20220813 Ver 1_More Info Requested_20221202

Baker, Caroline D
From: Jennifer Robertson <[e-mail]>
Sent: Friday, December 2, 2022 4:02 PM
To: Scheller, Roberto
Cc: Pitner, Andrew
Subject: [External] RE: HOLD Notification of 401 Application 2022-1376, Beacon -Rhyne Road
Project
Attachments: Beacon Rhyne NWP 39_27_Compressed.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Roberto,
Great timing! We just submitted the revised permit application to the Corps this afternoon. Please see
attached. We also submitted it through the e-PCN portal. I think this package should address your items
below. I have 2022-0813 as the DWR project number however maybe my information is incorrect. Thanks!
Thank you,
Jennifer L Robertson, President
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, NC 28211
[phone] office
[phone] mobile
www.atiasenvi.com
Offices in Asheville and Charlotte
ONMENTAL
From: Scheller, Roberto <[e-mail]>
Sent: Friday, December 2, 2022 3:04 PM
To: Jennifer Robertson <[e-mail]>
Cc: Pitner, Andrew <[e-mail]>
Subject: HOLD Notification of 401 Application 2022-1376, Beacon -Rhyne Road Project
Ms. Robertson:
The subject 401 application has been placed on Hold until the following information is received in this Office:
- Detailed working drawings of the proposed 819 linear feet of stream restoration.
- Drawings detailing discharge points of proposed stormwater ponds.
- Conduct on -site visit and review of intermitted stream with proposed 593 linear feet of fill.
It will be necessary to schedule an on -site visit and provide requested information in a timely manor to help us expedite
this permit.

If you should have any questions, please contact me at the flowing phone number or by email @
[e-mail].
Thankyou
Roberto L. Scheller
Environmental Consultiant
Water Quality Regional Operations Section
Mooresville Regional Office
704-235-2204

Jennifer Robertson
From: Jennifer Robertson
Sent: Wednesday, April 20, 2022 10:14 PM
To: [e-mail]
Subject: Beacon Rhyne Road NWP 39 / WQC 4263
This email serves at the 30 day pre -application notice for Beacon Rhyne Road in Mecklenburg County. The project
involves an industrial warehouse park.
Thank you,
Jennifer L Robertson, President
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, NC 28211
[phone] office
[phone] mobile
www.atlasenvi.com
Offices in Asheville and Charlotte
i

Preliminary ORM Data Entry Fields for New Actions
SAW-2022-0031 8
Prepare file folder
BEGIN DATE [Received Date]:
Assign Action ID Number in ORM
1. Project Name [PCN Form A2a]: Beacon -Rhyne Road
2. Work Type: Private
Institutional
Government
Commercial
3. Project Description / Purpose [PCN Form B3d and B3e]:
For the construction of an industrial development including employee parking, truck and trailer
parking, stormwater treatment, sewer, and additional necessary utilities/infrastructure.
4. Property Owner / Applicant [PCN Form A3 or A4]: See attached parcel reports, 3 parcels and 3 separate owners
Applicant: Beacon Partners: Attn: Matt Lucarelli
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Atlas Environmental, Jennifer Robertson
6. Related Action ID Number(s) [PCN Form B5b]: SAW-2022-00318
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form B1b]:
240 Rhyne Road Charlotte, NC 28214
35.289579° /-80.970509°
8. Project Location - Tax Parcel ID [PCN Form B1a]: 05326105, 05326101, and 05325115
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]: Long Creek, WS-IV
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]: Upper Catawba, 03050101
Authorization: Section 10
Regulatory Action Type:
Standard Permit
Nationwide Permit #
n Regional General Permit #
n Jurisdictional Determination Request
Section 404
Section 10 & 404
Pre -Application Request
Unauthorized Activity
n Compliance
No Permit Required
Revised 20150602

VIRONMENTAL
US Army Corps of Engineers
Charlotte Regulatory Field Office
Attn: Mr. Steve Kichefski
8430 University Executive Park Drive, Suite 611
Charlotte, North Carolina 28261
Re: Beacon -Rhyne Road - +/- 109.56 Acres
240 Rhyne Road Charlotte, NC 28214
NWP 39/27 / GC 4263 and GC 4255
Corps Action ID Number: SAW-2022-00318
Steve and Paul:
December 02, 2022
NC Division of Water Resources
401 and Buffer Permitting Unit
Attn: Mr. Paul Wojoski
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
The applicant, Matt Lucarelli of Beacon Partners, is requesting approval of the enclosed
nationwide permit 39/27 verification and water quality certifications 4263 and 4255. A
preliminary jurisdictional determination was submitted on November 28, 2022 under Action ID
number SAW-2022-00318. Approval is being requested for a total of five unavoidable impacts
to aquatic resources including two permanent culverts for road crossings, one temporary impact
for a water line installation, one permanent wetland impact for parking a grading, and one
permanent impact for stream restoration.
Impacts S1 (87 LF, 0.007 Ac) and S2 (74 LF, 0.007 Ac) are to intermittent channel CH 400 for
the construction of two driveway/road crossings for access between buildings A and B1. At
both crossings headwalls are being used at the upstream and downstream extents to minimize
impacts. Impact S3 is for the restoration of stream channel through the bottom of Pond 1. The
proposed stream restoration is 600 LF and approximately 0.083 acres. The restoration will
reestablish aquatic connectivity and riparian habitat between channels CH 600 and CH 700.
Impact S4 is temporary excavation for the installation of a water line across channel CH 100.
Lastly, impact W1 is a permanent fill to wetland WL 1000 for road access and grading necessary
for access around Building A.
Initial conceptual designs for the project would have required an individual permit. The
proposed site plan has been designed and engineered to avoid and minimize impacts to the
greatest extent possible. A retaining wall is being constructed along the Western edge of
Building A which is avoiding all impacts to channel CH 500. Headwalls are being used at
impacts S1 and S2 which are minimizing impacts at both crossings. The proposed site plan
does not require mitigation as permanent impacts under NWP 39 total 0.014 acre of stream and
0.019 acre of wetland.
Since consultation with the Fish and Wildlife service Atlas Environmental staff conducted an
additional field assessment at the review area on September 19, 2022 to assess potential
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

VIRONMENTAL
habitat for federally listed threatened and endangered species. Targeted species were
Schweinitz's sunflower, smooth coneflower, and Michauz's sumac as identified in the included
Fish and Wildlife Service correspondence dated July 05, 2022. Assessed suitable habitat
included maintained roadsides, utility rights of way, open woodlands, disturbed or maintained
open areas, and transitional habitats. No occurrences of the target species were identified.
Similar species to the target species were identified as Helianthus divaricatus, Helianthus
tuberosus, and Solidago spp.
Best regards,
Jennifer L Robertson, President
[e-mail]
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

DWR
Plrlslon of Water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right -click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs.deq.nc.gov/WaterResources/0/edoc/624704/PCN % 20Help % 20File % 202018-1-30.pdf
A. Processing Information
Pre -Filing Meeting Date Request was submitted on: *
4/20/2022
If this is a courtesy copy, please fill in this with the submission date.
County (or Counties) where the project is located:*
Mecklenburg
Is this a NCDMS Project*
Yes No
Click Yes, only if NCDMS is the applicant or co -applicant.
Is this project a public transportation project?*
Yes No
This is any publicly funded by municipal,state or federal funds road, rail, airport transportation project.
la. Type(s) of approval sought from the Corps:*
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted? *
Yes
No
Please provide the date of the previous submission. *
4/27/2022
1 b. What type(s) of permit(s) do you wish to seek authorization? *
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?*
Yes No
Nationwide Permit (NWP) Number: 39 - Commercial/Institutional Developments
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
List all NW numbers you are applying for not on the drop down list.
1 d. Type(s) of approval sought from the DWR: *
check all that apply
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
27 - Restoration
le. Is this notification solely for the record because written approval is not required?
401 Water Quality Certification - Express
Riparian Buffer Authorization
For the record only for DWR 401 Certification: Yes No

For the record only for Corps Permit: Yes No
1f. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
If so, attach the acceptance letter from mitigation bank or in -lieu fee program.
Yes • No
Acceptance Letter Attachment
Click the upload button or drag and drop files here to attach document
FILE TYPE MUST BE PDF
1 h. Is the project located in any of NC's twenty coastal counties? *
Yes No
1j. Is the project located in a designated trout watershed?*
Yes No
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx
B. Applicant Information
la. Who is the Primary Contact?*
Matt Lucarelli
1b. Primary Contact Email:*
[e-mail]
Id. Who is applying for the permit?*
Owner
(Check all that apply)
le. Is there an Agent/Consultant for this project? *
Yes No
2. Owner Information
2a. Name(s) on recorded deed: *
Charbeck Properties LLC c/o Steven Trammell
2b. Deed book and page no.:
09020/868
2c. Contact Person:
(for Corporations)
2d. Address*
Street Address
4002 Winterberry Place
Address Line 2
City
Charlotte
Postal / Zip Code
28210
2e. Telephone Number: *
(xxx)xxx-xxxx
[phone]
2f. Fax Number:
[phone]
(xxx)xxx-xxxx
2g. Email Address: *
[e-mail]
2a. Name(s) on recorded deed:*
Livingstone Coating Corp
2b. Deed book and page no.:
03112/019
2c. Contact Person:
(for Corporations)
lc. Primary Contact Phone: *
(xxx)xxx-xxxx
[phone]
Applicant (other than owner)
State / Province / Region
NC
Country
United States

2d. Address*
Street Address
PO Box 7
Address Line 2
City State / Province / Region
Mount Holly NC
Postal / Zip Code Country
28120 United States
2e. Telephone Number: *
(xxx)xxx-xxxx
[phone]
2f. Fax Number:
[phone]
(xxx)xxx-xxxx
2g. Email Address: *
[e-mail]
2a. Name(s) on recorded deed: *
John K Springsteed
2b. Deed book and page no.:
05106/439
2c. Contact Person:
(for Corporations)
2d. Address*
Street Address
5000 Park Road
Address Line 2
City
Charlotte
Postal / Zip Code
28209
2e. Telephone Number: *
(xxx)xxx-xxxx
[phone]
2f. Fax Number:
[phone]
(xxx)xxx-xxxx
2g. Email Address: *
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:*
Matt Lucarelli
3b. Business Name:
(if applicable)
Beacon Partners
3c. Address*
Street Address
500 East Morehead Street, Suite 200
Address Line 2
City
Charlotte
Postal / Zip Code
28202
3d. Telephone Number: *
[phone]
(xxx)xxx-xxxx
3f. Email Address: *
[e-mail]
State / Province / Region
NC
Country
United States
State / Province / Region
NC
Country
United States
3e. Fax Number:
[phone]
(xxx)xxx-xxxx
4. Agent/Consultant (if applicable)

4a. Name:*
Jennifer Robertson
4b. Business Name:
(if applicable)
Atlas Environmental Inc.
4c. Address*
Street Address
338 S. Sharon Amity #411
Address Line 2
City
Charlotte
Postal / Zip Code
28211
4d. Telephone Number: *
[phone]
(xxx)xxx-xxxx
4f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
United States
4e. Fax Number:
[phone]
(xxx)xxx-xxxx
1. Project Information
la. Name of project: *
Beacon Rhyne
lb. Subdivision name:
(if appropriate)
Not a subdivision
lc. Nearest municipality /town:*
Charlotte
2. Project Identification
2a. Property Identification Number:
(tax PIN or parcel ID)
05326105, 05326101, 05325115
2c. Project Address
Street Address
240 Rhyne Road
Address Line 2
City
Charlotte
Postal / Zip Code
28214
2b. Property size:
(in acres)
109.56
State / Province / Region
NC
Country
United States
2d. Site coordinates in decimal degrees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as appropriate, based on how the location was
determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.)
Latitude: * Longitude: *
35.289579 -80.970509
ex: 34.208504 -77.796371
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Long Creek
3b. Water Resources Classification of nearest receiving water: *
WS-Iv
Surface Water Lookup
3c. What river basin(s) is your project located in? *
Catawba

3d. Please provide the 12-digit HUC in which the project is located.*
030501011403
River Basin Lookup
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
The review area is currently mostly forested with an existing business located along Rhyne Road and a residential development abutting to the West. Google Earth aerial imagery indicates
past logging activities during the years of 2012 and 2013.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
0.019
4g. List the total estimated linear feet of all existing streams on the property:
(intermittent and perennial)
4915
4h. Explain the purpose of the proposed project: *
The purpose of the project is for the construction of an industrial development including 5 buildings and associated employee parking, truck and trailer parking, stormwater treatment, and
associated necessary infrastructure and utilities.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
Building 1 is proposed to be 155,400 square feet, Building 2 is proposed to be 90,000 square feet, Building A is proposed to be 474,700 square feet, Building C is proposed to be 270,000
square feet, and building D is proposed to be 66,600 square feet. There is no building B. There are a total of four permanent impacts proposed for the development including three impacts
under NWP 39 and one impact under NWP 27. Approximately 600 linear feet of stream channel is being restored through the pond which was delineated on the property. The stream
restoration through the pond is proposed to reestablish hydraulic connectivity and to avoid impacts related to an adjacent fill slope. Heavy equipment will be used for clearing and earth
moving.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes No
Comments:
Atlas Environmental delineated on December 23, 2021 and November 09, 2022
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
Example: SAW-2017-99999
SAW-2022-00318 (PJD requested, not issued yet)
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
6a. Is this a phased project?*
Atlas Staff
Atlas Environmental Inc
Yes No
Unknown
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? This includes other
separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre -construction notification.
None
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries
Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
"W." will be used in the table below to represent the word "wetland".
Buffers

2a. Site #* (')
2a1 Reason * (?)
2b. Impact type* (')
2c. Type of W.*
2d. W. name*
2e. Forested*
2f. Type of Jurisdicition *
(9)
29. Impact
area*
W1
Driveway and Grading
P
Seep
WL 1000
Yes
Both
0.019
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Permanent Wetland Impact
0.019
2g. Total Wetland Impact
0.019
2i. Comments:
Wetland is abutting delineated pond.
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.
"S." will be used in the table below to represent the word "stream".
3a. Reason for impact* (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width*
3h. Impact
length*
S1
Culvert
Permanent
Culvert
CH 400
Intermittent
Both
3
Average (feet)
87
(linear feet)
S2
Culvert
Permanent
Culvert
COH 400
Intermittent
Both
4
Average (feet)
74
(linear feet)
S3
Restoration
Permanent
Other
CH 600 to CH 700
Intermittent
Both
6
Average (feet)
600
(linear feet)
S4
Water line
Temporary
Excavation
CH 100
Perennial
Both
8
Average (feet)
40
(linear feet)
* All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
761
3i. Total temporary stream impacts:
40
3i. Total stream and ditch impacts:
801
3j. Comments:
Impacts S1 and S2 are being permitted under a NWP 39 and impact S3 is being permitted under a NWP 27. See attached stream restoration plan.
Impact S4 will be permitted under NWP 39 and is temporary excavation for the installation of a water line.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: *
The project has been designed and engineered to avoid and minimize impacts to the greatest extent possible which include the size and the positioning
of the proposed buildings and associated construction.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: *
Both of the proposed culverted stream crossing (S1 and S2) include the use of headwalls to minimize the length and area of the impact. A retaining wall
is also being constructed to avoid all impacts to channel CH 500. The only proposed impacts to the perennial channel is temporary excavation for the
installation of a water line. The one proposed wetland impact was located adjacent to a man-made pond flooded by an earthen dam.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Permanent impacts under NWP 39 do not exceed 0.02 ac for stream or 0.1 acre for wetland. Stream impact S3 (600 LF, 0.083 Ac) is for the restoration of a stream channel through the
pond bottom.
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website.

F. Stormwater Management and Diffuse Flow Plan (required by DWR)
*** Recent changes to the stormwater rules have required updates to this section .***
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
For a list of options to meet the diffuse flow requirements, click here.
If no, explain why:
Not adjacent to riparian buffers
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?*
Yes No
To look up low density requirement click here 15A NCAC 02H .1003(2).
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program? *
Yes No
N/A - project disturbs < 1 acre
Hint: projects that have vested rights, exemptions, or grandfathering from state or locally implemented stormwater programs or projects that satisfy state or locally -implemented stormwater programs through use of community in -lieu programs should answer
no to this question.
2d. Which of the following stormwater management program(s) apply (check all that apply): *
Local Government State
If you have a local government approval please include the SMP on their overall impact map.
Local Government Stormwater Programs*
Phase II NSW
USMP Water Supply
Please identify which local government stormwater program you are using. *
Charlotte
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? *
Yes No
3b. If you answered "no," provide a short narrative description.
This project is a complete and single project. Future connection to Verde Creek Road may occur in the future which would tie into an existing residential
subdivision.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a
treatment plant, list the capacity available at that plant.
Project will connect to existing municipal sewer

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat? *
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts? *
Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?*
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?*
Yes No
5g. Does this project involve bridge maintenance or removal?*
Yes No
Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf
5h. Does this project involve the construction/installation of a wind turbine(s)?* *
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? *
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? *
IPAC and NHP
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat? *
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
NOAA Essential Fish Habitat Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g., National Historic Trust
designation or properties significant in North Carolina history and archaeology)? *
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? *
NC HPO Buffer Map. See attached no comment letter from NC HPO
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search
8a. Will this project occur in a FEMA-designated 100-year floodplain? *
Yes No
8c. What source(s) did you use to make the floodplain determination? *
Google Earth FEMA NFHL .kml layer
Miscellaneous
Comments
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Beacon Rhyne NWP 39_27 ePCN Attachments_Compressed.pdf 9.67MB
File must be PDF or KMZ

Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name: *
Jacob Sinclair
Signature *
Date
12/2/2022

TL
IFONMENTAL
AGENT AUTHORIZATION FORM
U.S. Army Corps of Engineers, Wilmington District
Attn: Mr. Scott McLendon, Chief, Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402-1890
-and-
NC Division of Water Resources, Water Quality Program
Wetlands, Buffers, Streams — Compliance and Permitting Unit
Attn: Mr. Paul Wojoski, Supervisor
1617 Mail Service Center
Raleigh, North Carolina 27699-1650
I, the current landowner, lessee, contract holder to purchase, right to purchase holder, or easement
holder of the property/properties identified below, hereby authorize Atlas Environmental Inc to act on my
behalf as my agent during the processing of permits to impact Wetlands and Waters of the US that are
regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are
authorized to be on said property when accompanied by Atlas Environmental Inc staff for the purpose of
conducting on -site investigations and issuing a determination associated with Waters of the US subject to
Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899 and Waters of the State including 404 Wetlands, Isolated Wetlands, and other non-404
Wetlands subject to a permitting program administered by the State of North Carolina. Atlas
Environmental Inc is authorized to provide supplemental information needed for delineation approval
and/or permit processing at the request of the Corps or NC DWR Water Quality Program.
Project Name:
Property Owner of Record:
Contact Name:
Address:
Address:
Phone/Fax Number:
Email Address:
Project Address:
Project Address:
Tax PIN:
Signature:
Date:
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ATLAS Environmental Inc.
338 S. Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
jrobertson©atlasenvi.com
www.atlasenvi.com

MECKLENBURG COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 11/28/2022
Identity
Parcel ID
GIS ID
05326101
05326101
Property Characteristics
Legal desc
NA
Land Area
20.12 AC
Fire District
WEST MECKLENBURG
Special District
FIRE SERVICE A
Account Type
NC CORP
Municipality
MECKLENBURG
COUNTY -UNINCORPORATED
Property Use
INDUSTRIAL
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer
No
FEMA and Community Floodplain
FEMA Panel#
3710451600J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
240 RHYNE RD UNINC
240 RHYNE RD UNINC
240 RHYNE RD UNINC
Ownership
Owner Name
Mailing Address
LIVINGSTONE COATING
CORP
PO BOX 7
MOUNT HOLLY NC 28120
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
03112-019
01/01/1975
$0.00
Site Location
ETJ Area
Charlotte
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
60.05
Post Construction District
Jurisdiction
Charlotte
District
Western Catawba
Stream Watershed Districts
Stream Watershed Name
LONG
Regulated Drinking Watershed Districts
Watershed Name
LAKE WYLIE
Watershed Class
PA
Built -Upon Area Restriction
Limit on amount of Built -Upon Area
Yes
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 responsibility for the
information contained herein.
Page 1/1

MECKLENBURG COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 11/28/2022
Identity
Parcel ID
GIS ID
05326105
05326105
Property Characteristics
Legal desc
NA
Land Area
26.28 AC
Fire District
WEST MECKLENBURG
Special District
FIRE SERVICE A
Account Type
NC CORP
Municipality
MECKLENBURG
COUNTY -UNINCORPORATED
Property Use
INDUSTRIAL
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer
Yes
FEMA and Community Floodplain
FEMA Panel#
3710451600J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
MOUNT HOLLY RD UNINC
Ownership
Owner Name
Mailing Address
OAKSHIRE LLC
5000 PARK RD
CHARLOTTE NC 28209
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
36928-851
12/30/2021
$2,700,000.00
09020-868
04/21/1997
$0.00
Site Location
ETJ Area
Charlotte
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
60.05
Post Construction District
Jurisdiction
Charlotte
District
Western Catawba
Stream Watershed Districts
Stream Watershed Name
LONG
Regulated Drinking Watershed Districts
Watershed Name
LAKE WYLIE
Watershed Class
PA
Built -Upon Area Restriction
Limit on amount of Built -Upon Area
Yes
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 responsibility for the
information contained herein.
Page 1/1

MECKLENBURG COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 11/28/2022
Identity
Parcel ID
GIS ID
05325115
05325115
Property Characteristics
Legal desc
NA
Land Area
63.158 AC
Fire District
WEST MECKLENBURG
Special District
FIRE SERVICE A
Account Type
INDIVIDUAL
Municipality
MECKLENBURG
COUNTY -UNINCORPORATED
Property Use
FOREST - COMMERCIAL
PRODUCTION
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer
Yes
FEMA and Community Floodplain
FEMA Panel#
3710451600J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
RHYNE RD UNINC
Ownership
Owner Name
Mailing Address
JOHN K SPRINGSTEED
5000 PARK RD
CHARLOTTE NC 28209
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
05106-439
10/11/1985
$102,500.00
Site Location
ETJ Area
Charlotte
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
60.05
Post Construction District
Jurisdiction
Charlotte
District
Western Catawba
Stream Watershed Districts
Stream Watershed Name
LONG
Regulated Drinking Watershed Districts
Watershed Name
LAKE WYLIE
Watershed Class
PA
Built -Upon Area Restriction
Limit on amount of Built -Upon Area
Yes
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 responsibility for the
information contained herein.
Page 1/1

Impact S1: Permanent
NWP 39: Culvert
CH400:--0.007Ac, 87LF
Impact S2: Permanent
NWP 39: Culvert
CH 400: - 0.007 Ac, 74 LF
605 LEXINGTON AVENUE , SUITE 301
CHARLOTTE, NC 28203
P) 704-749-1432
www.orsborn-eng.com
RHYNE ROAD LOGISTICS PARK
WETLAND IMPACT MAP
CHARLOTTE, NORTH CAROLINA
SEPTEMBER 12, 2022
Impact S4: Temporai
CH 100: - 40 LF
Impact W1: Permanent
NWP 39: Wetland Fill
WL 1000: - 0.019Ac
Impact S3: Permanent
NWP 27: Stream Restoration
- 600 LF, 0.083 Ac
See Included Stream Restoration Plan

Legend
O Review Area
Meck. Co. Parcels
Streets
Contours: 2 Ft
Delineation
Perennial
Intermittent
Wetland
Pond
Culvert
I 1
Aquatic Resource Sketch Map
Project Name: Beacon -Rhyne Road
Location: 240 Rhyne Road Charlotte, NC 28214
For: Beacon Partners Attn: Matt Lucarelli
Sketch Map provided for illustrative purposes and
preliminary planning only. Not intended to be
relied upon for exact location, dimension, or
orientation. All findings and assessments are
subject to verification from the Army Corps of
Engineers, NC Division of Water Resources,
and/or other appropriate local authorities. Do not
reproduce map set except in its entirety.
250 500 750 1000 Ft
Page 1 of 6
Figure: la
Coordinates: 35.289579, -80.970509
Date: November 16, 2022

Aquatic Resource Sketch Map
Legend
L= Review Area
Meck. Co. Parcels
Streets
Aerial Imagery
Delineation
IIIt Perennial
Intermittent
1 Wetland
Pond
NM Culvert
Project Name: Beacon -Rhyne Road
Location: 240 Rhyne Road Charlotte, NC 28214
For: Beacon Partners Attn: Matt Lucarelli
Page 2 of 6
Figure: 1b
Coordinates: 35.289579, -80.970509
Date: November 16, 2022

Brazos St
Perennial RPW
CH 100: -- 2477 LF, 0.430 Ac
/
Legend
0 Review Area
O Meck. Co. Parcels
Streets
Contours: 2 Ft
Delineation
IIIt Perennial
Intermittent
Wetland
Pond
NM Culvert
Page 3 of 6
Aquatic Resource Sketch Map
Notes
1: CH 100 length and area includes culvert
2: CH 100 generally follows West
boundary of review area and includes
many channel segments
Figure: lc
Project Name: Beacon -Rhyne Road
Location: 240 Rhyne Road Charlotte, NC 28214
For: Beacon Partners Attn: Mr. Matt Lucarelli
Coordinates: 35.289579, -80.970509
Date: June 23, 2022
Intermittent RPW
CH 300: - 106 LF, 0.007 Ac
Perennial RPW
CH 200: - 656 LF, 0.061 Ac
0 50 100 150 200 Ft

Legend
O Review Area
Meck. Co. Parcels
Streets
Contours: 2 Ft
Delineation
M Perennial
Intermittent
IIMI Wetland
Pond
M Culvert
i 1
50 100 150 200 Ft
llllllllllllll� llllllllllllll�
Project Name: Beacon -Rhyne Road
Location: 240 Rhyne Road Charlotte, NC 28214
For: Beacon Partners Attn: Mr. Matt Lucarelli
Page 4 of 6
Figure: id
Coordinates: 35.289579, -80.970509
Date: June 23, 2022

Intermittent RPW
CH 500: - 199 LF, 0.016 Ac
Legend
O Review Area
Meck. Co. Parcels
o Streets
Contours: 2 Ft
Delineation
M Perennial
Intermittent
IIMI Wetland
Pond
M Culvert
i 1
Intermittent RPW
CH 400: - 944 LF, 0.062 Ac
Aquatic Resource Sketch Map
0 50 100 150 200 Ft
IIIIIIIIIIII� IIIIIIIIIIII�
Project Name: Beacon -Rhyne Road
Location: 240 Rhyne Road Charlotte, NC 28214
For: Beacon Partners Attn: Mr. Matt Lucarelli
Page 5 of 6
Figure: le
Coordinates: 35.289579, -80.970509
Date: June 23, 2022

Aquatic Resource Sketch Map
Intermittent RPW
CH 700: - 197 LF, 0.025 Ac
Intermittent RPW
CH 600: - 336 LF, 0.039 Ac
CH 100 Continued
Legend
O Review Area
Meck. Co. Parcels
o Streets
Contours: 2 Ft
Delineation
M Perennial
Intermittent
IIMI Wetland
Pond
M Culvert
I I
CH 100 Continued
Impoundment
Pond 1: - 1.473 Ac
Abutting Wetland
WL 1000: - 0.019 Ac
50 100 150 200 Ft
VIRONMENTAL
Project Name: Beacon -Rhyne Road
Location: 240 Rhyne Road Charlotte, NC 28214
For: Beacon Partners Attn: Matt Lucarelli
Page 6 of 6
Figure: if
Coordinates: 35.289579, -80.970509
Date: November 16, 2022

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
July 5, 2022
David Rabon
Atlas Environmental, Inc.
338 South Amity Road #441
Charlotte, North Carolina 28211
[e-mail]
Subject: Beacon -Rhyne Industrial Development; Mecklenburg County, North Carolina
Dear Jacob Sinclair:
The U.S. Fish and Wildlife Service (Service) has reviewed the information provided in your
correspondence dated June 6, 2022, wherein you solicit our comments regarding project -
mediated impacts to federally protected species. We submit the following comments in
accordance with the provisions of the Fish and Wildlife Coordination Act, as amended
(16 U.S.C. 661-667e); the National Environmental Policy Act (42 U.S.C. §4321 et seq.); and
section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act).
Project Description
According to the information provided, the Applicant proposes to construct an industrial
development and appurtenances on approximately 110 partially forested acres in Charlotte,
North Carolina. The information provided suggests that the proposed project will require
authorization from the U.S. Army Corps of Engineers for impacts to Waters of the United States.
Federally Listed Endangered and Threatened Species
According to Service records, suitable summer roosting habitat may be present in the action area
(50CFR 402.02) for the federally threatened northern long-eared bat (Myotis septentrionalis).
However, the final 4(d) rule, (effective as of February 16, 2016) exempts incidental take of
northern long-eared bat associated with activities that occur greater than 0.25 miles from a
known hibernation site, and greater than 150 feet from a known, occupied maternity roost during
the pup season (June 1 — July 31). Based on the information provided, the project would occur at
a location where any incidental take that may result from associated activities is exempt under
the 4(d) rule for this species. Although not required at this time, we encourage the Applicant to
avoid any associated tree clearing activities during this animal's pup season, maternity roosting
season (May 15 — August 15) and/or active season (April 1 — October 15). If adhered to, a tree
clearing moratorium would also support our concurrence with a "may affect, not likely to
adversely affect" determination from the action agency for this animal.
Please note that on March 23, 2022, the Service published a proposal to reclassify the northern
long-eared bat (NLEB) as endangered under the Act. The U.S. District Court for the District of
Columbia has ordered the Service to complete a new final listing determination for the NLEB by
November 2022 (Case 1:15-cv-00477, March 1, 2021). The bat, currently listed as threatened,

faces extinction due to the range -wide impacts of white -nose syndrome (WNS), a deadly fungal
disease affecting cave -dwelling bats across the continent. The proposed reclassification, if
finalized, would remove the current 4(d) rule for the NLEB, as these rules may be applied only
to threatened species. Depending on the type of effects a project has on NLEB, the change in the
species' status may trigger the need to re -initiate consultation for any actions that are not
completed and for which the Federal action agency retains discretion once the new listing
determination becomes effective (anticipated to occur by December 30, 2022). If your project
may result in incidental take of NLEB after the new listing goes into effect this will need to be
addressed in an updated consultation that includes an Incidental Take Statement. If your project
may require re -initiation of consultation, please contact our office for additional guidance.
Additional information about this animal including its proposed reclassification can be found
here: https://www.fws.gov/species/northern-long-eared-bat-myotis-septentrionalis
The information provided indicates that suitable habitat is not present within the action area for
the federally endangered Schweinitz's sunflower (Helianthus schweinitzii), smooth coneflower
(Echinacea laevigata), and Michaux's sumac (Rhus michauxii) and targeted botanical surveys
during the appropriate timeframes were not conducted for these species. Suitable habitats for
these plants include maintained roadsides, utility rights of way, open woodlands, disturbed or
maintained open areas, cedar barrens, and/or transitional habitats. These plants typically occur in
areas where natural disturbance or management regime reduces competition from other plant
species and these plants do not typically occur where dense understory vegetation is established
(especially exotic or invasive plant species). If suitable habitat is not present within the action
area for these species, we would not object to a "no effect" determination from the action
agency.
Based on the information provided, suitable habitats do not occur onsite for any other federally
protected species, and we require no further information at this time. Please be aware that
obligations under section 7 of the Endangered Species Act must be reconsidered if: (1) new
information reveals impacts of this identified action that may affect listed species or critical
habitat in a manner not previously considered, (2) this action is subsequently modified in a
manner that was not considered in this review, or (3) a new species is listed or critical habitat is
determined that may be affected by the identified action.
Erosion and Sediment Control
Measures to control sediment and erosion should be installed before any ground -disturbing
activities occur. Grading and backfilling should be minimized, and existing native vegetation
should be retained (if possible) to maintain riparian cover for fish and wildlife. Disturbed areas
should be revegetated with native vegetation as soon as the project is completed. Ground
disturbance should be limited to what will be stabilized quickly, preferably by the end of the
workday. Natural fiber matting (coir) should be used for erosion control as synthetic
netting can trap animals and persist in the environment beyond its intended purpose.
Impervious Surfaces and Low -Impact Development
Increased storm -water runoff also degrades aquatic and riparian habitat, causing stream -bank and
stream -channel scouring. Impervious surfaces reduce groundwater recharge, resulting in even
lower than expected stream flows during drought periods, which can induce potentially
2

catastrophic effects for fish, mussels, and other aquatic life. Accordingly, we recommend that all
new development, regardless of the percentage of impervious surface area they will create,
implement storm -water -retention and -treatment measures designed to replicate and maintain the
hydrograph at the preconstruction condition to avoid any additional impacts to habitat quality
within the watershed.
We recommend the use of low -impact -development techniques, such as reduced road widths,
grassed swales in place of curb and gutter, rain gardens, and wetland retention areas, for
retaining and treating storm -water runoff rather than the more traditional measures, such as large
retention ponds, etc. These designs often cost less to install and significantly reduce
environmental impacts from residential development.
Where detention ponds are used, storm -water outlets should drain through a vegetated area prior
to reaching any natural stream or wetland area. Detention structures should be designed to allow
for the slow discharge of storm water, attenuating the potential adverse effects of storm -water
surges; thermal spikes; and sediment, nutrient, and chemical discharges. Also, because the
purpose of storm -water -control measures is to protect streams and wetlands, no
storm -water -control measures or best management practices should be installed within any
stream (perennial or intermittent) or wetland.
The Service appreciates the opportunity to provide these comments. Please contact Mr. Byron
Hamstead of our staff at [e-mail] if you have any questions. In any future
correspondence concerning this project, please reference our Log Number 4-2-22-566.
Sincerely,
- - original signed - -
Janet Mizzi
Field Supervisor
3

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary D. Reid Wilson Deputy Secretary, Darin" Waters, Ph.D.
March 31, 2022
Austin Baggarley
ATLAS Environmental, Inc.
338 South Sharon Amity Road, Suite #411
Charlotte, NC 28211
[e-mail]
Re: Construct industrial development, 240 Rhyne Road, Charlotte, Mecklenburg County, ER 22-0424
Dear Mr. Baggarley,
Thank you for your email of February 1, 2022, regarding the above -referenced undertaking. We have
reviewed the submittal and offer the following comments.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579
or [e-mail]. In all future communication concerning this project, please cite the
above referenced tracking number.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579
or [e-mail]. In all future communication concerning this project, please cite the
above referenced tracking number.
Ramona Bartos, Deputy
L) State Historic Preservation Officer
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898

Jennifer Robertson
From: Munzer, Olivia <[e-mail]>
Sent: Tuesday, August 2, 2022 3:54 PM
To: Jennifer Robertson
Cc: Steve Kichefski; Perez, Douglas J; Hamstead, Byron A
Subject: NCWRC Comments for SAW-2022-00318 - Beacon Rhyne Road
Attachments: NC Native Plant Alternatives_October2018.pdf
Good afternoon Jennifer,
I have a few comments for the Beacon Rhyne Road project.
1. We recommend a slow drawdown of the pond, preferably outside the brumation period for turtles (i.e.,
summer). Fish should not be released from the pond and fish cannot be relocated to another pond. A pond/lake
management company can be contacted to remove the fish appropriately. Non-native wildlife and plant species
are not released into the watershed.
2. Once the stream is restored, we recommend monitoring to ensure successful channel and bank stabilization and
vegetation growth. Invasive species control should occur regularly, including prior to construction if
present. Invasive species outcompete native plants and provide minimal benefit to wildlife. Monitoring the site
should occur once per year during the growing season for three years or three bankfull events.
3. Consider using state-of-the-art natural channel design and restoration techniques. Native vegetation and
bioengineered structures should be used for stream stabilization where possible. Riprap used for stream bank
stabilization should be limited to the stream bank below the high-water mark, and vegetation should be used for
stabilization above the high-water mark. Long-term stabilization can be accomplished using native plants such
as red maple, black willow, sycamore, river birch, silky dogwood, and other native woody species. Riprap should
not be placed in the stream bed.
4. Non-native plants should not be used for seeding disturbed areas. Specifically, avoid using Bermudagrass,
redtop, tall fescue, and lespedeza, which are invasive and/or non-native. A list of alternatives to non-native
species has been attached. Alternatively, use a grain, such as oats, wheat, or rye for temporary cover and native
seed mixes for permeant seeding. We recommend planting native, wildflower seed mixes that will create
pollinator habitat within the project boundary and plant native trees and shrubs for landscaping rather than
using turf grass. Native plants, including those used for the stream restoration, should naturally occur in
Mecklenburg County (https://authl.dpr.ncparks.gov/flora/species account.php). Using native plants will also
reduce costs and time for maintenance of landscaping.
Please let me know if you have questions.
Olivia Munzer
Western Piedmont Habitat Conservation Coordinator
NC Wildlife Resources Commission
Rogers Depot
1718 NC Hwy 56 W
Creedmoor, NC 27522
Office: 919-707-0364
Cell: 336-269-0074
[e-mail]
www.ncwildlife.org
You
Uri
1

Beacon
Rhyne
Notes:
No stilling basins are proposed for pump around design due to space requirements and
temporary nature of pump around requirements for this project.
v
Q I*
Stream Restoration Plan All dikes will be constructed from impermeable and non -erosive materials.
Pump inlet hose will be positioned at water surface.
Lzu
p E nJ
CC Qcu
Pump outlet hose will discharge to a silt bag which will be positioned on a rock pad for
-
�- -- --• -- "-„•- ' r,..�
Jai '-
__ �.. .�. _ yy e. W ... �.. ..� ,.,, .,..
diffuse flow back to the channel.
A smaller secondary pump will be used keep the work area dry from any groundwater
seeps.
k
1 1��1
1�r�
n o z
-p
+'
d
;��
- "�
Pump around will be set up and established daily and will approximate the amount of
work which can be accomplished in a day. The active construction will only occur
CO
CO u
„_
.. ,_
between the impermeable dike and the discharge hose of the
pump.
�- -
Fuel storage areas for the pump will follow all applicable regulations.
acon-Rhyne Roac
Rhyne Road
.rlotte, NC 28214
climates: 35.289579, -80.970509
?73 .F
.6
4-
ff
27 .
Pine Island Country Club.'9 •
Mt Holly
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uckaseege Park
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Whitewater C `trr lr„
_-=
Index of SheetsID v
Review Area
Arlington
O o
S
•:�=
1: Cover Sheet and Index
2: Overall Site Layout Woodford
fn4nt Abbey Green T"^�.,;- � .I;. F .
o
U
3: Overall Site with Contours - koEKM
4: Overall Site with Aerial Imagery - _ ___ I;j
5: Restoration Area General Layout - _ - = '
}
6: Restoration Area Existing Ground Contours• _ •
7: Restoration Area LiDAR -- : ,4
a
be; November 29, 2022
r: Beacon Partners
8: Alignment Pool and Riffle Layout .-_ I1625I .` t; = , C
. ENDERL4 PARK
9: Detail 1
10: Detail ° D. —_ ___rrt _ _ -
11: Detail3 — -_ -i_-, _ _-.---:-ilt_-:.._'_} FraziefP7rY
-= r-
12: Detail 4 ;;'
_a
13: Detail 5 t - -_ wsrERLY HILLS9
+
14: Existing Pond Bottom Cross Section ii r;;: ASH LEY.�rw
IL --
Q
a,
L
d
U
J
15: Existing Pond Bottom Longitudinal Profile I Chaflotte• . -. rr�
16: Proposed Longitudinal Profile II Douglas_ _ _ �`.+ar�
17: Existing vs Proposed Longitudinal Profile lrrternatioaial - '4 -
z
-p
d
18: Proposed Channel Cross Sections I1143I Airport :=qh'E'',..=RE!
o,
19: Stabilization 9- — _ •
d75
'
20: Vegetation Requirements lii Google -. =
21: Rock Cross Vane Typical
p
gig "-0
d
Q
a
D
o
L`
+)
<
22: Log Vane Typical Prepared by:
Atlas Environmental Inc.
'
JLR
23: Log Step Typical 338 South Sharon Amity Road #411
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General Materials List General Site Layout
Coir Fabric: - 1200 LF X 10 Ft
Hardwood Stakes for coir matting with hook: Qty - 2500
Coir Logs: Qty - 10 @ 10 Ft each
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Hardwood Stakes for coir logs: Qty - 30 (-3 stakes/log) •
Non Woven Filter Fabric: - 120 LF X 8 Ft
Hammer and Roofing Nails
Hardwood Logs Minimum 1 Ft Diameter: Qty 12-14 '
Ernst Riparian Seed Mix: 0.22 Acre @ 20 Ibs/acre. ;
Rocks for Grade Control Structures: Qty. -58. 3 Ft x 2 Ft x'2 Ft
Stream Substrate: - 25 cubic yards at 6 inches thick ;
Black Willow livestakes: Qty 100 I
Silky Dogwood Live stakes: Qty 50 I
Elderberry Live stakes: Qty 50 I
Straw matting for areas beyond coir matting ' - - - -
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Restoration Area Detail
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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarell
i\,._Lim"''
GRAPHIC SCALE
100 0 ,00 200 .00 'W
(IN FEET )
1 Inch = 400 ft

General Site Layout with Topography
GRAPHIC SCALE
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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
JLR
JTS
1" = 400'

General Site Layout with Aerial Imagery
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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
JLR
JTS
1" = 400'

Restoration Area with Site Plan and Delineated Features
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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
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GRAPHIC SCALE
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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
JLR
JTS
1" = 75'

R- estoration Area and JAR Digital El
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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
JLR
JTS
1" = 75'

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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarell
GRAPHIC SCALE
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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
JLR
JTS
1" = 10'

Legend
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Coordinates: 35.289579, -80.970509
Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
JLR
JTS
1" = 10'

Legend
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Coordinates: 35.289579, -80.970509
Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
JLR
JTS
1" = 10'

Legend
Inner Berm
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Coordinates: 35.289579, -80.970509
Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
JLR
JTS
1" = 10'

Legend
Inner Berm
Bankfull
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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
JLR
JTS
1" = 10'

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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli

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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarell
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Date; November 29, 2a
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
620.01
610,01
.20.00
.10.00

NIRONMENTAL
Amity Rd, #411
28211
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1" = 10'

Live Staking
Buds
Cut and
trimmed
live willow
branch
112"-2"in
diameter
10 "-13 rr
long
Prepare
planting hole
with rebar
i':
Shovel Installation
Method
Create a small
depression to collect
water
Buds• . • . ' '
Sail must be firmed
around live stake to avoid
air pockets and drying out.
Trim if more than 2 buds
are above ground.
- 3'
1' - 3'
Figure 5 — Live Stake Installation
SCOPE
This construction specification governs the installation of live stakes for erosion
control and/or bank stabilization. Installation shall be at the location and to the
lines and grades of the plan.
SITE PREPARATION
The treatment areas shall be stable and/or shaped prior to installation of the live
stakes to the lines and grades as shown on the construction drawings.
MATERIALS
The live stakes shall be from native woody plant materials or woody plant
materials adapted to the site. The plant species and dimensions are shown on the
drawings. The plant material shall be free from disease and harmful insects. The
plant materials shall be installed within 48 hours after initial preparation unless
refrigerated.
Remove leaves and side branches from cuttings and do not use the first year
growth. The basal ends should be cut at an angle and the top cut square. Cuttings
must not be allowed to dry out and must be kept covered and moist during
transport and storage.
INSTALLATION
Installation of the live stakes shall be made by one of the following methods:
a. Use a steel bar to make a pilot hole to the specified planting depth.
b. In soft ground where the live stake will not be injured, a dead blow
hammer may be used to drive the live stake to the planting depth.
The live stakes shall be trimmed to remove damage sections.
At least two lateral buds shall be exposed above the soil surface. The soil shall be
tamped and the planting shall be watered within 24 hours after planting.
Hardwood stake for coir matting
with hook. Stakes need to be
driven to ground level to prevent
tripping hazard.
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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
JLR
JTS
1" = 10'

Date: October 30, 2022
Ernst Conservation Seeds
8884 Mercer Pike
Meadville, PA 16335
[phone] Fax [phone]
www.ernstseed.com
NC Piedmont Riparian Mix - ERNMX-307
Botanical Name
29.90 % Sorghastrum nutans, 'Holt'
20.00 % Elymus virginicus
20.00 % Panicum virgatum, Carthage, NC Ecotype
10.00 % Panicum anceps, Eastern Shore MD Ecotype
5.00 % Chasmanthium latifolium, WV Ecotype
5.00 % Panicum rigidu/um, PA Ecotype
3.00 % Chamaecrista fasciculata, FL Ecotype
2.00 % Carex vulpinoidea, PA Ecotype
2.00 % Coreopsis lanceolata
2.00 % Rudbeckia hirta
0.50 % Juncus effusus, Coastal Plain NC Ecotype
0.40 % Vernonia noveboracensis, PA Ecotype
0.20 % He/enium autumnale, PA Ecotype
100.00 %
Seeding Rate: 20 lb per acre with a cover crop. For a cover
crop use either grain rye (30 Ibs/acre; 1 Sep to
31 Apr) or Japanese Millet (10 Ibs/acre; 1 May to
31 Aug)
Riparian Sites
Common Name
Indiangrass, 'Holt'
Virginia Wildrye
Switchgrass, 'Carthage', NC Ecotype
Beaked Panicgrass, Eastern Shore MD Ecotype
River Oats, WV Ecotype
Redtop Panicgrass, PA Ecotype
Partridge Pea, FL Ecotype
Fox Sedge, PA Ecotype
Lanceleaf Coreopsis
Blackeyed Susan
Soft Rush, Coastal Plain NC Ecotype
New York Ironweed, PA Ecotype
Common Sneezeweed, PA Ecotype
Mix Price/Lb Bulk:
Price/Lb
14.61
8.75
12.79
43.20
96.00
57.60
12.00
28.80
28.80
31.20
48.00
264.00
216.00
$24.54
This mix of grasses and grass -like species will tolerate flooding and provide food and cover for native game birds in the Piedmont
region. Mix formulations are subject to change without notice depending on the availability of existing and new products. While the
formula may change, the guiding philosophy and function of the mix will not.
All areas of coir matting should receive the native seed mix. The coir matting area is
19,647 square feet which is approximately 0.45 acres. At an application rate of 20
Ibs/acre this area will require 9 Ibs of the native seed mix.
Native Plants and Live Stakes
Phone Numbers: Fax Number:
(336) 384-LEAF (5323) (336) 384-FROG (3764)
[phone] Email: [e-mail]
Mailing Address: Shipping Address:
2251 Ed Little Road 797 Helton Creek Road
Creston, North Carolina 28615 Lansing, North Carolina 28643
*Call for availability: Not all plants listed in constant supply
LIVESTAKES
Price per bundle (50 Live Stakes/Bundle) Price
Black Willow (Salix nigra)
Silky Dogwood (Corms amomum )
Silky Willow (Salix sericea)
Nine Bark (Physocarpus opulifolius )
Elderberry (Sambucus nigra)
Buttonbush (Cephalanthus occidental's)
Brush Mattress Available in Species Listed Above
(25+ Live Branches/Bundle $18.00/bundle)
BARE ROOT PLANTS
Call for Prices and availability
Crab Apple (Malus angusofolia )
Wild Cherry (Prunus serotina)
Hemlock Canadian (Tsuga canadensis)
Hemlock Carolina (Tsuga caroliniana)
Ironwood (Ostrya virginiana )
Black Birch (Betula lenta )
Yellow Birch (Betula alleghaniensrs )
Beech (Fagus grandifolia)
Sugar Maple (Acer saccharum)
Striped Maple (Acer pensylvanicum )
Spicebush (Lindera benzoin)
Chestnut Oak (Quercus montana )
Yellow Poplar (Liriodendron tulipifera)
Red Maple (Acer rubrum )
White Pine (Pinus strobus )
Spiraea (Spiraea thunbergii or Spiraea vanhoutte)
Quantity
NATIVE PLANTS
$6.25/1 Gallon and $16.00/3 Gallon Gallon Size
$26.00 Green Ash (Fraxinus pennsylvanica )
$26.00 Black Walnut (Juglans nigra)
$26.00 Blackgum (Nyssa sylvatica)
$26.00 Silky Dogwood (Corpus amomum)
$26.00 Red Maple (Acer rubrum)
$26.00 Water Oak (Quercus nigra)
Willow Oak (Quercus phelos)
White Oak (Quercus alba)
Northern Red Oak (Quercus rubra)
Persimmon (Diospyros virginiana )
River Birch (Betula nigra)
Sugarberry (Celtis laevigata)
Sycamore (Platanus occidentalis )
Tag Alder (Alms serrulata )
Dogwood (flowering) (Cornus fiorida )
Eastern Redbud (Carets canadensis )
Yellow Poplar (Liriodendron tulipifera )
Winterberry (Ilex verticillata)
Possumhaw (Ilex decidua)
Sugar Maple (Acer saccharum)
Striped Maple (Acer pensylvanicum )
Spicebush (Lindera benzoin)
Chestnut Oak (Quercus montana )
Ironwood (Ostrya virginiana )
Black Birch (Betula lenta )
Yellow Birch (Betula alleghaniensis )
Beech (Fagus grandfoli a)
Rhododendron (Rhododendron catawbiense)
Hemlock Canadian (Tsuga canadensis )
Southem Arrowwood ( Viburnum dentatum)
Wild Cherry (Prunus seroliina )
Hornbeam (Carpinus caroliniana)
Crab Apple (Malus angustifolia )
Choke Berry (Aronia arbutifolia )
Witchhazel (Hamamelis virginiana)
Paw Paw (Asimina triloba)
Hazelnut (Corylus americana)
Mountain Laurel (Kalmia latifolia )
Highbush Blueberry ( Vaccinium corymbosum )
Spiraea (Spiraea thunbergii or Spiraea vanhoutte) - 3 gal only
Quantity
All areas of coir matting should be planted with native woody vegetation. At an initial
planting rate of 360 stems per acre. Based on the area of the coir matting being 0.45
acres Atlas recommends planting a minimum of 200 live stakes.
Black Willow: Quantity: 100
Elderberry: Quantity: 50
Silky Dogwood: Quantity: 50
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Coordinates: 35.289579, -80.970509
Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
JLR
JTS
1" = 10'

TOE OF BANK,
TYPICAL
BANKFULL (SEE NOTE 3)
1/3 X5
FLOW
1/3
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i
STREAM BANK,
TYPICAL
STREAM BANK
FILTER FABRIC (SEE NOTE 7)
COARSE BACKFILL (SEE NOTE 8)
X1 - CROSS VANE INVERT
CONTROL POINT
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338 S. Sharon Amity Rd, #411
;harlotte NC, 28211
COARSE
BACKFILL
(SEE NOTE 8)
/
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ELEVATION BANKFULL HEADER BOULDER (SEE NOTE 6)
FOOTER BOULDER (SEE NOTE 6)
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\ FILTER FABRIC,
X10` TYPICAL (SEE NOTE 7)
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Beacon -Rhyne Road
240 Rhyne Road
Charlotte, NC 28214
Coordinates: 35.289579, -80.970509
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TOE OF BANK
X3 - RIGHT VANE ARM
INTERCEPT CONTROL POINT
X7
/
\ /
X2 - LEFT VANE ARM VANE
INTERCEPT CONTROL POINT
VARIES X14
0' TO 1/3 X5
ARM SECTION
A - A'
ELEVATION (SEE NOTE 3)
/
STREAM BED
ELEVATION (SEE NOTE 3)
X4 - POOL CONTROL
POINT ELEVATION
/
BANKFULL WIDTH
/
/
X5
PLAN VIEW
X5
X1 -CROSS VANE
INVERT CONTROL
X7
1/3 X5
1/3 X5
1/3 X5
X7
POINT ELEVATION
FLOODPLAIN
(SEE NOTE2) BANKFULL
(SEE NOTE 3) SILL, TYPICAL
- - _ X2 OR X3 - LEFT OR RIGHT VANE
_ ARM INTERCEPT CONTROL POINT
COARSE _ _ ELEVATION
BACKFILL 1I _
VARIES \/A\
X3
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X2
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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarell
FLOW
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0'-X
X12 (SEE NOTE 10E)
- -�f-. � _ -
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(SEE NOTE 22))
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FOOTER BOULDER, TYPICAL
CROSS SECTION B-B'
PROFILE VIEW

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TOE OF BANK, TYPICAL
BANKFULL, TYPICAL (SEE NOTE 3)
STREAM BANK,
FILTER FABRIC, TYPICAL (SEE NOTE 7) TYPICAL
1/3k3
COARSE BACKFILL (SEE NOTE 8)/ FLOW
X11
BALLAST BOULDER,
(SEE NOTE 6 )
VARIES
0'-X8
`
TYPICAL. BANKFULL (SEE NOTE 3)
X1 - LEFT OR RIGHT VANE
ARM INTERCEPT CONTROL
POINT ELEVATION
(SEE NOTES 1 & 3)
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338 S. Sharon Amity
Charlotte NC, 28211
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(SEE NOTE 6)
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eacon-Rhyne Road
40 Rhyne Road
'arlotte, NC 28214
)orcdinates: 35.289579, -80.970509
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IMO X7 (SEE NOTE 10B)
ittil,�•� V/ FOOTER LOG
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HEADER LOG
X2 - POOL CONTROL
POINT ELEVATION
(SEE NOTE 2)
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/
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X1 -RIGHT OR LEFT VANE ARM ���'
INTERCEPT CONTROL POINT
ELEVATION NOTES 1 & 3)
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XI 11 '
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LOGVANE BANKFULL
/
X2-POOL CONTROL .\/
STREAMBANK
X16
t
COARSE BACKFILL (SEE NOTE 8)
HEADER LOG (SEE NOTE 10C)
FOOTER LOG, IF
I SPECIFIED (SEE NOTE 6)
(SEE X12 - \ / gEp / POINT ELEVATION VARIES
EPM NOTE 2)
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FILTER FABRIC
(SEE NOTE 7)
PLAN VIEW ARM
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SECTION
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THIS FIGURE IS ONLY MEANT TO DEFINE THE MINIMUM INFORMATION REQUIRED BY THE CITY OF CHARLOTTE TO BE INCLUDED IN A DETAIL FOR THIS TYPE OF TECHNIQUE.
THIS FIGURE IS NOT MEANT TO REPRESENT A STANDARD DESIGN METHOD FOR THIS TYPE OF TECHNIQUE AND SHALL NOT BE USED AS SUCH. NOT TO SCALE
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Charlotte -Mecklenburg
! SHEET NUMBER
£
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CHARLOTTE-MECKLENBURG
LOG VANE
1 OF 2
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STORM WATER SERVICES
7 REV. DATE
REV.#
RA
WATER
GENERIC DETAIL REQUIREMENTS
DRAFT - NOT TO BE USED FOR CONSTRUCTION
Services _ —
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JLR
JTS
1" = 10'

Z1
Rock
Riprap
1
W
-W�
Reber anchors
(2min)
Use logs that are straight, uniform diameter and
free of rot, disease or insect infestation.
Live Clumps
Live
twig
Cuttings
Logs (2min)
2x4
Nail
Staple
or nail
Geotextile
4".
*4011/Alk
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'411111
OvIrtA
Flow
Backfill with cobble
Geotextile
D=
Reber
Notch
iW Soil anchors
(optional)
Flow
Geotextile
2x4
Staple
or nail
Rock Riprap
z2H
Canceptual Plan - Not for Construction
Install live clumps and live cuttings
into adjacent protection during
construction. Extend to below
stream bed.
Reber
Drill 1X-A" dia.
hole and drive
#8 rebar
through. Bend
end at top.
End rock elevated
Streambed
D,swir... .0 u .cis
4NRCS
Ynt.^nl ks.=.Cur: P: rC,SPreCiC'i' 5,7rirP
Jni;ed Stc-ss ^_r AriLits^f
LOG CHECK DAM
-SMALL STREAM
(Less Than 12ft.)
J. Frfpp. K. Werster
Designed r knnel
Drawn
Checked
Acproved
Date
nrR/nr,
Juan Renter -fa OB/OS
hde Nome
Smell-Slreorn.dwg
Prowling Name
Small Stream
❑8f75/f78
Sheet 1 of 1
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Coordinates: 35.289579, -80.970509
Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
JLR
JTS
1" = 10'

v
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PROJECT REFERENCE NO.
SHEET NO.
R-25/4D
EC-2G
RV SHEET NO.
L.LJ
EXAMPLE
OF
PUMP
-AROUND
OPERATION
yy Apt
11110.
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¢0 ¢,
6 +8
NOTES:
1) All excavation shall be performed in only dry or isolated
areas of the work zone.
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CO S
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2) Impervious dikes are to be used to isolate work from
flow
stream when necessary.
3) Maintenance of stream flow operations shall be incidental
to the work. This includes polyethylene sheeting, diversion
pipes, pumps and hoses.
4) Pumps and hoses shall be of sufficient size to dewater
the work area.
/ \
SPECIAL STILLING BASIN \I
(SEE PROJECT SPECIAL PROVISIONS) %
Utilize a Stabilized Outlet Instead of \ / SPECIAL STILLING BASIN
a Special Stilling Basin If Pumping / (SEE PROJECT SPECIAL PROVISIONS)
Clean Water \; ' 1 j /
I � I
SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
1. INSTALL SPECIAL STILLING BASIN(S).
2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
OPERATIONS FOR STREAM DIVERSION.
.con -Rhyne Roc
Rhyne Road
,lone, NC 28214
Imates: 35.289579, -80.970509
IMPERVIOUS DIKE DEWATERING PUMP
(SEE PROJECT SPECIAL PROVISIONS) I
1
I 1 EXISTING STREAM
CHANNEL
I I
I
II
CULVERT
I
4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING
APPARATUS. DEWATER ENTRAPPED AREA. AREA TO BE DEWATERED SHALL
BE EQUAL TO ONE DAY'S WORK.
5. INSTALL CULVERT(S) IN ACCORDANCE WITH THE PLANS.
6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL
OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, AND
TEMPORARY FLEXIBLE HOSE. (DOWNSTREAM IMPERVIOUS DIKES FIRST).
7. REMOVE SPECIAL STILLING BASIN(S) AND BACKFILL. STABILIZE DISTURBED AREA
TEMPORARY I
FLEXIBLE HOSE I I
I
WITH SEED AND MULCH.
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Date; November 29, 2022
Updated: N/A
For: Beacon Partners
Attn: Matt Lucarelli
IMPERVIOUS DIKE
j • (SEE PROJECT SPECIAL PROVISIONS)
1 •
I \
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/
PUMP -AROUND PUMP \\--_.--_________
TOP OF BANK
JTS
1" = 10'