documents must be submitted to the
Umbrella Bank within this time frame for this acceptance to remain valid:
1. 404 Permit Verification
2. 401 Water Quality Certification
3. Executed Departmental Transfer Invoice(DTI)between Engineering Services and Storm Water Services
detailing the use of and payment for the credits described in the table below.
Based on the information supplied by your office,the wetland credits that are necessary to satisfy the compensatory
mitigation requirements for this project are detailed in the table below. The total mitigation credits available for this project
are also indicated in this table.
Stream Wetlands
(linear feet) (acres)
Credits Requested for This Project 484.05 N/A
Credits Available for This Project 484.05 N/A
Mitigation Project Name(s) Coliseum Creek
Credits Requested for This Project 71.95 N/A
Credits Available for This Project 71.95 N/A
Mitigation Project Name(s) Glassy Creek
The stream and wetland mitigation will be provided as specified in the Section 404 Permit or corresponding 401 Water
Quality Certification for impacts associated with the subject project in Hydrologic Unit 03050101 of the Upper Catawba
Basin. The mitigation will be performed in accordance with the Agreement to Establish the City of Charlotte Umbrella
Stream and Wetland Mitigation Bank in Mecklenburg County,North Carolina,dated June, 16,2004.
If you have any questions or need additional information,please contact me at(704)562-2691 or
[e-mail].
Sincerely,
Charlotte Storm Water Services
112o .ea, On behalf of Erin Shanaberger
Erin Shanaberger, PWS
To report pollution or drainage problems, call: 311 ;➢ '-
(711KU11"I'I:. http://stormwater.charmeck.org ,'• � =

Mitigation Bank Administrator
cc: File

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Threatened & Endangered Species
Report

WEPG
Wetlands and Environmental Planning Group Leonard S.Rindner, PLLC.
Threatened / Endangered / Protected Species
Evaluation
WEST BOULEVARD EXTENSION
Mecklenburg County, North Carolina
Prepared for
Land Design
223 N Graham Street
Charlotte, NC 28202
City of Charlotte
600 E 4th Street
Charlotte, NC 28202
By:
Jeff Levi
Biologist
Wetlands & Environmental Planning Group
Field Evaluated: September 2019 & September 27, 2020
March 3, 2021
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]

West Blvd Extension — Threatened/Endangered/Protected Species Evaluation
GENERAL LANDSCAPE DESCRIPTION:
The West Boulevard Extension site is located West of 1-485, north of Garrison
Road, east Dixie River Road, west of Charlotte, in Mecklenburg county, North
Carolina, (Figure 1). It can be found on the Charlotte West USGS Topographic
Quadrangle Map at a latitude of 35.1906 N and longitude of 80.9781 W (Figure
2). The site consists of broad ridges with disturbed pine - hardwood forest types
and forested slopes leading to alluvial forest along Beaverdam Creek and its
tributaries. Upland areas along the broad ridges and upper slopes are disturbed
with a dense understory. The site is bordered by residential homes along
Garrison Road. The topography is moderately to steeply sloped with the
elevation ranging from approximately 620 to 710 feet.
Figure 1:
2019 Aerial Map
«r ., .,,, Irrr
r
.,i-,
. ,
. *, I, • 1 *
! , OJT
Project Boundary
; , . Study Limits N •
' M i : . r k'a. (*/•i 40 acres _ `(
liatio..i
sr OP
_ ;,; , Oki .
_ ;r:41114*-
Y� ` • 'lrc
•t .r`, y. ;: , , •
LOCATION N
N
Lat:35.19108 2N,Long:-80.97184 2W W• E Foot1 J1
HUC:03050101(Upper Catawba) s Source'nl;ps:l/wwwblngcynJmaps/ o 'too �` 1
,- �/
kra.4 WEST BOULEVARD EXTENSION mown By: Review.'d By: ,, •
FIGURE (+/-)40 Mecklenburg County,NC PIK/IAL ww..o w c,.I
rrewrm ra
1 02/2a/21 2019 Aerial Map—Approximate location : ..•... .ww.,., -
iw SrudyPurpotetlMN 223N&ahem Sneer �'01)WEpQ S.„,,, -,and NCDFO. ,,..wn [turbne•rx 7 0 �I�....•w •
Wetlands and Environmental Planning Group Leonard S.Rindner, PLLC.

West Blvd Extension — Threatened/Endangered/Protected Species Evaluation
Figure 2:
USGS MAP-Charlotte West,NC Quadrangle(2019)
; -- ..j)
.,-)c_. c._
„sic I [7) .J _ L___57,_,-;_„- L.,/
, , _
35nir"L--. ,,
',\ , r-- Beaverda.11l_E-'1� �A rt
,...;_,-s �' ;,...)r
650 .
1 A
_.---- ' 4INVOLArrilklai"zoi) r
) / (/)\,,, . _ f,1 , ,,,J_ ____\
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�?1;,19
4 q
Project Boundary c:"
Study Limits O
' ,./-)40 acres / (_
p .
r\-..i) ),.,1-
/1_,. , '-...- 11-2)
l) _____ (;__Ai 1,_ ri
LOCATION / /
Y �`J Lat.35.19108 QN,Long:•80.97184 sW /-:� *._ -- � /,
HUC:03050101(Upper Catawba) 0 300 Q00 BOO 1200 A
A• WEST BOULEVARD EXTENSION Drawn By: ar„kwrd By: 1,
FIGURE (a/-j 40 Mecklenburg County,NC enywt wwYrawEmVMmrnulFWnrtj Grue
Beerd Ivy wvrC S R,-a'.PLLC.
2 USGS Map—Charlotte West,NC Quad.(2019) LP0 '' '
02/24/21 Apwo,lmata LO[aUCn-For Study eurpowt Only 223 N Graham soaer 11a)qa 2327
Subtext to UUWE,NCOEQ,and CMss yen/Kahon Chv.ttr.NC 55202
METHODOLOGY:
The US Fish and Wildlife Service website https://www.fws.gov/raleigh/species/
cntylist/mecklenburq.html was referenced to determine the potential 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 field investigated in September
2019 and on September 27, 2020.
WEPG
Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC.

West Blvd Extension - Threatened/Endangered/Protected Species Evaluation
Table 1: Threatened/Endangered/Protected Species listed for Lincoln
County
County: Mecklenburg, NC
*Source: US Fish & Wildlife Service
**Data search on September 3, 2019; September 2021
Group Name Status Record Status
Invertebrate Carolina heelsplitter Endangered Current
(Lasmigona decorate)
Invertebrate Rusty-patched Bumble Bee Endangered Historic
(Bombus affinis)
Vascular Smooth coneflower (Echinacea Endangered Current
Plants laevigata)
Vascular Schweinitz's sunflower Endangered Current
Plants (Helianthus schweinitzii)
Vascular Michaux's sumac(Rhus Endangered Current
Plants michauxii)
Vertebrate Northern Long-Eared Bat Threatened Probable/Potential
(Mvotis septentrionalis)
Vertebrate Bald Eagle (Haliaeetus Protected Current
leucocephalus). under the Bald
and Golden
Eagle
Protection Act
WEPG 3
Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC.

West Blvd Extension — Threatened/Endangered/Protected Species Evaluation
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 michauxit), 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:
• 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.
• Rusty-patched Bumble Bee (Bombus of fins), listed as Federally
Endangered, live in colonies that include a single queen and female
workers. Rusty-patched Bumble Bees historically occupied grasslands
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).
• Northern long-eared bat (Myotis septentrionalis), listed as Federally
Threatened, roost singly or in colonies underneath bark, in cavities, or in
crevices of both live and dead trees during summer months. 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.
• Bald eagles (Haliaeetus leucocephalus), protected by the Bald and
Golden Eagle Protection Act, typically inhabit forested areas near large
WEPG 4
Wetlands and Environmental Planning Group Leonard S.Rindner, PLLC.

West Blvd Extension — Threatened/Endangered/Protected Species Evaluation
bodies of open water such as lakes, marshes, seacoasts and rivers
where there are suitable fish populations and tall trees for nesting and
roosting.
RESULTS:
The site is primarily disturbed pine-hardwood forest along ridges and upper
slopes with a dense understory dominated by invasive Chinese privet (Ligustrum
sinense) and autumn olive (Elaeagnus umbellata). Alluvial forest exists along
Beaverdam Creek. Open canopy communities along Dixie River Road, Garrison
Road, 1-485, agriculture roads, and small field/abandoned lawn edges. Species
lists reflect the seasonality of the survey.
The disturbed pine - hardwood forest has a canopy which includes short-leaf pine
(P. echinata), loblolly pine (P. taeda), yellow poplar (Liriodendron tulipifera), white
oak (Quercus a/ba), water oak (Q. nigra), red oak (Q. rubra), post oak (Q.
stellate), and sweetgum (Liquidambar styraciflua). The subcanopy supports
black cherry (Prunus serotina), American holly (Ilex opaca), transgressives,
winged elm (Ulmus alata), black walnut (Juglans nigra), red maple (Acer rubrum),
white ash (Fraxinus americana), mockernut hickory (Carya tomentosa), red
mulberry (Morus rubra), and eastern red cedar (Juniperus virginiana). Shrubs
Chinese privet, and autumn olive. The sparse herb layer consists of Christmas
fern (Polystichum acrostichoides), ebony spleenwort (Asplenium platyneuron),
fireweed (Erechtites hieraciifolius), and Japenese stilt grass (Microstegium
vimineum). Vines include poison ivy (Toxicodendron radicans), wild grape (Vitis
sp.), greenbrier (Smilax sp.) and Japanese honeysuckle (Lonicera japonica).
The alluvial forest has a canopy that supports American sycamore (Platanus
occidentalis), green ash (Fraxinus pennsylvanica), red maple, sweet gum, elm
(Ulmus spp.), willow oak (Quercus phellos), and yellow poplar. The subcanopy
supports sourwood (Oxydendrum arborea), black cherry, winged elm, American
holly, and transgressives. Shrubs include silky dogwood (Comus amomum), tag
alder (Alnus serrulata), paw paw (Asimina triloba), multiflora rose (Rosa
multiflora), giant cane (Arundanaria gigantea), and dense areas of autumn olive
and Chinese privet. Vines include Japanese honeysuckle, trumpet creeper
(Campsis radicans), and cross vine (Bignonia capreolata). Herbs include
Japanese stilt grass, tearthumb (Persicaria sagittata), river oats (Chasmanthium
latifolium), lizard's tail (Saururus cemuus), Asiatic dayflower (Commelina
communis), jewelweed (Impatiens sp.), and Christmas fern.
The roadside edges and field edges do not have a traditional canopy as it is
managed by mowing and clearing of woody species. The subcanopy from the
adjacent woodlands include loblolly pine, sweetgum, oak (Quercus sp.), red
maple, and eastern red cedar. Shrubs include Chinese privet, groundsel tree
(Baccharis halimifolia), and blackberry (Rubus sp.). Herbs include goldenrod
WEPG 5
Wetlands and Environmental Planning Group Leonard S.Rindner, PLLC.

West Blvd Extension — Threatened/Endangered/Protected Species Evaluation
(Solidago spp.), dog fennel (Eupatorium capillifolium), coreopsis (Coreopsis sp.),
bush clover (Lespedeza sp.), sorrel (Oxalis sp.), ebony spleenwort, wild onion
(Aliium sp.), Japanese stilt grass, heal-all (Prunella vulgaris), ragweed (Ambrosia
artemesiifolia), Maryland aster (Chrysopsis mariana), assorted grasses, aster
(Aster sp.), Brazilian vervain (Verbena brasiliensis), resindot sunflower
(Helianthus resinosus), pokeweed (Phytolacca americana) Vines include
Japanese honeysuckle and greenbrier.
Threatened & Endangered/Protected Species Results
• 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 Range Map for Rusty-patched
Bumble Bee
(https://www.fws.qov/midwest/endangered/insects/rpbb/rpbbmap.html)
Mecklenburg County is in it's Historic Range, and as such, Section 7
consultation is not needed. WEPG concludes that Rusty-patched Bumble
Bee is not present.
• All potential habitats for Schweinitz's sunflower, Michaux's sumac and
smooth coneflower along the roadside corridors, and woodland edges
were closely examined and none of these species were observed.
• Comparing our 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.
• There is no preferred habitat for bald eagles on the site. No bald eagles
were sighted during the survey nor were any nests or nesting activity
observed.
WEPG 6
Wetlands and Environmental Planning Group Leonard S.Rindner, PLLC.

West Blvd Extension — 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 3, 2021
WEPG
Wetlands and Environmental Planning Group Leonard S.Rindner, PLLC.

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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]
March 30, 2021
Mr. Jeff Levi
Leonard S. Rindner, PLLC
Wetlands & Environmental Planning Group
3714 Spokeshave Lane
Matthews,North Carolina 28105
Subject: Findings- Cultural Resources Literature Review and Field Reconnaissance
West Boulevard Corridor and Extensions
Mecklenburg County, North Carolina
R.S. Webb & Associates No. 19-649-098
Dear Mr. Levi:
BACKGROUND
During August/September 2019, R.S. Webb&Associates conducted a cultural resources literature
review for the proposed West Boulevard transportation corridor and extensions in Mecklenburg
County,North Carolina. The study corridor extends from Interstate 485(I-485)west to Dixie River
Road and includes several peripheral study area extensions (Figures 1 and 2). The purpose of the
literature search was to determine if previously recorded cultural resources are located within the
study corridor. The initial field reconnaissance of the subject corridor was performed on December
20 and 21, 2019; follow-up field reconnaissance was conducted on March 10 and 11, 2021, after
modifications to the original study limits were made. These reconnaissance efforts were designed
to identify obvious cultural resources within the corridor and generally assess potential post-
depositional effects that might have impacted/destroyed cultural resources. For this study,a"cultural
resource" is defined as a discrete area of human activity that is at least 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.
METHODOLOGY
Literature and Records Search: Archival sources and background data on the project vicinity were
gathered from the following repositories:
• North Carolina Office of State Archeology(OSA), Raleigh,North Carolina
• State Archives of North Carolina, Raleigh,North Carolina
• The North Carolina Historic Preservation Office GIS Web Service (HPOWEB, found at
http://gis.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 was also used to
confirm the presence or absence of state-recognized historic resources in the project vicinity. At the

Findings- Cultural Resources Literature Review and Field Reconnaissance, West Boulevard Corridor Page 2
March 30, 2021
State Archives, historic maps and aerial photographs were examined for features including trails,
roads, structures, and cemeteries. Historic county maps were also viewed through North Carolina
Maps,a collaboration of the University of North Carolina,the State Archives of North Carolina,and
the Outer Banks History Center.
The following sources were examined to search for historic resources within and adjacent to the
project corridor:
• 1847 Mitchell Map of North Carolina
• 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 of Mecklenburg County
• 1938 and 1951 aerial photographs of Mecklenburg County
• 1983 Official Military Atlas of the Civil War(Davis et al. 1983).
Reconnaissance Field Survey: The field reconnaissance was designed to focus on areas likely to
contain prehistoric and/or historic resources. The Project Archeologist walked transects along the:
1) center of the proposed West Boulevard road corridor and within adjacent areas where
cutting/filling will occur;2)expanded right-of-way(ROW)of Dixie River Road where it meets the
main proposed corridor;3)new access road that extends Garrison Road to connect with the proposed
West Boulevard corridor;and 4)acceleration/deceleration ramps along I-485. Survey corridors and
shovel test locations are shown in Figure 2.
At the time of the 2019 field study, the project corridor had been recently cleared and grubbed,
exposing a high percentage of the project corridor surfaces. The extensive exposed surfaces were
examined for artifacts and surface features. Given the high surface visibility(70 to 100 percent)and
the fact that nearly all of the project corridor is in heavily eroded upland settings,surface inspection
was the primary technique used to search for archeological resources. During the 2021 field
reconnaissance, surface visibility was very low and shovel testing was the primary means of
searching for archeological materials. To monitor subsurface conditions,screened shovel tests were
excavated on high probability landforms such as ridge tops, noses and saddles. When slope in
excess of 15 percent was encountered the corridor/study area 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; retained materials were inspected for artifacts.
Disturbances, current conditions and detected cultural resources were recorded and photographed,
and their locations plotted on the project map. When observed in the viewshed along the study
corridors,historic structures were photographed,plotted on the project map,and general assessments
of NRHP eligibility status were made.
RESULTS
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)(1.0 mile)
of the project corridor. At least five of these projects overlapped with,or were within 600 m of,the
project corridor(Figure 1).

Findings-Cultural Resources Literature Review and Field Reconnaissance, West Boulevard Corridor Page 3
March 30, 2021
In 1984, an alternate route for the Charlotte Outer Loop highway bracketed and passed partially
through the project corridor(Hargrove 1984);in 2009 the preferred alternative for the Gaston East-
West Connector also bracketed and passed partially through the project corridor(Bradley et al. 2010)
(Figure 1). These survey boundaries do not appear on official OSA maps, but the boundaries are
shown on site forms for archeological sites identified and recorded in the study vicinity.
In 2004, a project to relocate Wallace Neel Road passed across and along the east portion of the
West Boulevard project corridor (Bamann et al. 2004) (Figure 1). The survey resulted in the
identification of five archeological sites and two isolated finds, all of which were recommended
ineligible for the NRHP. One of these recorded sites, 31MK1054, is located within or near the
current project corridor(Figure 1).
Two large-tract surveys were conducted near the east end of the West Boulevard study corridor,
north and south of Garrison Road (Figure 1). The project to the northeast covered the westward
expansion of Charlotte Airport,which engulfed the Dixie community(Tolonen and Clifford 1998);
the purpose of the project to the southeast is unknown. No survey report documentation was found
or reviewed regarding the latter project. According to the OSA database,no archeological sites were
recorded by either project within 300 m of the current study corridor.
Previous Architectural Investigations:According to SHPO personnel,the North Carolina HPOWEB
database is the definitive source of architectural survey information for Mecklenburg County.
National Register of Historic Places: There is one NRHP-listed historic property located within 1.6
km of the project corridor. The NRHP-listed Steele Creek Presbyterian Church is located
approximately 1,200 m to the southeast (Figure 1).
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. Six historic
resources have been determined eligible and/or have been designated as local landmarks within this
radius. The closest of these NRHP-eligible resources, MK1874, is located approximately 400 m
north-northeast of the study corridor,but according to HPOWEB,this property is no longer present
(Figure 1). Six other historic resources are located within 300 m of the project corridor and four of
these properties(MK2409,MK2410,MK2411, and MK2843)are located within or near the current
project corridor(Figure 1). Resource Nos. MK2410 and MK2411 are designated as"gone"on the
HPOWEB database. Google Earth aerial photography indicates that Resource No. MK2843 was
razed in 2012 or 2013, and Resource No, MK2409 was still standing in early 2019.
Recorded Archeological Sites: According to OSA records, there are a multitude of recorded
archeological sites located within 1.6 km of the West Boulevard study corridor, one of which is
located within 300 m of the project area(Figure 1). Site 31 MK1054 consists of historic gold mining
pits or features located partially within or near the project corridor. The site was recommended
ineligible for the NRHP in 2004 (Bamann et al. 2004).
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

Findings- Cultural Resources Literature Review and Field Reconnaissance, West Boulevard Corridor Page 4
March 30, 202/
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
of the West Boulevard 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);however,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 corridor,which
was fought on February I, 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 show no cemeteries located within at
least 800 m(0.5 mile) of the current project corridors.
Structures on Historic Maps and Aerial Photographs:Historic maps and aerial photographs indicate
that the system of secondary roads through and around the project corridor remained relatively
constant throughout the 20th century. The 1910 USDA soil map depicts an extension of Garrison
Road trending westward of,and parallel(south)to the study corridor. This historic route began and
ended at essentially the same points as the proposed corridor,but it arched southward. Near the apex
of the road curve was a northward route giving access to two structures located in and near the study
corridor(Figure 1). Aerial photographs taken in 1951 show a similar distribution of structures,but
the portion of the historic route located west of this intersection had fallen from use by that time.
The 1951 aerial photographs also show that the proposed West Boulevard corridor was almost
entirely under cultivation. Historic county maps produced after 1930 do not show the westward
extension from Garrison Road or any additional structures located within or near the study corridor.
Field Reconnaissance
Land Use: Figures 1 and 2 show that the West Boulevard corridor traverses several ridge spurs
trending east-west with substantial slopes. On the west end of the study corridor,ridges bracket the
project corridor crossing of Beaverdam Creek,which is bound on both sides by a narrow floodplain.
At the east end of the corridor, the land has been significantly cut and graded to accommodate
acceleration/deceleration ramps at the I-485/West Boulevard interchange. The proposed Garrison
Road/West Boulevard connector corridor (north-south) traverses a gentle, wooded ridge crest.
Elevations in the study corridors range from 204 m above mean sea level(AMSL)in the floodplain
of Beaverdam Creek to 226 m AMSL, on a high ridge east of the creek.

Findings-Cultural Resources Literature Review and Field Reconnaissance, West Boulevard Corridor Page 5
March 30, 2021
Soil units within the survey corridors include Cecil sandy clay loam(2 to 15 percent slopes), Enon
sandy loam (8 to 15 percent slopes), Helena sandy loam(2 to 8 percent slopes), Monacan loam(0
to 2 percent slopes),Pacolet sandy loam(15 to 45 percent slopes),and Wilkes loam(15 to 45 percent
slopes)(Natural Resources Conservation Services 2020)(Figure 3). Only 5.5 percent of the project
area is composed of alluvial soils(Monacan loam);the remaining soils are found in eroded upland
settings. Field observations demonstrate that the project corridors have been subjected to harsh land
use practices related to repetitive cultivation,severe erosion,logging and more recently,clearing and
grubbing. Shallow A-horizon soils and clay subsoil at the surface indicated ground disturbance
through agriculture and logging followed by severe erosion.
The project corridors were reconnoitered by walking the full length of each proposed study corridor
(and extensions)to inspect exposed surfaces for cultural materials and seek out undisturbed areas
with a high probability of containing subsurface archeological resources. Because of recent clearing
and grubbing of the West Boulevard corridor, disturbed clayey soils were obvious just below
scattered woody rubble; the corridor is surrounded by hardwood/pine forest (Photos 1-3). The
expanded Dixie River Road ROW has been disturbed by highway construction and road ditch
maintenance(Photo 4). The extension of Garrison Road traverses a young,planted pine forest;much
of this corridor runs through rutted/rowed and volunteer pine trees along with some hardwoods
(Photos 5 and 6). Study areas at the I-485 interchange are clear of vegetation(Photos 7 and 8).
Twenty-eight shovel tests were excavated within the proposed West Boulevard corridor(n=12)and
along the proposed Garrison Road-West Boulevard connector(n=16)(Figure 2). No artifacts were
discovered during shovel testing. Excluding scattered/redeposited middle to late 20th century debris,
no artifacts were noted on surfaces within the study corridors. No shovel tests were excavated on
slopes exceeding 15 percent or in the wet,narrow floodplain of Beaverdam Creek. Shovel testing
confirmed a highly eroded plowzone all along the project corridor and exposed profiles of 5 to 24
cm of loam, sandy loam, sandy clay loam or clay loam plowzone over clay or sandy clay subsoil
(Table 1).
Archeological Resources:No prehistoric sites were recorded during the current field reconnaissance.
A single previously recorded site was reported to be within the project corridor. Site 31MK1054,
described only as gold mining pits,could not be relocated within the project corridor;however,fairly
significant disturbance was observed in the recorded vicinity of the mining pits(Photo 9).
Historic Architecture: Historic aerials and maps indicate the locations of four structures within or
adjacent to the project corridor (Figure 2). Resource No. 1 is located near the western project
terminus,east-southeast of the intersection of the boulevard corridor and Dixie River Road;it is the
location of recorded structure MK2843. This resource has been razed and the ground leveled(Figure
2; Photo 10). Resource No. 2 is near the center of the boulevard corridor on the ridge east of
Beaverdam Creek; this pole barn/agricultural shed has been razed/removed (Figure 2; Photo 11).
Resource No. 3 is on the southeast side of the intersection of the proposed Garrison Road-West
Boulevard connector;the structure at this location has been razed,and is currently rubble(Figure 2;
Photo 12). Just to the south, within the connector corridor off of Garrison Road, sits the only
standing structure observed during the current study, Resource No. 4. Aerial photography review
places the construction of this small ranch-like dwelling between 1956 and 1960. The house has
been abandoned for some time; the roof is failing and some windows have been removed(Figure

Findings-Cultural Resources Literature Review and Field Reconnaissance, West Boulevard Corridor Page 6
March 30, 2021
2; Photos 13 and 14). One post-1978 modern building is standing at the east terminus of the
proposed West Boulevard corridor,west of the I-485 interchange. Since this structure is not historic
it was not assessed.
The three former structure locations(Resource Nos.MK2843/1,2 and 3) are considered ineligible
for the NRHP because no standing architecture remains at these sites. The standing middle 20th-
century structure at Resource No. 4 is abandoned and the roof is failing; this property is
recommended ineligible for the NRHP.
SUMMARY AND CONCLUSIONS
Historic and archeological survey records indicate extensive study of the area including and
surrounding the current project corridors. As a result, four recorded historic house site locations
(Resource Nos. MK2409-MK2411 and MK2843) and one recorded historic archeological mining
site(31 MK1054)were determined to be located within or near the West Boulevard project corridor.
Three of the four buildings have been razed/destroyed and the archeological site has been disturbed
to the extent that it could not be relocated. Resource No. 2409 is still standing but will not be
adversely impacted by the proposed project.
One standing middle-20`h-century ranch-like dwelling (Resource No. 4) was recorded within the
project corridor boundary, but is considered ineligible for the NRHP. The remains of three other
structures (Resource Nos. MK2843/1, 2 and 3) were located within or near the study corridor;
however,these properties have been razed/removed. These resources are considered ineligible 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
£6/TI hiL(
Robert S. (Steve) Web
President and Senior Principal Archeologist
Attachment: Figures 1-3; Photos 1-14; Table 1
REFERENCES
Bamann, S.E., D. Baicy, and L. Lautzenheiser
2004 Archeological Identification Survey Proposed Relocation of Wallace Neel Road,
Mecklenburg County, North Carolina. Coastal Carolina Research, Inc., Tarboro,
North Carolina.

Findings-Cultural Resources Literature Review and Field Reconnaissance, West Boulevard Corridor Page 7
March 30, 2021
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,New York.
Hargrove, T.H.
1984 Unknown Report Title (Charlotte Outer Loop Survey). Archaeological Research
Consultants, Inc., Raleigh,North Carolina.
Lewis, J.D.
2011 The American Revolution in North Carolina. Internet-Online. Found at:
http://www.carolana.com/NC/Revolution/. Accessed September 2019.
Natural Resources Conservation Services
2020 Web Soil Survey. Website at: https://websoilsurvey.sc.egov.usda.gov/App/
WebSoilSurvey.aspx. Accessed January/March 2021
Powell, W.S.
1989 North Carolina Through Four Centuries. University of North Carolina Press,Chapel
Hill and London.
Tolonen,A, and L. Clifford
1998 Phase I Cultural Resource Report,Proposed Charlotte-Douglas International Airport
Expansion, Charlotte, Mecklenburg County, North Carolina. Environment and
Archaeology,Inc. Verona, Kentucky.

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Map Reference: Land Design(2019) Scale
0 191 meters
0 625 feet
Figure 2 Survey Coverage and Cultural Resources Location Map

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WkF Wilkes loam,25 to 45 percent slopes
Map Reference:Land Design(2019) Scale
0 191 meters
0 625 feet
Figure 3 Soils in the Project Area(Natural Resources Conservation Service 2020)

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Photo I -Cleared Corridor on Ridge Nose West of Beaverdam Creek,Facing West Along
Proposed West Boulevard Corridor
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Photo 2-Cleared Corridor on Ridge Nose West of Beaverdam Creek,Facing East Along
Proposed West Boulevard Corridor

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Photo 3-Cleared Corridor Near Center of Proposed West Boulevard Corridor,Facing East
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Photo 4-Ditch Maintenance Along Dixie River Road,Facing West-Northwest

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Photo 8-Garrison Road at I-485/West Boulevard interchange.Facing West

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Photo 9-Location of Site 31MK1054,North of Proposed West Boulevard Corridor,Facing West
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Photo 10-Location of Historic Resource MK2843/Resource No. 1,Razed and Leveled,Facing Southeast

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Photo II -Resource No.2,Remains of Razed Pole Barn/Agricultural Shed,Along Proposed
West Boulevard Corridor,Facing Northwest
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Photo 12-Resource No.3,Remains of Structure East of Proposed Garrison Road Extension Near
Intersection with Proposed West Boulevard Corridor

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Photo 13 - Resource No.-I,Middle 2U''C.cntury D\aelling. Within Proposed.
GTarrr'i`oonR.Road I..�tcnsion G'rri..1,, racing West
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Photo 1-I -Resource No.4,Facing South-Southwest

Table 1 Project Shovel Test Log
Transact Shovel Soils Depths/Colors/Textures
Test
1-2 0-5 cm reddish-brown disturbed clay loam, 5-15 cm red clay
3 0-15 cm yellowish-red disturbed clay loam over yellowish-red clay
4 0-10 cm grayish-brown disturbed clay loam, 10-25 cm yellowish-red clay
5 0-10 cm grayish-brown disturbed clay loam, 10-25 cm yellowish-red clay
6 0-10 cm grayish-brown disturbed clay loam, 10-25 cm yellowish-red clay
7 0-12 cm dark grayish-brown humus/loam, 12-24 cm red/reddish-yellow sandy clay
8 0-12 cm dark grayish-brown humus/loam, 12-24 cm red/reddish-yellow sandy clay
9 0-5 cm grayish-brown humus/clay loam, 5-16 cm reddish-yellow/light gray clay loam,
16-26 cm light gray/reddish-yellow clay
10 0-14 cm grayish-brown/reddish-yellow humus/sandy clay loam over reddish-yellow clay
11 0-15 cm grayish-brown/reddish-brown sandy clay loam over reddish-yellow sandy clay
12 0-24 cm grayish-brown/reddish-brown humus/sandy clay loam over red sandy clay
13 0-18 cm grayish-brown/reddish-brown sandy loam, 18-28 cm reddish-yellow sandy clay
14 0-10 cm dark gray sandy clay over red sandy clay
15 0-5 cm reddish-brown humus/clay loam over yellowish-red clay
16 0-15 cm grayish-brown/reddish-brown sandy loam over reddish-yellow sandy clay
17 0-17 cm grayish-brown/reddish-yellow humus/sandy loam over red sandy clay
18 0-6 cm grayish-brown/reddish-yellow humus/sandy loam over red sandy clay
19 0-18 cm grayish-brown/reddish-yellow humus/sandy loam over red sandy clay
20 0-22 cm grayish-brown/reddish-brown humus/sandy loam over red sandy clay
21 0-15 cm grayish-brown/reddish-brown humus/sandy loam over red sandy clay
22 0-10 cm grayish-brown/reddish-brown humus/sandy loam over red sandy clay
23 0-18 cm grayish-brown/reddish-brown humus/sandy loam over red sandy clay
24 0-15 cm grayish-brown sandy loam, 15-25 red clay
25 0-20 cm grayish-brown/gray sandy clay loam over gray hydric reddish-yellow sandy clay
26 0-17 cm grayish-brown/reddish-yellow sandy loam over reddish-yellow sandy clay
27 0-16 cm grayish-brown/reddish-brown sandy loam, 16-26 cm reddish-yellow sandy clay
28 0-5 cm grayish-brown humus/loam over red clay