20211154 Ver 2_ePCN Application_20220413

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
OYes 0No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
BIMS # Assigned* Version# *
20211154 2
Is a payment required for this project?*
O No payment required
O Fee received
O Fee needed - send electronic notification
Reviewing Office*
Mooresville Regional Office - [phone]
Information for Initial Review
What amout is owed?*
0 $240.00
® $570.00
Select Project Reviewer*
Doug Perez:eads\djperez
la. Name of project:
536 W Tremont
la. Who is the Primary Contact?*
Jennifer Burdette
lb. Primary Contact Email:*
lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
4/13/2022
Nearest Body of Water
Irwin Creek
Basin
Catawba
Water Classification
C
Site Coordinates
Latitude:
35.211769
A. Processing Information
Longitude:
-80.869598
County (or Counties) where the project is located:
Mecklenburg
Is this a NCDMS Project
0Yes ONo
Is this project a public transportation project?*
0Yes ONo

la. Type(s) of approval sought from the Corps:
21 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
❑ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
0 Yes
O No
1b. What type(s) of permit(s) do you wish to seek authorization?
O Nationwide Permit (NWP)
0 Regional General Permit (RGP)
0 Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
0Yes ®No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
EO 401 Water Quality Certification - Regular
0 Non-404 Jurisdictional General Permit
0 Individual 401 Water Quality Certification
27 - Restoration
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
O Yes O No
OO 401 Water Quality Certification - Express
0 Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
lh. Is the project located in any of NC's twenty coastal counties?
O Yes O No
1j. Is the project located in a designated trout watershed?
OYes 0No
B. Applicant Information
0Yes ONo
OYes 0No
Id. Who is applying for the permit?
O Owner O Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
OYes 0No
2. Owner Information
2a. Name(s) on recorded deed:
536 W Tremont Owner, LP
2b. Deed book and page no.:
DB 36606; PG 657
2c. Contact Person:
Claire Hansen
2d. Address
Street Address
5605 Glenridge Dr, Ste 775
Address Line 2
City
Atlanta
Postal / Zip Code
30342
State / Province / Region
GA
Country
US

2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
704 West Tremont Owner, LLC
2b. Deed book and page no.:
DB 36345; PG 282 & DB 36342; PG 282
2c. Contact Person:
J W McAdams, II
2d. Address
Street Address
c/o FCP
Address Line 2
4445 Willard Ave, Ste 900
City
Chevy Chase
Postal / Zip Code
20815
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Jennifer Burdette
4b. Business Name:
Natural Resource Consultants
4c. Address
Street Address
10212 Creedmoor Rd
Address Line 2
City
Raleigh
Postal / Zip Code
27615
4d. Telephone Number:
[phone]
4f. Email Address:*
burdette@n rconsu ltnc. com
C. Project Information and Prior Project History
State / Province / Region
MD
Country
US
2f. Fax Number:
State / Province / Region
NC
Country
US
4e. Fax Number:
1. Project Information
lb. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Charlotte
2. Project Identification
2a. Property Identification Number:
11906427
2b. Property size:
3.5

2c. Project Address
Street Address
536 W Tremont Ave
Address Line 2
City
Charlotte
Postal / Zip Code
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Irwin Creek
3b. Water Resources Classification of nearest receiving water: *
C
3c. What river basin(s) is your project located in?*
Catawba
3d. Please provide the 12-digit HUC in which the project is located.
030501030101
4. Project Description and History
State / Province / Region
NC
Country
US
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: *
A 5-story, multi -family residential development with approximately 300 units is currently under construction. A perennial stream runs along the westem boundary of the site. This stream is
unstable, highly degraded, and was rated as low quality using NCSAM. The attached Nationwide Permit 29 and corresponding water quality certification were issued for this project last
fall. The permit approvals authorized the extension of the culvert under W. Tremont Avenue and the placement of riprap on the streambank at a stormwater outlet. The attached receipt
from the NC Division of Mitigation Service shows mitigation required by the permit was completed.
Land use in the project's vicinity consists of industrial, commercial, single-family residences, and multi -family developments. Figure 1 depicts the location of the project area on the US
Geological Survey (USGS) Charlotte East, NC 7.5-minute quadrangle topographic map. Figure 2 shows the location of the project area on the Web Soil Survey map. Figure 3 depicts the
subject property on an aerial photograph of the area.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
O Yes 0 No 0 Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
USACE AID # SAW-2021-01619
DWR Project # 21-1154
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
395
4h. Explain the purpose of the proposed project: *
The purpose of the project is to stabilize and provide ecological uplift of the stream using natural channel design techniques.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
Stream restoration is proposed to stabilize the perennial stream channel from the culvert under W. Tremont Avenue to approximately 395 linear feet downstream. A culvert removed as
part of the adjacent Toomey project daylighted approximately 39 linear feet of stream that is within this restoration reach. Boulder structures, vegetated soil lifts, constructed riffles, and
brush toes will be installed to stabilize the channel and improve the aquatic habitat of the stream. Once construction is complete, the streambanks and riparian area will be planted with
native vegetation, as shown in the attached construction plans.
An excavator and dump truck will be used to construct the restoration.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
Yes No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
0 Preliminary O Approved 0 Not Verified 0 Unknown 0 N/A
Corps AID Number:
SAW-2021-01619
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jennifer Burdette
0 Unknown
Agency/Consultant Company: NRC (formerly McAdams)

Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
The attached Approved Jurisdictional Determination based on the pre-2015 definition of "waters of the United States" was issued on November 28, 2021.
6. Future Project Plans
6a. Is this a phased project?*
O Yes O No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
El Wetlands f1 Streams -tributaries
O Open Waters O Pond Construction
3. Stream Impacts
O Buffers
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
SI
Stream Restoration
Permanent
Bank Stabilization
UT to Irwin Creek
Perennial
Both
8
Average (feet)
395
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
395
3i. Total stream and ditch impacts:
395
3j. Comments:
Stabilization will be accomplished using natural channel design techniques.
E. Impact Justification and Mitigation
3i. Total temporary stream impacts:
0
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The perennial stream along the western property boundary has a nearly five-foot high and actively migrating headcut that presents a structural risk to the
adjacent apartment building. The attached NCSAM results and supporting photographs show the stream rated as low quality and has a riparian area
consisting of Chinese and Japanese privet and English ivy.
A retaining wall to protect the apartment building was considered. The instability combined with the unaesthetic condition and poor quality of the stream
made stabilization using natural channel design a much better option. The proposed stream restoration will protect the adjacent building, improve the
aquatic and riparian habitat and greatly improve the aesthetic quality of the stream. Stabilization of the stream only from the existing headcut
downstream where the stream is most unstable was also considered. McAdams stream restoration engineers explained that restoration beginning at the
culvert is necessary to mitigate the steep slope of the channel and prevent future headcutting up to the culvert.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The project will follow a Sediment and Erosion Control Plan approved by the City of Charlotte and comply with the supplementary NPDES Construction
Stormwater Permit (NCG010000). Construction plans include a pump -around plan to ensure streamflow does not come into contact with the work area
until construction is complete.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
O Yes O No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The proposed restoration will stabilize the stream, stopping in -stream erosion from exporting sediment downstream. Created riffles, installation of brush toes, and planting of native
vegetation will improve the aquatic habitat of the stream and provide stream cover suitable for pollinator and wildlife habitat and food sources.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan

1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes • No
If no, explain why:
There is no State riparian buffer on the site.
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)?
0• Yes 0 No
Comments:
The stream restoration will not add impervious areas to the project.
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 result in additional development, which could impact nearby downstream water quality?*
Yes • No
3b. If you answered "no," provide a short narrative description.
The proposed stream restoration is not anticipated to result in additional development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
0 Yes 0 No 0 N/A
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 0 No
5b. Have you checked with the USFWS conceming Endangered Species Act impacts?*
• Yes 0 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?
0 Yes ® No
• No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
® Yes 0 No
5g. Does this project involve bridge maintenance or removal?
0Yes ®No
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.?
0 Yes 0 No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The attached email regarding the Tremont project from Byron Hamstead, USFWS dated September 9, 2021 indicates the Service believed that suitable
habitats do not occur onsite for any federally protected species and that no bald eagle nests have been identified onsite. The attached USFWS letter
also concluded that suitable habitats do no occur on the adjacent Toomey project.

6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
O Yes ® No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The Essential Fish Habitat (EFH) Mapper
(https://www.habitat.noaa.gov/protection/efh/efhmapper) was accessed on June 16, 2021.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
O Yes O No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The attached State Historic Preservation Office (SHPO) letter dated September 21, 2021 regarding the multi -family development indicates that the
agency is aware of no historic resources which would be affected by the project. Two SHPO letters concluding consultation for the adjacent Toomey
project are also attached.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
0 Yes • No
8c. What source(s) did you use to make the floodplain determination?*
FIRM Map Number 3710454300L, effective 9/2/2015
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Tremont PCN Ltr + Att 2022-04-13_Optimized.pdf 31.49MB
File must be PDF or KMZ
Comments
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:
Jennifer Burdette
Signature
Date
4/13/2022

fNatural Resource Consultants
f
April 13, 2022
U.S.Army Corps of Engineers NC Division of Water Resources
Raleigh Regulatory Field Office 401 & Buffer Permitting Branch
3331 Heritage Trade Drive,Suite 105 512 N.Salisbury St.
Wake Forest, North Carolina 27587 Archdale Bldg. 9th Floor
Raleigh, NC 27604
RE: Nationwide Permit 27/GC 4255 Application
536 W Tremont Stream Restoration
Charlotte, Mecklenburg County, North Carolina
USACE AID#: SAW-2021-01619
DWR Project#: 2021-1154 v2
NRC Project#: 21026
To Whom It May Concern:
We are applying for a Nationwide Permit 27 from the US Army Corps of Engineers (USACE)and General
Certification#4255 from the NC Division of Water Resources for a proposed stream restoration
associated with the 536 W.Tremont Avenue project on behalf of 536 West Tremont Owner, LP.Stream
restoration is proposed to stabilize the perennial stream channel along the western project boundary
from the culvert under W.Tremont Avenue to approximately 395 linear feet downstream.
A list of the attachments and those included in this permit application follows this letter. Your review of
this project is greatly appreciated. If you have any questions or require additional information, please
contact me at(919)422-3605 or [e-mail].
Sincerely,
Natural Resource Consultants
i--
Jennifer Burdette, PWS
Sr. Environmental Consultant
Attachments
c: Claire Hansen, 536 West Tremont Owner, LP
Rebecca Stubbs, McAdams
10212 Creedmoor Road,Raleigh,NC 27615 919.422.3605

fNatural Resource Consultants
f
536 W Tremont Stream Restoration Permit Application
(USACE AID: SAW-2021-01619/DWR Project#2021-1154 v2)
List of Attachments
Agent Authorization Forms
Figure 1. US Geological Survey 7.5-minute Quadrangle Topographic Map
Figure 2A. Web Soil Survey Map
Figure 3.Aerial Map
Previously Issued Permits,Certifications, and Mitigation Receipt
536 W Tremont Avenue Stream Stabilization Construction Drawings
Approved Jurisdictional Determination
NCSAM Results&Supporting Photographs
USFWS Correspondence
SHPO Correspondence

Agent Authorization Forms

Consultants)Resource AGENT AUTHORIZATION FORM
Consul
All Blanks To Be Filled In By The Current Property Owner
FIELDS WITH * ARE REQUIRED
Project Area PIN(s): 11906427
Name: 536 West Tremont Owner, LP; c/o RangeWater Real Estate—POC: Claire Hansen
Address: 5605 Glenridge Drive, Ste 775,Atlanta,GA 30342
Phone: [phone]
Email: [e-mail]
Project Name: 536 W.Tremont
Project Number: 21026
Project Manager: Jennifer Burciette
US Army Corps of Engineers NC Division of Water Resources
Charlotte Raleigh Regulatory Field Office 401 & Buffer Permitting Branch
151 Patton Avenue, Room 208 512 N. Salisbury Street
Asheville, North Carolina 28801-5006 Raleigh, NC 27504
Re: Clean Water Act& Riparian Buffer Related Consulting and Permitting
To Whom It May Concern:
I hereby designate and authorize Natural Resource Consultants to act on my behalf as my agent in obtaining
verification of wetland delineations and processing of permit applications for the project listed above.
I,the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S.Army Corps of Engineers(Corps) and NC Division of Water Resources
to enter upon the property herein described for the purpose of conducting on-site investigation and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean
Water Act/Section 10 of the Rivers and Harbors Act of 1899 and/or Waters of State and/or Riparian Buffer Rules.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE:This authorization,for liability and professional courtesy reasons, is valid only for government officials to
enter the property when accompanied by Natural Resource Consultants'staff.
5310 West- TYt.+AAGo+ Own
Print Property Owner Name *Signature Michael Blair,COO
A —i- are zed S►3 nc,÷6(Nt /202a
Title *Date
10212 Creedmoor Road, Raleigh, NC/919.422. 3605

AGENT AUTHQRtZATTON FORM
All Blanks To Be Filled In By The Current Property Owner
FIELDS WITH *ARE REQUIRED
a
Project Area PIN(s): 11906420&11906431
Name: 704 West Tremont Owner,LLC;c/o FCP
Address: 4445 Willard Ave,Ste 900,Chevy Chase, MD 20815
'Phone: [phone]
'Email: [e-mail]
Project Name: 536 W.Tremont
Project Number: 21026
Project Manager: Jennifer Burdette
US Army Corps of Engineers NC Division of Water Resources
Charlotte Raleigh Regulatory Field Office 401&Buffer Permitting Branch
151 Patton Avenue,Room 208 512 N.Salisbury Street
Asheville, North Carolina 28801-5006 Raleigh,NC 27604
Re: Clean Water Act&Riparian Buffer Related Consulting and Permitting
To Whom It May Concern:
I hereby designate and authorize Natural Resource Consultants to act on my behalf as my agent in obtaining
verification of wetland delineations and processing of permit applications for the project listed above.
I,the undersigned,a duly authorized owner of record of the property/properties identified herein,do authorize
representatives of the Wilmington District, U.S.Army Corps of Engineers(Corps)and NC Division of Water Resources
to enter upon the property herein described for the purpose of conducting on-site investigation and issuing a
determination associated with Waters of the U.S.subject to Federal jurisdiction under Section 404 of the Clean
Water Act/Section 10 of the Rivers and Harbors Act of 1899 and/or Waters of State and/or Riparian Buffer Rules.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE:This authorization,for liability and professional courtesy reasons,is valid only for government officials to
enter the property when accompanied by Natural Resource Consultants'staff.
Jr')YvVz-004W,
*Print Property Owner Name *Signature
*Title 'Date
10212 Creedmoor Road,Raleigh,NC!919.422,3605
3

Figure 1. US Geological Survey(USGS)Topographic Map

NOTES:
1. USGS; 7.5 MINUTE, QUADS CHARLOTTE EAST, NORTH CAROLINA; 2019
LAT: 35.211769, LONG: -80.869598
Natural Resource
Consultants
FIGURE 1. USGS TOPOGRAPHIC MAP
536 W TREMONT
CHARLOTTE, MECKLENBURG COUNTY, NC
0 1,000 2,000
Feet
1 inch = 2,000 feet
VERSION: 1
DATE: 4/13/2022
JOB NO: 21026
DRAWN BY: Alec
E:fSu• ni,.,,i•,�cIvc111 1 ..11.0 Ivcu
CII NIIl W._)CI I RA Il-1 Ilyl

Figure 2. Web Soil Survey Map

Unit Symbol
CuB
CuD
Map Unit Name
Cecil -Urban land complex, 2 to 8 percent slopes
Cecil -Urban land complex, 8 to 15 percent slopes
Legend
Project Area
Soil Map Unit
Hydric
No
No
NOTES:
Web Soil Survey SSURGO Spatial Data: Mecklenburg County (Version 6, Sep 16, 2019)
Natural Resource
Consultants
FIGURE 2. NRCS WEB SOIL SURVEY
536 W TREMONT
CHARLOTTE, MECKLENBURG COUNTY, NC
0 50 100
Feet
1 inch = 109.539963 fee'
VERSION: 1
DATE: 4/13/2022
JOB NO: 21026
DRAWN BY: Alec
: Users'•
erver • roiectsV 1
t P r . remont- io +Te.
ec

Figure 3. Aerial Map

Natural Resource
Consultants
FIGURE 3. AERIAL MAP
536 W TREMONT
CHARLOTTE, MECKLENBURG COUNTY, NC
N
0 50 '100
Feet
1 inch = 100 feet
VERSION: 1
DATE: 4/13/2022
JOB NO: 21026
DRAWN BY: Alec
C:\Users\NRC\NRC Server\Projects121026 Tremont\GIS\21025-Tremont-Fig 3 Aerial.mxd, 4/13/2022 4:10:38 PM, Alec

Previous Issued Permits, Certifications, and Mitigation Receipt

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-01619 County:Mecklenburg U.S.G.S.Quad:NC-Charlotte East
GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: RanaeWater Real Estate
Matthew Beck
Address: 5605 Glenridee Drive.NE
Atlanta.GA 30342
Telephone Number: 202-288-8022
E-mail: mb eck(re live ran aewa ter.c om
Size(acres) 3.5 Nearest Town Charlotte
Nearest Waterway Irwin Creek River Basin Santee
USGS HUC 03050103 Coordinates Latitude: 35.211769
Longitude: -80.869598
Location description: The review area is located on the north side of Tremont Avenue; approximately 0.2 miles west of the
intersection of W.Tremont Avenue and S.Tryon Street.PIN: 11906427.Reference review area description shown in the Pre-
Construction Notification entitled"Figure 1,USGS Topographic Map".
Description of projects area and activity: This verification authorizes the permanent stream impacts of 55 linear feet(0.008
acres)along with temporary stream impacts 9 linear feet(0.001 acres)to facilitate the construction of a multi-family
residential development.Of the 55 linear feet of permanent stream impacts 23 linear feet(0.004 acres)result in the loss of
water associated with culvert installation.All temporary stream impacts will be restored to pre-existing conditions after the
completion of construction.
Applicable Law(s): ►I1 Section 404(Clean Water Act,33 USC 1344)
❑Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: NWP 29.Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions,your application signed and dated 7/27/2021,and the enclosed plans Construction Drawings EX-A dated 3/26/2021.
Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order,
a restoration order,a Class I administrative penalty,and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified,suspended or revoked. If,prior to the expiration date identified below,the nationwide and/or regional general
permit authorization is reissued and/or modified,this verification will remain valid until the expiration date identified below,provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended,revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit,activities which have commenced(i.e.,are under construction)or are under contract to commence in reliance upon
the nationwide and/or regional general permit,will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration,modification or revocation,unless discretionary authority has been
exercised on a case-by-case basis to modify,suspend or revoke the authorization.
Activities subject to Section 404(as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact die NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(LAMA),prior
to beginning work you must contact the N.C.Division of Coastal Management Morehead City,NC,at(252)808-2808.
This Department of the Army verification does not relieve the pennittee of the responsibility to obtain any other required Federal,State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program,please contact Bryan Roden-Reynolds at 704-510-1440or bryan.roden-reynoldst iusace.army.mil.

Bryan Roden-Reynolds
Corps Regulatory Official: 2021.10.04 11:01:47-04'00' Date: 101412021
Expiration Date of Verification: 4/15/2026
The Wilmington District is committed to providing the highest level of support to the public.To help us ensure we
continue to do so,please complete the Customer Satisfaction Survey located at
http://c orp smapu.usac e.army.m i l/cm apex/f?p=13 6:4:0
Copy furnished:
Agent: McAdams
Kelly Roth
Address: 2905 Meridian Parkway
Durham,NC 27713
Telephone Number: 919-287-0716
E-mail: roth(aincadamsco.com
Property Owner: SC7,LLC
Ivan Rohrer
Address: 5950 Fairview Road
Charlotte,NC 28210
Telephone Number: 704-343-0056
E-mail: idriii(a.dmi-nc.com

SAW-2021-01619
SPECIAL CONDITIONS
a. hi order to compensate for impacts associated with this permit,mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization.

Compensatory Mitigation Responsibility Transfer Form
Permittee: RangeWater Real Estate,Matthew Beck Action ID:SAW-2021-01619
Project Name:W Tremont Avenue County: Mecklenburg
Instructions to Permittee:The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation
Bank or the North Carolina Division of Mitigation Services(NCDMS),who will then sign the form to verify the transfer of the mitigation
responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that Wilmington District Project
Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise
specified below. If more than one Mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the
impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code(HUC), multiple forms will be attached to the
permit,and the separate forms for each Sponsor and/or HUC must be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor:The Sponsor verifies that the mitigation requirements(credits) shown below have been released and are
available at the identified site. By signing below,the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether they have received payment from the Permittee. Once the form is signed,the Sponsor must update the bank ledger and
provide a copy of the signed form and the updated ledger to the Permittee,the Project Manager who issued the permit,the Bank
Project Manager, and the District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin:03050103,Catawba River Basin
Stream Impacts(linear feet) Wetland Impacts(acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
17
*If more than one mitigation sponsor will be used for the permit,only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin:03050103 Expanded Service Area
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
51
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site,also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I,the undersigned,verify that I am authorized to approve mitigation transactions for
the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation
identified in this document(see the table above),associated with the USACE Permittee and Action ID number shown. I also verify
that released credits (and/or advance credits for NCDMS), as approved by the Wilmington District, are currently available at the
mitigation site identified above. Further,I understand that if the Sponsor fails to provide the required compensatory mitigation,the
USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation
requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 2 of 2 Form Version 10 June 2020 updated

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form,the Permittee is
no longer responsible for providing the mitigation identified in this form,though the Permittee remains responsible for any other
mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the
District is in receipt of a copy of this document signed by the Sponsor,confirming that the Sponsor has accepted responsibility for
providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized impacts conducted by the
North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by NCDMS must be provided to the District within 30 days of permit issuance.
NCDOT remains fully responsible for the mitigation until the District has received this form, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee,Mitigation Sponsor,and in the USACE administrative records
for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District Project Manager
(address below)is provided with a signed copy of this form.
• If changes are proposed to the type,amount,or location of mitigation after this form has been signed and returned to the District,
the Sponsor must obtain case-by-case approval from the District Project Manager and/or North Carolina Interagency Review Team
(NCIRT). If approved,higher mitigation ratios may be applied,as per current District guidance and a new version of this form must
be completed and included in the District administrative records for both the permit and the Bank/ILF Instrument.
Comments/Additional Conditions:A letter from NCDMS,confirming they are willing and able to accept the applicant's
compensatory mitigation responsibility.dated 6/15/2021 was included with the preconstruction notification.
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the
Sponsor should provide copies of this form along with an updated bank ledger to:1)the Permittee,2)the District Project Manager
at the address below,3)the Bank Manager listed in RIBITS,and 4)the Wilmington District Mitigation Office,3331 Heritage Trade
Drive, Suite 105, Wake Forest, NC 27587(or by email to [e-mail]). Questions regarding this form or any of the
permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: Bryan Roden-Reynolds
USACE Field Office: Charlotte Regulatory Office
US Army Corps of Engineers
8430 University Executive Park Drive,Suite 615
Charlotte, North Carolina 28262
Email: [e-mail]
Bryan Roden-Reynolds
2021.10.0410:59:01 -04100'
10/4/2021
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance,including information on mitigation ratios,functional assessments,and mitigation
bank location and availability,and credit classifications(including stream temperature and wetland groupings)is available at
http://ribits.usace.army.mil.
Page 2 of 2 Form Version 10 June 2020 updated

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.i STATE
ROY COOPER. '1� , ,...
Governor `” r
ELIZABETH S.BISER
Secretary � +
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
September 3, 2021
DW R#21-1154
Mecklenburg County
RangeWater Real Estate
Attn: Matthew Beck
5605 Glenridge Dr. NE
Suite 775
Atlanta, GA 30342
sent via email to: mbeck(g7liverangewater.com
Subject: Approval of Individual 401 Water Quality Certification
506 W Tremont Ave Project
Dear Mr. Beck:
Attached hereto is a copy of Certification No. WQC004444 issued to Matthew Beck and RangeWater Real
Estate, dated September 3, 2021.This approval is for the purpose and design described in your application.
The plans and specifications for this project are incorporated by reference as part of this Water Quality
Certification. If you change your project,you must notify the Division and you may be required to submit a
new application package with the appropriate fee. If the property is sold,the new owner must be given a
copy of this Certification and is responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)].
This General Certification does not relieve the permittee of the responsibility to obtain all other required
Federal,State, or Local approvals before proceeding with the project, including those required by, but not
limited to,Sediment and Erosion Control, Non-Discharge,Water Supply Watershed, and Trout Buffer
regulations.
This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any
lands or waters,or any right of use in any waters. This Water Quality Certification does not authorize any
person to interfere with the riparian rights, littoral rights, or water use rights of any other person and does
not create any prescriptive right or any right of priority regarding any usage of water. This Water Quality
Certification shall not be interposed as a defense in any action respecting the determination of riparian or
littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Water Quality
Certification to possess any prescriptive or other right of priority with respect to any other consumptive
user regardless of the quantity of the withdrawal or the date on which the withdrawal was initiated or
expanded.
Upon the presentation of proper credentials,the Division may inspect the property.
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Individual Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of
the expiration date of this Water Quality Certification.
D E /!�" NorthMaoresvilie CarolEna DRegionalepartmentOffi of6l Environ0EastmentalCenter QAvenue,uality.I divisionSuite301 I ofMooresville,Water Resources
� ce North Carolina 28115
704.663.1699

RangeWater Real Estate
DWR#20211154
Individual Certification#W00004444
Page 2 of 13
Non-compliance with or violation of the conditions herein set forth may result in revocation of this Water
Quality Certification for the project and may also result in criminal and/or civil penalties.
If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Mooresville Regional Office within 24 hours(or the next business day if a weekend or holiday)from
the time the permittee becomes aware of the circumstances.
The permittee shall report to the Mooresville Regional Office any noncompliance with, and/or any
violation of,stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment
impacts to streams or wetlands. Information shall be provided orally within 24 hours(or the next business
day if a weekend or holiday)from the time the permittee became aware of the non-compliance
circumstances.
This approval and its conditions are final and binding unless contested [G.S. 143-215.5]. Please be aware
that impacting waters without first applying for and securing the issuance of a 401 Water Quality
Certification violates Title 15A of the North Carolina Administrative Code(NCAC)2H .0500. Title 15A NCAC
2H .0500 requires certifications pursuant to Section 401 of the Clean Water Act whenever construction or
operation of facilities will result in a discharge into navigable waters, including wetlands, as described in
33 Code of Federal Regulations(CFR) Part 323. It also states any person desiring issuance of the State
certification or coverage under a general certification required by Section 401 of the Federal Water
Pollution Control Act shall file with the Director of the North Carolina Division of Water Quality. Pursuant
to G.S. 143-215.6A,these violations and any future violations are subject to a civil penalty assessment of
up to a maximum of$25,000.00 per day for each violation.
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter
150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code.
Additional information regarding requirements for filing a Petition and Petition forms may be accessed at
http://www.ncoah.coml or by calling the OAH Clerk's Office at(919)431-3000.
One(1)copy of the Petition must also be served to the North Carolina Department of Environmental Quality:
William F. Lane,General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601

RangeWater Real Estate
DWR#20211154
Individual Certification#W00004444
Page 3 of 13
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC 02H
.0500. Please contact Doug Perez at 704-743-6872 or [e-mail] if you have any questions
or concerns.
Sincerely,
/-DocuSigned by:
ks' vtiv H Puf,e4 for
--•F161FB69A2D84A3...
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ
cc: Kelly Roth, McAdams, [e-mail]
Bryan Roden-Reynolds, USAGE Charlotte Field Office(via email)
Todd Bowers, EPA,email
DWR 401 & Buffer Permitting Branch Electronic file

RangeWater Real Estate
DWR#20211154
Individual Certification#W00004444
Page 4 of 13
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION#WQC004444 is issued in conformity with the requirements of Section 401, Public Laws 92-
500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 02H .0500 and
15A NCAC 02B .0200,to Matthew Beck and RangeWater Real Estate,who have authorization for the impacts
listed below,as described within your application received by the N.C. Division of Water Resources(Division)
on July 26, 2021,and by Public Notice issued by the U.S.Army Corps of Engineers and received by the
Division on July 28, 2021.
The State of North Carolina certifies that this activity will comply with water quality requirements and the
applicable portions of Sections 301,302,303, 306, 307 of the Public Laws 92-500 and PL 95-217 if
conducted in accordance with the application,the supporting documentation, and conditions hereinafter
set forth.
This approval requires you to follow the conditions listed in the certification below.
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
1. The following impacts are hereby approved. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b)]
Type of Impact Amount Approved (units) Amount Approved (units)
Permanent Temporary
Stream (Perennial)
Culvert&Outfall 55 (linear feet) 9(linear feet)
2. Stormwater Management:The applicant may provide documentation that the project will not impair
water quality to the receiving stream(s)from stormwater runoff or provide an approved stormwater
management plan. Any high density project and/or project that exceeds density thresholds must
provide a stormwater management plan for the entire project,for review and approval including all
forms and pertinent items that complies with the high density development requirements. Low
density development. The plan may be approved by the Division, State Stormwater Program or a local
delegated authority.The plan shall consider the impact of the volume and velocity of discharge and
runoff to the receiving stream and adjacent riparian areas to prevent scouring and erosions of the
features.
Citations: 15A NCAC 02U.1017, 15A NAC 02H.1003 (2)(a), 15 NCAC 02B.0614(8), 15A NCAC 02B.0607(h)
Justification:In order to protect against impairment of water quality standards and best usage of
receiving and downstream waters, water quality based management practices must be employed to
protect against direct or indirect discharge of waste or other sources of water pollution. Surface water
quality standards require that conditions of waters be suitable for all best uses provided for in state
rule(including, at minimum:aquatic life propagation,survival,and maintenance of biological integrity,
wildlife, secondary contact recreation, agriculture)and that activities must not cause water pollution
that precludes any best use on a short-term or long-term basis. In determining that the proposed
activity will comply with state water quality standards(including designated uses, numeric criteria,

RangeWater Real Estate
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narrative criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of standards, or
would result in secondary or cumulative impacts
3. Diversion ditches and other stormwater conveyances as related to the sediment and erosion control
measures shall be matted and/or stabilized to reduce sediment lost and turbidity. This includes
interior/exterior slopes of sediment basins. 15A NCAC 02H .05606(b)(3) and (c) (3)
Justification: Failure to reduce erosion of runoff conveyances and to provide for maximum reduction of
erosion on areas not related to ongoing construction,shortens basin holding times, increases turbidity
of discharge and creates a greater potential of bypass discharge.
4. Bare/fill slopes in excess of 10 feet in height and within 30 feet of surface water shall be matted. 15A
NCAC 02H .0506 (b)(1)and15A NCAC 02H .502 (c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards(including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy),the Division must evaluate if the activity has avoided
and minimized impacts to waters,would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts
5. The construction of the new sewer line in/through undeveloped area may result/encourage
development along the construction corridor. Development of these parcels may impact additional
waters and cause violations of downstream water quality standards. The secondary/cumulative
impacts associated with this project must be adequately addressed by the applicant for any
development/project defined in 15A NCAC 02H.1003)associated with this sewer system. Any storm
water facilities, at minimum, must be designed to meet state guidelines or document that the project
will not impact water quality. 15A NCACO2H .0506(b)(1)
Justification: In order to protect against impairment of water quality standards and best usage of
receiving and downstream waters, water quality based management practices must be employed to
protect against direct or indirect discharge of waste or other sources of water pollution. In determining
that the proposed activity will comply with state water quality standards(including designated uses,
numeric criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate if
the activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards or would result in secondary or cumulative impacts.
6. Stormwater discharge structures at this site shall be constructed in a manner such that the potential
receiving streams(of the discharge)will not be impacted due to sediment accumulations, scouring or
erosion of the stream banks. 15A NCAC 02B .0203
Justification:In order to protect against impairment of water quality standards and best usage of
receiving and downstream waters, water quality based management practices must be employed to
protect against direct or indirect discharge of waste or other sources of water pollution.
7. The permittee shall report to the DWR Mooresville Regional Office any noncompliance with,and/or any

RangeWater Real Estate
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Individual Certification#W00004444
Page 6 of 13
violation of, stream or wetland standards [15A NCAC 02B.0200], including but not limited to sediment
impacts to streams or wetlands. Information shall be provided orally within 24 hours(or the next
business day if a weekend or holiday)from the time the permittee became aware of the non-compliance
circumstances.
Citation: 15A NCAC 02H.0506(b);35A NCAC 02H.0507(c)
Justification: Timely reporting of non-compliance is important in identifying and minimizing detrimental
impacts to water quality and avoiding impacts due to water pollution that precludes any best use on a
short-term or long-term basis.
8. No waste,spoil,solids,or fill of any kind shall occur in wetlands or waters beyond the footprint of the
approved impacts(including temporary impacts).
Citation: 15A NCAC 02H.0506;15A NCAC 02H.0507(c)
Justification:Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule(including, at minimum:aquatic life propagation,survival, and
maintenance of biological integrity;wildlife;secondary contact recreation;agriculture);and that
activities must not cause water pollution that precludes any best use on a short-term or long-term
basis.
9. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in
Chapter 26 of Title 15A in the North Carolina Administrative Code.
Citation: 15A NCAC 02H.0506(b);35A NCAC 02H.0507(c)
Justification: The referenced Riparian Buffer rules were adopted to address water quality impairments
and further protect existing uses.
10. When applicable, all construction activities shall be performed and maintained in full compliance with
G.S.Chapter 113A Article 4(Sediment and Pollution Control Act of 1973). Regardless of applicability of
the Sediment and Pollution Control Act, all projects shall incorporate appropriate Best Management
Practices for the control of sediment and erosion so that no violations of state water quality
standards,statutes,or rules occur.
Design, installation,operation, and maintenance of all sediment and erosion control measures shall be
equal to or exceed the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual,or for linear transportation projects,the North Caroline
Department of Transportation Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)sites,
including contractor-owned or leased borrow pits associated with the project. Sufficient materials
required for stabilization and/or repair of erosion control measures and stormwater routing and
treatment shall be on site at all times.
For borrow pit sites,the erosion and sediment control measures shall be designed, installed,operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual. Reclamation measures and implementation shall comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971.

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Page 7 of 13
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c);15A NCACO2B.0200;15A NCAC 028.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis.As cited in Stream Standards: (12)Oils,
deleterious substances, or colored or other wastes:only such amounts as shall not render the waters
injurious to public health,secondary recreation, or to aquatic life and wildlife, or adversely affect the
palatability of fish, aesthetic quality, or impair the waters for any designated uses;and(21)turbidity in
the receiving water shall not exceed 50 Nephelometric Turbidity Units(NTU)in streams not designated
as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters;for lakes and
reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU;if turbidity exceeds
these levels due to natural background conditions, the existing turbidity level shall not be increased. As
cited in Wetland Standards: (c)(1)Liquids,fill or other solids, or dissolved gases shall not be present in
amounts that may cause adverse impacts on existing wetland uses;and(3)Materials producing color
or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses.
11. Sediment and erosion control measures shall not be installed in wetland or waters except within the
footprint of temporary or permanent impacts otherwise authorized by this Certification. If placed
within authorized impact areas,then placement of such measures shall not be conducted in a manner
that results in dis-equilibrium of any wetlands,streambeds, or streambanks. Any silt fence installed
within wetlands shall be removed from wetlands and the natural grade restored within two(2)
months of the date that DEMLR or locally delegated program has released the specific area within the
project to ensure wetland standards are maintained upon completion of the project.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c);15A NCAC 028.0200;15A NCAC 028.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis.As cited in Stream Standards: (12)Oils,
deleterious substances, or colored or other wastes:only such amounts as shall not render the waters
injurious to public health,secondary recreation, or to aquatic life and wildlife, or adversely affect the
palatability of fish, aesthetic quality, or impair the waters for any designated uses;and(21)turbidity in
the receiving water shall not exceed 50 Nephelometric Turbidity Units(NTU)in streams not designated
as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters;for lakes and
reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU;if turbidity exceeds
these levels due to natural background conditions, the existing turbidity level shall not be increased. As
cited in Wetland Standards: (c)(1)Liquids,fill or other solids, or dissolved gases shall not be present in
amounts that may cause adverse impacts on existing wetland uses;and(3)Materials producing color
or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses.
12. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along
streambanks or within wetlands.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses(including
aquatic life propagation and biological integrity), and the water quality to protect such uses, are
protected. Protections are necessary to ensure any remaining surface waters or wetlands, and any
surface waters or wetlands downstream,continue to support existing uses during and after project
completion. The Division must evaluate if the activity has avoided and minimized impacts to waters,

RangeWater Real Estate
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would cause or contribute to a violation of standards, or would result in secondary or cumulative
impacts.
13. If the project is covered by NPDES Construction Stormwater Permit Number NCG010000 or NPDES
Construction Stormwater Permit Number NCG250000,full compliance with permit conditions
including the erosion &sedimentation control plan, inspections and maintenance,self-monitoring,
record keeping and reporting requirements is required.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c);154 NCAC 028.0200;15A NCAC 028.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis.As cited in Stream Standards: (12)Oils,
deleterious substances, or colored or other wastes:only such amounts as shall not render the waters
injurious to public health,secondary recreation, or to aquatic life and wildlife, or adversely affect the
palatability of fish, aesthetic quality, or impair the waters for any designated uses;and(21)turbidity in
the receiving water shall not exceed 50 Nephelometric Turbidity Units(NTU)in streams not designated
as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters;for lakes and
reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU;if turbidity exceeds
these levels due to natural background conditions, the existing turbidity level shall not be increased. As
cited in Wetland Standards: (c)(1)Liquids,fill or other solids, or dissolved gases shall not be present in
amounts that may cause adverse impacts on existing wetland uses;and(3)Materials producing color
or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses.
14. All work in or adjacent to streams shall be conducted so that the flowing stream does not come in
contact with the disturbed area. Approved best management practices from the most current version
of the NC Sediment and Erosion Control Manual, or the NC Department of Transportation Construction
and Maintenance Activities Manual,such as sandbags, rock berms, cofferdams,and other diversion
structures shall be used to minimize excavation in flowing water.
Citation: 15A NCAC 02H.0506(b);35A NCAC 02H.0507(c);15A NCAC 028.0200
Justification:Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards:(12)Oils, deleterious
substances, or colored or other wastes:only such amounts as shall not render the waters injurious to
public health,secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses;and(21)turbidity in the receiving
water shall not exceed 50 Nephelometric Turbidity Units(NTU)in streams not designated as trout
waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters;for lakes and reservoirs
not designated as trout waters, the turbidity shall not exceed 25 NTU;if turbidity exceeds these levels
due to natural background conditions, the existing turbidity level shall not be increased.
15. Culverts shall be designed and installed in such a manner that the original stream profiles are not
altered and allow for aquatic life movement during low flows. The dimension, pattern, and profile of
the stream above and below a pipe or culvert shall not be modified by widening the stream channel or
by reducing the depth of the stream in connection with the construction activity. The width, height,
and gradient of a proposed culvert shall be such as to pass the average historical low flow and spring
flow without adversely altering flow velocity. If the width of the culvert is wider than the stream

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channel,the culvert shall include multiple boxes/pipes, baffles, benches and/or sills to maintain the
natural width of the stream channel. If multiple culverts/pipes/barrels are used, low flows shall be
accommodated in one culvert/pipe and additional culverts/pipes shall be installed such that they
receive only flows above bankfull.
Placement of culverts and other structures in streams shall be below the elevation of the streambed
by one foot for all culverts with a diameter greater than 48 inches,and 20%of the culvert diameter for
culverts having a diameter less than or equal to 48 inches,to allow low flow passage of water and
aquatic life. If the culvert outlet is submerged within a pool or scour hole and designed to provide for
aquatic passage,then culvert burial into the stream bed is not required.
For structures less than 72" in diameter/width,and topographic constraints indicate culvert slopes of
greater than 2.5%culvert burial is not required, provided that all alternative options for flattening the
slope have been investigated and aquatic life movement/connectivity has been provided when
possible(e.g. rock ladders, cross-vanes,sills, baffles etc.). Notification, including supporting
documentation to include a location map of the culvert, culvert profile drawings, and slope
calculations,shall be provided to DWR 30 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required, provided that there is
sufficient documentation of the presence of bedrock. Notification, including supporting
documentation such as a location map of the culvert,geotechnical reports, photographs, etc. shall be
provided to DWR a minimum of 30 calendar days prior to the installation of the culvert. If bedrock is
discovered during construction,then DWR shall be notified by phone or email within 24 hours of
discovery.
Installation of culverts in wetlands shall ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions. When roadways,causeways, or other fill
projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or
bridges shall be provided to maintain the natural hydrology of the system as well as prevent
constriction of the floodway that may result in destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization techniques
shall be used where practicable instead of rip-rap or other bank hardening methods.
Citation: 15A NCAC 02H.0506(b];15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. Ensuring that structures are installed properly in waters
will ensure that surface water quality standards are met and conditions of waters are suitable for all
best uses.
16. If concrete is used during construction,then all necessary measures shall be taken to prevent direct
contact between uncured or curing concrete and waters of the state. Water that inadvertently
contacts uncured concrete shall not be discharged to waters of the state.
Citation: 15A 02H.0506(b];15A NCAC 02H.0507(c);15A NCAC 028.0200;15A NCAC 028.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that

RangeWater Real Estate
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Page 10 of 13
precludes any best use on a short-term or long-term basis.As cited in Stream Standards: (12)Oils,
deleterious substances, or colored or other wastes:only such amounts as shall not render the waters
injurious to public health,secondary recreation, or to aquatic life and wildlife, or adversely affect the
palatability of fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland
Standards:(c)(1)Liquids,fill or other solids, or dissolved gases shall not be present in amounts that
may cause adverse impacts on existing wetland uses;and(3)Materials producing color or odor shall
not be present in amounts that may cause adverse impacts on existing wetland uses.
17. All proposed and approved temporary fill and culverts shall be removed and the impacted area shall
be returned to natural conditions within 60 calendar days after the temporary impact is no longer
necessary. The impacted areas shall be restored to original grade, including each stream's original
cross-sectional dimensions, planform pattern, and longitudinal bed profile. All temporarily impacted
sites shall be restored and stabilized with native vegetation.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Protections are necessary to ensure any remaining
surface waters or wetlands, and any surface waters or wetlands downstream, continue to support
existing uses after project completion.
18. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion Control
Planning and Design Manual or the North Carolina Surface Mining Manual or the North Carolina
Department of Transportation Best Management Practices for Construction and Maintenance
Activities so as not to restrict stream flow or cause dis-equilibrium during use of this Certification.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c)
Justification:Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. Ensuring that structures are installed properly in waters
will ensure that surface water quality standards are met and conditions of waters are suitable for all
best uses.
19. Any rip-rap required for proper culvert placement, stream stabilization, or restoration of temporarily
disturbed areas shall be restricted to the area directly impacted by the approved construction activity.
All rip-rap shall be placed such that the original streambed elevation and streambank contours are
restored and maintained and shall consist of clean rock or masonry material free of debris or toxic
pollutants. Placement of rip-rap or other approved materials shall not result in de-stabilization of the
stream bed or banks upstream or downstream of the area or be installed in a manner that precludes
aquatic life passage.
Citation: 15A NCAC 02H.0506(b);35A NCAC 02H.0507(c)
Justification:Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.

RangeWater Real Estate
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Page 11 of 13
20. Any rip-rap used for stream or shoreline stabilization shall be of a size and density to prevent
movement by wave, current action, or stream flows, and shall consist of clean rock or masonry
material free of debris or toxic pollutants. Rip-rap shall not be installed in the streambed except in
specific areas required for velocity control and to ensure structural integrity of bank stabilization
measures.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c);15A NCAC 028.0201
Justification:Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
21. Rip-rap groins proposed in accordance with 15A NCAC 07H .1401(NC Division of Coastal Management
General Permit for construction of Wooden and Rip-rap Groins in Estuarine and Public Trust Waters)
shall meet all the specific conditions for design and construction specified in 15A NCAC 07H .1405.
Citation: 15A NCAC 02H.0507(c);35A NCAC 07H.1400 et seq.
Justification:Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
22. All mechanized equipment operated near surface waters shall be inspected and maintained regularly
to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic
materials. Construction shall be staged in order to minimize the exposure of equipment to surface
waters to the maximum extent practicable. Fueling, lubrication, and general equipment maintenance
shall be performed in a manner to prevent,to the maximum extent practicable, contamination of
surface waters by fuels and oils.
Citation: 15A NCAC 02H.0506(b);35A NCAC 02H.0507(c); 15A NCAC 028.0200;15A NCAC 028.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis.As cited in Stream Standards: (12)Oils,
deleterious substances, or colored or other wastes:only such amounts as shall not render the waters
injurious to public health,secondary recreation, or to aquatic life and wildlife, or adversely affect the
palatability of fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland
Standards:(c)(1)Liquids,fill or other solids, or dissolved gases shall not be present in amounts that
may cause adverse impacts on existing wetland uses;and(3)Materials producing color or odor shall
not be present in amounts that may cause adverse impacts on existing wetland uses.
23. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to
minimize soil disturbance and compaction.
Citation: 15A NCAC 02H.0506(b);35A NCAC 02H.0507(c); 15A NCAC 028.0231
Justification: Wetland standards require maintenance or enhancement of existing uses of wetlands
such that hydrologic conditions necessary to support natural biological and physical characteristics are

RangeWater Real Estate
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Page 12 of 13
protected;populations of wetland flora and fauna are maintained to protect biological integrity of the
wetland;and materials or substances are not present in amounts that may cause adverse impact on
existing wetland uses.
24. In accordance with 143-215.85(b},the permittee shall report any petroleum spill of 25 gallons or
more; any spill regardless of amount that causes a sheen an surface waters; any petroleum spill
regardless of amount occurring within 100 feet of surface waters; and any petroleum spill less than 25
gallons that cannot be cleaned up within 24 hours.
Citation: 15A NCAC 02H.0507(c);N.C.G.S 143-215.85(b)
Justification:Person(s)owning or having control over oil or other substances upon notice of discharge
must immediately notify the Department, or any of its agents or employees, of the nature,location,
and time of the discharge and of the measures which are being taken or are proposed to be taken to
contain and remove the discharge. This action is required in order to contain or divert the substances
to prevent entry into the surface waters.Surface water quality standards require that conditions of
waters be suitable for all best uses provided for in state rule(including, at minimum:aquatic life
propagation,survival,and maintenance of biological integrity; wildlife;secondary contact recreation;
agriculture);and that activities must not cause water pollution that precludes any best use on a short-
term or long-term basis.
25. The permittee and their authorized agents shall conduct all activities in a manner consistent with State
water quality standards(including any requirements resulting from compliance with §303(d)of the
Clean Water Act), and any other appropriate requirements of State and Federal Law.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c)
Justification:Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
26. The permittee shall require its contractors and/or agents to comply with the terms and conditions of
this permit in the construction and maintenance of this project, and shall provide each of its
contractors and/or agents associated with the construction or maintenance of this project with a copy
of this General Certification. A copy of this General Certification shall be available at the project site
during the construction and maintenance of this project.
Citation:35A NCAC 02H.0506(b);15A NCAC 02H.0507(c)
Justification: Those actually performing the work should be aware of the requirements of this 401
Water Quality General Certification to minimize water quality impacts.

RangeWater Real Estate
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Page 13 of 13
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit. The conditions in effect on the date
of issuance shall remain in effect for the life of the project, regardless of the expiration date of this
Certification. [15A NCAC 02H .0507(c)]
This,the 3rd day of September 2021
/-DocuSigned by:
ks vtiv H Puf,e4 fo r
--•F161FB69A2084A3...
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ

r
ROY COOPER • 'A'''"4 �. _,
Governer b ir- •
ELIZABETH 5.BISER
Secretary
NORTH CAROLINA
Environmental Quality
RECEIPT
October 20, 2021
Matthew Beck
RangeWater Real Estate
5605 Glenridge Dr, Ste 775
Atlanta, GA 30342
Project: 536 W Tremont Avenue
County: Mecklenburg
401 permit#: 2021-1154
404 permit#: 2021-01619
DMS ID#: MR-07787
Amount Paid: $30,797.37
Check Number: 102
The NCDEQ Division of Mitigation Services (DMS)has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permit(s) issued for
the above-referenced project. This receipt serves as notification that your compensatory mitigation
requirements assigned to DMS associated with the authorized activity as specified below have been satisfied.
You must also comply with all other conditions of this certification and any other state, federal or local
government permits or authorization associated with this activity including G.S. § 143-214.11.
The DMS, by acceptance of this payment, acknowledges that the Division is responsible for the
compensatory mitigation requirements indicated below associated with the project permit and agrees to
provide the compensatory mitigation as specified in the permit. Mitigation responsibility assigned to the DMS
is nontransferable. The mitigation will be performed in accordance with the In-Lieu Fee Program instrument
dated July 28, 2010.
Mitigation Location Mitigation Type Credits
Catawba 03 ESA Warm Stream 51
Refunds of payments made to NCDMS are only approved under certain conditions. All refund requests must
be submitted in accordance with the Division's refund policy. If you have any questions or need additional
information, please contact [e-mail].
Sincerely,
Ae-l-lvizAlitt
Kelly Williams
ILF Program Coordinator
cc: Todd Tugwell, USACE- Raleigh; Bryan Roden-Reynolds, USAGE
Jennifer Burdette, agent
North Carolina Department ar Environmental Quality . Dh�lsion of Mitigation Services
217%*si Jones Street ih52 M iFI Service Cenler Raleigh.Nnrl h Carolina 27h99-1b57
1w+ai'...eSO -"f 919.707.8976

Approved Jurisdictional ❑etermination

SAW-2021-01619
U.S. ARMY CORPS OF ENGINEERS
WILNIINGTON DISTRICT
Action Id. SAW-2021-01619 County:MecklenburgU.S.G.S.Quad:NC-Charlotte East
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requester: RangeWater Real Estate
Matthew Beck
Address: 5605 Glenridge Drive,NE
Atlanta,GA 30342
Telephone Number: 202-288-8022
E-mail: mbeck(i)liverangewater.com
Size(acres) 3.5 Nearest Town Charlotte
Nearest Waterway Irwin Creek River Basin Santee
USGS HUC 03050103 Coordinates Latitude: 35.211769
Longitude:-80.869598
Location description:The review area is located on the north side of Tremont Avenue:approximately 0.2 miles west of the
intersection of W.Tremont Avenue and S.Tryon Street.PIN: 11906427.Reference review area description shown in the Pre-
Construction Notification entitled"Figure 1.USGS Topographic Mad".
Indicate Which of the Following Apply:
A. Preliminary Determination
❑ There appear to be waters on the above described project area/property,that may be subject to Section 404 of the Clean Water
Act(CWA)(33 USC§ 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC§403). The waters have been
delineated,and the delineation has been verified by the Corps to be sufficiently accurate and reliable.The approximate boundaries
of these waters are shown on the enclosed delineation map dated DATE.Therefore this preliminary jurisdiction determination
may be used in the permit evaluation process,including determining compensatory mitigation.For purposes of computation of
impacts,compensatory mitigation requirements,and other resource protection measures,a permit decision made on the basis of a
preliminary JD will treat all waters and wetlands that would be affected in any way by the permitted activity on die site as if they
are jurisdictional waters of the U.S.This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process(Reference 33 CFR Part 331).However,you may request an approved JD,which is an appealable
action,by contacting the Corps district for further instruction.
El There appear to be waters on the above described project area/property,that may be subject to Section 404 of the Clean Water
Act(CWA)(33 USC§ 1344)and/or Section 10 of die Rivers and Harbors Act(RHA)(33 USC§403).However,since the waters
have not been properly delineated,this preliminary jurisdiction determination may not be used in the permit evaluation process.
Without a verified wetland delineation,this preliminary determination is merely an effective presumption of CWA/RHA
jurisdiction over all of the waters at the project area,which is not sufficiently accurate and reliable to support an enforceable
permit decision.We recommend that you have die waters on your project area/property delineated.As die Corps may not be able
to accomplish this wetland delineation in a timely manner,you may wish to obtain a consultant to conduct a delineation that can
be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act(RITA)(33 USC§403)and Section 404 of die Clean Water Act
(CWA)(33 USC§ 1344). Unless there is a change in law or our published regulations,this determination may be relied upon for
a period not to exceed five years from the date of this notification.
® There are waterson the above described project area/property subject to the permit requirements of Section 404 of die Clean
Water Act(CWA)(33 USC§ 1344). Unless there is a change in die law or our published regulations,this determination may be
relied upon for a period not to exceed five years from die date of this notification.
El We recommend you have die waters on your project area/property delineated. As the Corps may not be able to accomplish
this wetland delineation in a timely manner,you may wish to obtain a consultant to conduct a delineation that can be verified by
the Corps.

SAW-2021-01619
/1 The waters on your project area/property have been delineated and the delineation has been verified by the Corps. The
approximate boundaries of these waters are shown on the enclosed delineation map dated 9/22/2021.We strongly suggest you
have this delineation surveyed. Upon completion,this survey should be reviewed and verified by the Corps. Once verified,this
survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which,provided there is no
change in the law or our published regulations,may be relied upon for a period not to exceed five years.
One waters have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official
identified below onDATE.Unless there is a change in the law or our published regulations,this determination may be relied
upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S.,to include wetlands,present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act(33 USC 1344). Unless there is a change in the law or our published
regulations,this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act(CAMA).
You should contact the Division of Coastal Management in Morehead City,NC,at(252)808-2808 to determine their
requirements.
Placement of dredged or fill material within waters of the US,including wetlands,without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act(33 USC§ 1311). Placement of dredged or fill material,constriction or
placement of strictures,or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act(33 USC§401 and/or 403).If you have any questions
regarding this determination and/or the Corps regulatory program,please contact Bryan Roden-Reynolds at 704-510-1440 or
bryan.roden-revnolds(ri usace.armv.mil.
C. Basis For Determination: Basis For Determination: See the approved jurisdictional determination
form dated 9/30/2021.
D. Remarks: None
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Coips' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants,or anticipate participation in USDA programs,you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service,prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
If you object to this determination,you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process(NAP)fact sheet and Request for Appeal(RFA)form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Mr.Philip A. Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW,Floor M9
Atlanta,Georgia 30303-8803
AND
PHILIP.A.SHANN t'@USACE.ARMY.MIL
In order for an RFA to be accepted by the Corps,the Coips must determine that it is complete,that it meets the criteria for appeal
under 33 CFR part 331.5,and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form,it must be received at the above address by 11/28/2021.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Bryan Roden-Reynolds
Corps Regulatory Official: 2021.09.30 16:23:39-04'00'

SAW-2021-01619
Date of JD: 9/30/2021 Expiration Date of JD:09/28/2026
The Wilmington District is committed to providing the highest level of support to the public.To help us ensure we
continue to do so,please complete our Customer Satisfaction Survey, located online at
https://regulatory.ops.usace.army.millcustomer-service-survey/.
Copy Furnished:
The Wilmington District is committed to providing the highest level of support to the public.To help us ensure we
continue to do so,please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.millcm apex/f?p=136:4:0
Copy furnished:
Agent: McAdams
Kelly Roth
Address: 2905 Meridian Parkway
Durham,NC 27713
Telephone Number: 919-287-0716
E-mail: roth(aincadamsco.com
Property Owner: SC7,LLC
Ivan Rohrer
Address: 5950 Fairview Road
Charlotte,NC 28210
Telephone Number: 704-343-0056
E-mail: idrvi(}u dmi nc.com

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instnictions provided in Section IV of the 7D Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION(JD): 09/30/21
B. DISTRICT OFFICE,FILE NAME,AND NUMBER:SAW-2021-01619
C. PROJECT LOCATION AND BACKGROUND INFORMATION:The project area is located on the north side of W Tremont Ave,
approximately 800 ft east of Toomey Ave
State:NC Coumtylparish/borough:Mecklenburg City:Charlotte
Center coordinates of site(latllong in degree decimal format): Lat.35.211769°N,Long. 80.869598°W.
Universal Transverse Mercator: 17N
Name of nearest waterbody:Irwin Creek
Name of nearest Traditional Navigable Water(TNW)into which the aquatic resource flows:Irwin Creek flows to Sugar Creek,which flows to
the Catawba River
Name of watershed or Hydrologic Unit Code(H[TC):03050103
® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
❑ Check if other sites(e.g.,offsite mitigation sites,disposal sites,etc...)are associated with this action and are recorded on a
different ID form.
D. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
® Office(Desk)Determination. Date:September 29,2021
® Field Determination. Date(s):September 20,2021
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are no "navigable waters of the US:"within Rivers and Harbors Act(RHA)jurisdiction(as defined by 33 CFR part 329)in the review area.
[Required]
❑ Waters subject to the ebb and flow of the tide.
❑ Waters are presently used,or have been used in the past,or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Are"waters of the U.S."within Clean Water Act(CWA)jurisdiction(as defined by 33 CI-NR part 328)in the review area.[Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S.in review area(check all that apply): 1
❑ TNWs,including territorial seas
❑ Wetlands adjacent to TNWs
❑ Relatively permanent waters2(RPWs)that flow directly or indirectly into TNWS
❑ Non-RPWs that flow directly or indirectly into TNWs
❑ Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
❑ Impoundments of jurisdictional waters
❑ Isolated(interstate or intrastate)waters,including isolated wetlands
b. Identify(estimate)size of waters of the U.S.in the review area:
Non-wetland waters: 242 linear feet: 6 width(ft)and/or acres.
Wetlands: 0 acres.
c.Limits(boundaries)of jwisdiction based on:1987 Delineation Manual
Elevation of established OHWM(if known):unknown.
2. Non-regulated waters/wetlands(check if applicable):3
Boxes checked below shall be supported by completing the apy.uyiiate sections in Section III below_
2 For purposes of this form,an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least"seasonally'(e_g.,
typically 3 months)_
3 Supporting documentation is presented in Section III.F_

® Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:Wetland W1 label as Isolated Wetland on the map entitled Fig.4.Approved Jurisdictional Determination Map is
completely surrounded by uplands,with no evidence of surface or subsurface flow from the wetland to any RPW or nonRPW.
Further,there is no adjacency or ecological connection to any water of the US. This wetland has no hydrologic connection,
surface or subsurface,to any jurisdictional waters/wetlands.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW,complete Section
III.A.1 and Section III.D.1.only;if the aquatic resource is a wetland adjacent to a TNW,complete Sections III.A.1 and 2 and Section
III.D.1.;otherwise,see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is"adjacent":
B. CHARACTERISTICS OF TRIBUTARY(THAT IS NOT A TNW)AND ITS ADJACENT WETLANDS(IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands,if any,and it helps determine
whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the hzbutarzes are"relatively permanent waters"
(RPWs),i.e.tributaries that typically flow year-round or have continuous flow at least seasonally(e.g.,typically 3 months).A wetland
that directly abuts an RPW is also jurisdictional.If the aquatic resource is not a TNW,but has year-round(perennial)flow,skip to
Section III.D.2.If the aquatic resource is a wetland directly abutting a hzbutary with perennial flow,skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation.Corps districts and EPA
regions will include in the record any available information that documents the existence of a significant nexus between a relatively
permanent tributary that is not perennial(and its adjacent wetlands if any)and a traditional navigable water,even though a significant
nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW,or a wetland directly abutting an RPW,a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW.If the hzbutary has adjacent wetlands,the significant nexus evaluation must consider
the tributary in combination with all of its adjacent wetlands.This significant nexus evaluation that combines,for analytical purposes,
the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary,or its adjacent
wetlands,or both.If the JD covers a tributary with adjacent wetlands,complete Section HI.B.1 for the tributary,Section III.B.2 for any
onsite wetlands,and Section HI.B.3 for all wetlands adjacent to that hzbutary,both onsite and offsite.The determination whether a
significant nexus exists is determined in Section III.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pick List
Drainage area: Pick List
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑Tributary flows directly into TNW.
❑Tributary flows through Pick List tributaries before entering TNW.
Project waters are Pick List river miles from TNW.
Project waters are Pick List river miles from RPW.
Project waters are Pick List aerial(straight)miles from TNW.
Project waters are Pick List aerial(straight)miles from RPW.
Project waters cross or serve as state boundaries.Explain:
4 Note that the Instructional Guidebook contains additional information regarding swales,ditches,washes,and erosional features generally and in the arid West

Identify flow route to TNWS:
Tributary stream order,if known:
(b) General Tributary Characteristics(check all that apply):
Tizbutary is: ❑Natural
❑Artificial(man-made). Explain:
❑Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank(estimate):
Average width: feet
Average depth: feet
Average side slopes:Pick List.
Primary tributary substrate composition(check all that apply):
❑Silts ❑Sands ❑Concrete
❑Cobbles ❑Gravel ❑Muck
D Bedrock D Vegetation. Typel%cover:
❑Other.Explain:
Tributary condition/stability[e.g.,highly eroding,sloughing banks]. Explain:
Presence of nmlrifflelpool complexes. Explain:
Tributary geometry:Pick List
Tributary gradient(approximate average slope):
(c) Flow:
Tributary provides for:Pick List
Estimate average number of flow events in review area/year:Pick List
Describe flow regime:
Other information on duration and volume:
Surface flow is:Pick List. Characteristics:
Subsurface flow:Pick List. Explain findings:
❑Dye(or other)test performed:
Tributary has(check all that apply):
❑Bed and banks
❑OHWM6(check all indicators that apply):
❑ clear,natural line impressed on the bank ❑ the presence of litter and debris
❑ changes in the character of soil ❑ destruction of terrestrial vegetation
❑ shelving ❑ the presence of wrack line
❑ vegetation matted down,bent,or absent ❑ sediment sorting
❑ leaf litter disturbed or washed away ❑ scour
❑ sediment deposition ❑ multiple observed or predicted flow events
❑ water staining ❑ abrupt change in plant community
❑ other(list):
❑Discontinuous OHWM.7 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction(check all that apply):
❑ High Tide Line indicated by: ❑ Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑survey to available datum;
❑ fine shell or debris deposits(foreshore) ❑physical markings;
❑ physical markings/characteristics ❑vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other(list):
(iii) Chemical Characteristics:
Characterize tributary(e.g.,water color is clear,discolored,oily film;water quality;general watershed characteristics,etc.). Explain:
Identify specific pollutants,if known:
s Flow route can be described by identifying,e_g.,tributary a,which flows through the review area,to flow into tributary b,which then flows into TNW.
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction(e.g_,where the stream temporarily flows underground,or where the
OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow regime(e_g.,flow
over a rock outcrop or through a culvert),the agencies will look for indicators of flow above and below the break
'Ibid.

(iv) Biological Characteristics. Channel supports(check all that apply):
❑ Riparian corridor. Characteristics(type,average width):
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑Federally Listed species. Explain findings:
❑Fish/spawn areas.Explain findings:
❑Other environmentally-sensitive species. Explain findings:
❑Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries.Explain:
(b) General Flow Relationship with Non-TNW:
Flow is:Pick List.Explain:
Surface flow is:Pick List
Characteristics:
Subsurface flow:Pick List. Explain findings:
❑Dye(or other)test performed:
(c) Wetland Adjacency Determination with Non-TNW:
❑Directly abutting
❑Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximity(Relationship)to TNW
Project wetlands are Pick List river miles from TNW.
Project waters are Pick List aerial(straight)miles from TNW.
Flow is from:Pick List.
Estimate approximate location of wetland as within the Pick List floodplain.
(II) Chemical Characteristics:
Characterize wetland system(e.g.,water color is clear,brown,oil film on surface;water quality;general watershed characteristics;
etc.). Explain:
Identify specific pollutants,if known:
(iii)Biological Characteristics. Wetland supports(check all that apply):
❑ Riparian buffer. Characteristics(type,average width):
❑ Vegetation type/percent cover. Explain:
❑ Habitat for:
❑Federally Listed species. Explain findings:
❑Fish/spawn areas.Explain findings:
❑Other environmentally-sensitive species. Explain findings:
❑Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the hibutary(if any)
All wetland(s)being considered in the cumulative analysis:Pick List
Approximately( )acres in total are being considered in the cumulative analysis.

For each wetland,specify the following:
Directly abuts?(YIN) Size(in acres) Directly abuts?(YIN) Size(in acres)
Summarize overall biological,chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the hzbutary itself and the functions performed by any
wetlands adjacent to the hzbutary to determine if they significantly affect the chemical,physical,and biological integrity of a TNW.
For each of the following situations,a significant nexus exists if the tributary,in combination with all of its adjacent wetlands,has more
than a speculative or insubstantial effect on the chemical,physical and/or biological integrity of a TNW. Considerations when
evaluating significant nexus include,but are not limited to the volume,duration,and frequency of the flow of water in the tributary and
its proximity to a TNW,and the functions performed by the tributary and all its adjacent wetlands. It is not appropriate to determine
significant nexus based solely on any specific threshold of distance(e.g.between a tributary and its adjacent wetland or between a
tributary and the TNW).Similarly,the fact an adjacent wetland lies within or outside of a floodplain is not solely determinative of
significant nexus.
Draw connections between the features documented and the effects on the TNW,as identified in the Rapanos Guidance and discussed in
the Instructional Guidebook.Factors to consider include,for example:
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to carry pollutants or flood waters to TNWs,or to
reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),provide habitat and lifecycle support functions for fish and other
species,such as feeding,nesting,spawning,or rearing young for species that are present in the TNW?
• Does the tributary.in combination with its adjacent wetlands(if any),have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary,in combination with its adjacent wetlands(if any),have other relationships to the physical,chemical,or biological
integrity of the TNW?
Note:the above list of considerations is not inclusive and other functions observed or known to occur should be documented below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain findings
of presence or absence of significant nexus below,based on the tributary itself,then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands,where the non-RPW flows directly or indirectly into TNWs.
Explain findings of presence or absence of significant nexus below,based on the tributary in combination with all of its adjacent wetlands,
then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW.Explain findings of presence or
absence of significant nexus below,based on the tributary in combination with all of its adjacent wetlands,then go to Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS.THE SUBJECT WATERS/WETLANDS ARE(CHECK ALL THAT
APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
❑TNWs: linear feet width(ft).Or, acres.
❑Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
® Tributaries of TNWs where tributaries typically flow year-round are jurisdictional.Provide data and rationale indicating that tributary
is perennial:Perennial RPW 1 exhibits characteristics typical of a perennial stream.
❑ Tributaries of TNW where tributaries have continuous flow"seasonally"(e.g..typically three months each year)are jurisdictional.
Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows seasonally:
Provide estimates for jurisdictional waters in the review area(check all that apply):
® Tributary waters: 242 linear feet 6 width(ft).
❑ Other non-wetland waters: acres.
Identify type(s)of waters:

3. Non-RPWs8 that flow directly or indirectly into TNWs.
❑ Waterbody that is not a TNW or an RPW,but flows directly or indirectly into a TNW,and it has a significant nexus with a TNW is
jurisdictional.Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area(check all that apply):
❑ Tributary waters: linear feet width(ft).
❑ Other non-wetland waters: acres.
Identify type(s)of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
❑ Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
❑ Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section lII.D.2,above.Provide rationale indicating that wetland is
directly abutting an RPW:
❑ Wetlands directly abutting an RPW where tributaries typically flow"seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2,above.Provide rationale indicating that wetland is directly abutting an
RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
❑ Wetlands that do not directly abut an RPW,but when considered in combination with the tributary to which they are adjacent and with
similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisidictional.Data supporting this conclusion is
provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
❑ Wetlands adjacent to such waters,and have when considered in combination with the tributary to which they are adjacent and with
similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisdictional.Data supporting this conclusion is
provided at Section lII.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of juiisdictional waters.9
As a general rule,the impoundment of a jurisdictional tributary remains jurisdictional.
❑ Demonstrate that impoundment was created from"waters of the U.S."or
❑ Demonstrate that water meets the criteria for one of the categories presented above(1-6),or
❑ Demonstrate that water is isolated with a nexus to commerce(see E below).
E. ISOLATED[INTERSTATE OR INTRA-STATE]WATERS,INCLUDING ISOLATED WETLANDS,THE USE,DEGRADATION
OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE,INCLUDING ANY SUCH WATERS(CHECK
ALL THAT APPLY):111
❑ which are or could be used by interstate or foreign travelers for recreational or other purposes.
❑ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
❑ which are or could be used for industrial purposes by industries in interstate commerce.
❑ Interstate isolated waters. Explain:
❑ Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area(check all that apply):
❑ Tributary waters: linear feet width(ft).
'See Footnote#3.
To complete the analysis refer to the key in Section III.D_6 of the Instructional Guidebook.
n Prior to asserting or declining CWA jurisdiction based solely on this category,Corps Districts will elevate the action to Corps and EPA HQ for review
consistent with the process described in the Corps/EPA Memorandum Regarding CWA Ad Jurisdiction Following Rapanos.

❑ Other non-wetland waters: acres.
Identify type(s)of waters:
❑ Wetlands: acres.
F. NON-JURISDICTIONAL WATERS,INCLUDING WETLANDS(CHECK ALL THAT APPLY):
❑ If potential wetlands were assessed within the review area,these areas did not meet the criteria in the 1987 Coips of Engineers Wetland
Delineation Manual and/or appropriate Regional Supplements.
D Review area included isolated waters with no substantial nexus to interstate(or foreign)commerce.
❑ Prior to the Jan 2001 Supreme Court decision in"SWANCC,"the review area would have been regulated based solely on the
"Migratory Bird Rule"(MBR).
® Waters do not meet the"Significant Nexus"standard,where such a finding is required for jurisdiction. Explain:
❑ Other:(explain,if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area.where the sole potential basis of jurisdiction is the MBR factors(i.e.,
presence of migratory birds,presence of endangered species.use of water for irrigated agriculture),using best professional judgment(check all
that apply):
❑ Non-wetland waters(i.e.,rivers,streams): linear feet width(ft).
❑ Lakes/ponds: acres.
❑ Other non-wetland waters: acres.List type of aquatic resource:
❑ Wetlands: 0.086 acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the"Significant Nexus"standard,where such a
finding is required for jurisdiction(check all that apply):
❑ Non-wetland waters(i.e.,rivers,streams): linear feet, width(ft).
❑ Lakes/ponds: acres.
❑ Other non-wetland waters: acres. List type of aquatic resource:
® Wetlands:0.086 acres.

SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD(check all that apply-checked items shall be included in case file and,where checked and
requested,appropriately reference sources below):
® Maps,plans,plots or plat submitted by or on behalf of the applicant/consultant: Fig 4.Approved Jurisdictional Determination Map V2.
® Data sheets prepared/submitted by or on behalf of the applicant/consultant.
®Office concurs with data sheets/delineation report.
❑Office does not concur with data sheets/delineation report.
❑ 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:1:24,000;Charlotte East,NC-2019(Fig. 1 USGS Topographic Map).
® USDA Natural Resources Conservation Service Soil Survey.Citation: Fig.2 NRCS Web Soil Survey-SSURGO Spatial Data:
Mecklenburg County(Version 6,Sep 16,2019).
® National wetlands inventory map(s). Cite name: NWI Mapper-6/1/2021.
❑ State/Local wetland inventory map(s):
® FEMA/FIRM maps:NC Floodplain Mapping Program-6/1/2021.
❑ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
® Photographs: ®Aerial(Name&Date): Fig.3 Aerial Map(2017)-6/1/2021.
or®Other(Name&Date):NC SAM RWR-20000-Supporting Photographs.
❑ Previous determination(s). File no.and date of response letter:
❑ Applicable/supporting case law:
❑ Applicable/supporting scientific literature:
❑ Other information(please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:Wetland Wl is isolated and has no connection to downstream jurisdictional waters..
Page 1 of 1 Form Version 10 June 2020

LEGEND
0 ProjectArea
Streets
—•— Streams
Wetlands
2ft Contours
Natural Resource
Consultants
FIGURE 4. APPROVED JURISDICTIONAL DETERMINATION MAP
536 W TREMONT AVENUE
CHARLOTTE, MECKLENBURG COUNTY, NC
0 50 100
Feet
1 inch = 100 feet
VERSION: 2
DATE: 9/22/2021
JOB NO: 21026
DRAWN BY: Jennifer
C:1UJsers1NRC1NRC Server\Projects121026 Tremont\GIS1RWR20000-Tremont-Fig 4 AJD Map V2.mxd, 9/22/2021 5:01:20 PM, Jennifer

536 W Tremont Avenue Stream Stabilization Construction Drawings

roduction\Water Resources&Current Drawings&Sheets\RWR20000-Cover.dwg, 3/30/2022 10:03:39 AM, Richard Wright
N
ct
crp
0
2
536 W. TREMONT AVENUE
STREAM STABILIZATION
SITE DATA TABLE
PROJECT AREA
0.4 AC
DISTURBED AREA
1.3 AC*
PIN
11906427, 11906420
STREAM NAME
UT TO IRWIN CREEK
RIVER BASIN
CATAWBA
PROJECT REACH LENGTH
310 LF
* THE DISTURBED AREA ASSOCIATED WITH THE PROPOSED SRTEAM STABILIZATION PROJECT
5 CONTAINED WITHIN TWO PREVIOUSLY APPROVED PERMITS FOR THE DEVELOPMENT OF THE
TWO ABOVE LISTED PARCELS
GENERAL NOTES:
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY LICENSES AND PERMITS REQUIRED TO COMPLETE THE
WORK INCLUDED IN THE CONTRACT DOCUMENTS AT THE CONTRACTOR'S EXPENSE.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THEY AND THEIR SUBCONTRACTOR'S HAVE THE
CORRECT/MOST UP-TO-DATE PLANS AVAILABLE.
3. CONTRACTOR SHALL GIVE MINIMUM 72 HOURS NOTICE TO THE MECKLENBURG COUNTY AND PROJECT
ENGINEER PRIOR TO CONSTRUCTION.
4. ALL WORK WITHIN JURISDICTIONAL BOUNDARIES (WETLAND AND STREAMS) SHALL BE PERFORMED IN
STRICT ACCORDANCE WITH APPROVED NATIONWIDE PERMIT NO. SAW-2021-01619, DATED OCTOBER 24,
2021.
5. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER
POLLUTION 15 MINIMIZED.
6. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING BUFFER VEGETATION AND CONSTRUCTION
CORRIDOR TO THE MAXIMUM EXTENT PRACTICAL.
7. THERE MAY BE WETLANDS WITHIN THIS SITE. IT IS THE OWNERS RESPONSIBILITY FOR WETLANDS
JURISDICTION AND PERMIT DISTURBANCE PRIOR TO ANY GRADING ACTIVITY.
8. IF THE CONTRACTOR, IN THE COURSE OF WORK, FINDS ANY DISCREPANCIES IN THE PLANS OR NOTES
GIVEN BY THE PROJECT ENGINEER, IT SHALL BE HIS/HER DUTY IMMEDIATELY INFORM THE PROJECT
ENGINEER, IN WRITING, AND THE PROJECT ENGINEER WILL PROMPTLY VERIFY THE SAME. ANY WORK
DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK.
9. ANY DAMAGE TO PRIVATE PROPERTY AND/OR EXISTING UTILITIES INCURRED DURING CONSTRUCTION
ACTIVITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
10. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHALL BE INSPECTED AND
MAINTAINED REGULARLY TO PREVENT CONTAMINATION OF SURFACE WATERS FROM FUELS,
LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER TOXIC MATERIALS. CONSTRUCTION SHALL BE STAGED IN
ORDER TO MINIMIZE THE EXPOSURE OF EQUIPMENT TO SURFACE WATERS TO THE MAXIMUM EXTENT
PRACTICABLE. FUELING, LUBRICATION, AND GENERAL EQUIPMENT MAINTENANCE SHALL BE PERFORMED
IN A MANNER TO PREVENT, TO THE MAXIMUM EXTENT PRACTICABLE, CONTAMINATION OF SURFACE
WATERS BY FUELS AND OILS.
11. HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED ON MATS OR OTHER MEASURES SHALL BE
TAKEN TO MINIMIZE SOIL DISTURBANCE.
WILMORE DR.
SITE
W. TREMONT AVE.
536 W. TREMONT AVE.
CHARLOTTE, NORTH CAROLINA 28203
CONSTRUCTION DRAWINGS
PROJECT NUMBER: RWR20000
DATE: MARCH 30, 2022
ASSOCIATED PROJECTS:
536 W. TREMONT AVENUE
CITY OF CHARLOTE PROJECT NUMBER: LDUMUDD-2021-00019
704 W. TREMONT AVENUE
CITY OF CHARLOTE PROJECT NUMBER: LDUMUDD-2021-00046
2213 TOOMEY AVENUE
CITY OF CHARLOTE PROJECT NUMBER: LDUMUDD-2021-00045
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SHEET INDEX
C1.00
C5.00
C5.01
C6.00-C6.01
C6.02-C6.04
C8.01-C8.04
L5.00-L5.01
EXISTING CONDITIONS
PROPOSED CONDITIONS
STREAM PLAN AND PROFILE
EROSION CONTROL
EROSION CONTROL DETAILS
STREAM DETAILS
PLANTING PLAN
TOTAL DISTURBED AREA = 1.3 AC.
MCADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CONTACT
REBECCA STUBBS, PE
[e-mail]
PHONE: [phone]
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE DR. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
PROJECT DIRECTORY
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REVISIONS
NO.
DATE
VICINITY MAP
N.T.S.
0

EXISTING CONDITION & DEMOLITION NOTES:
CONSTRUCTION OF 536 W. TREMONT AVE. AND 704 W. TREMONT AVE. IN THE VICINITY OF UT TO IRWIN
CREEK WILL PRECEDE STREAM STABILIZATION CONSTRUCTIION. EXISITNG CONDITIONS SHOWN ON THIS
PLAN REPRESENT THE ANTICIAPTED CONDITION OF THE PROJECT SITE AT THE TIME OF CONSTRUCTION OF
THE STREAM SABILIZATION PROJECT.
LINEWORK SHOWN FOR 536 W. TREMONT AVE. AND 704 W. TREMONT AVE. IS FROM THE APPROVED
DESIGN OF EACH SITE. AN AS -BUILT SURVEY HAS NOT BEEN COMPLETED FOR EITHER SITE.
THERE SHALL BE NO DEMOLITION ACTIVITIES UNTIL AFTER A PRE -CONSTRUCTION MEETING HAS TAKEN
PLACE.
ALL MATERIAL TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT A PERMITTED
SITE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS.
EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED
ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO
THE ENGINEER IMMEDIATELY.
CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITES AND STRUCTURES TO REMAIN IN
PLACE. ANY SUPPORTING AND/OR BRACING OF EXISTING UTILITIES AND STRUCTURES AND THE DESIGN OF
SUCH MEASURES 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY DAMAGE TO EXISTING UTILITES
OR STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.
EXISTING CONDITIONS LEGEND AND SYMBOLS
EXISTING
WATER SERVICE
M:\Projects\PSR\RW R-20000\04-Production\Water Resources\Current Drawings \Sheets\RWR20000-C1.dwg, 3/30/2022 9:53:05 AM, Richard Wright
704 W. TREMONT OWNER LLC
PIN: 11906420
DB: 36342 PG: 282
TOOMEY AVE. MULTI -FAMILY
RESIDENTIAL BUILDING
1
STORMWATER PIPE
48" RCP
INV. IN = 667.1'
(LDUMUDD-2021-00045)
SERVICE
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24" HDPE STORMWATER PIPE
INV. IN = 673.75'
INV. OUT = 673.5'
(FES 405, JB-404)
(LDUMUDD-2021-00019)
- - •
' STORMWATER PIPE
:Du48" RCPINV. OUT = 681,0'(EW-500, J13-501)
MUDD-2021-00019)` �f
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w=r. -----aa —...... -- —... -- -- ,...---e-1 ...--------------1311.7............_ ........ — ,---- /77,7,
536 W. TREMONT OWNER LP
PIN: 11906427
DB: 36606 PG: 657
60' PUBLIC RIGHT-OF-WAY
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MCADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE ❑R. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
536 W. TREMONT AVE.
010411414110444,
_ SEAL 9r :
• = 049073 =
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REVISIONS
NO.
DATE
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
RWR20000
RWR20000-C1
RAS
RHW
1" = 30'
03.30.2022
CHARLOTTE, NORTH CAROLINA 28203
EXISTING CONDITONS
c1.00

4e"
\441/1
•
•
•
•
•
•
CONSTRUCTION SEQUENCE:
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. OBTAIN AN APPROVED (STAMPED) EROSION & SEDIMENT CONTROL PLAN AND KEEP IT ON -SITE EITHER IN
THE INSPECTION BOX, CONSTRUCTION OFFICE, OR WITH THE CONTRACTOR.
3. SCHEDULE AND HOLD AN ON -SITE PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO
BEGINNING ANY LAND -DISTURBING ACTIVITIES RELATED TO CONSTRUCTION OF THE STREAM
STABILIZATION PRIJECT. THE CONFERENCE SHOULD BE ATTENDED BY THE MECKLENBURG COUNTY
EROSION CONTROL INSPECTOR, THE GENERAL CONTRACTOR, ANY SUBCONTRACTORS, THE ENGINEER,
AND A REPRESENTATIVE OF THE OWNER.
4. CONTRACTOR SHALL NOTIFY "NC811" {811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR
TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR
SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF
"NC811 REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
5. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST
PRIOR TO PROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
6. ESTABLISH CONSTRUCTION ENTRANCE (SEE DETAIL ON SHEET C6.03) AND STAGING AREA. TEMPORARY
DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
PRE -CONSTRUCTION MEETING.
7. INSTALL SILT FENCE AND OTHER EROSION CONTROL MEASURES AS SHOWN ON PLANS, CLEARING ONLY
AS NECESSARY TO INSTALL THESE DEVICES.
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CHARLOTTE
LAND DEVLOPMENT STANDARDS MANUAL AND N.C. EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
9. LIMITS OF DISTURBANCE SHALL BE MARKED BY SAFETY FENCING EITHER WITH SILT FENCE OR ORANGE
TREE PROTECTION FENCE (SEE DETAIL ON SHEET C6.03).
10. USE THE AREA DESIGNATED ON THE PLANS FOR ALL STAGING ACTIVITIES RELATED TO THE PROJECT.
11. PARK ALL CONSTRUCTION EQUIPMENT, INCLUDING TRUCKS AND HEAVY EQUIPMENT WITHIN THE LIMITS
OF DISTURBANCE.
12. WHEN ACCESS TO A CONSTRUCTION AREA REQUIRES CROSSING A DELINEATED JURISDICTIONAL FEATURE,
OUTSIDE OF THE AREAS SHOWN TO BE REGRADED AND STABILIZED ON THE PLANS, IMPACTS SHALL BE
MINIMIZED BY PLACING A TEMPORARY STREAM/WETLAND CROSSING ACROSS THE FEATURE PRIOR TO
ACCESSING THE AREA WITH HEAVY EQUIPMENT PER APPROVED PLANS AND SPECIFICATIONS. SEE DETAIL
SHEET C6.04 FOR TEMPORARY STREAM AND WETLAND CROSSINGS.
13. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON SHEETS C6.01. CLEAR AND GRUB
ONLY AS NECESSARY TO INSTALL THESE DEVICES.
14. BEGIN GRADING ACTIVITIES. IN GENERAL, THE CONTRACTOR SHALL WORK FROM UPSTREAM TO
DOWNSTREAM AND CONSTRUCTION IN A LIVE CHANNEL UTILIZE A PUMP -AROUND OR FLOW DIVERSION
MEASURE AS SHOWN ON THE PLANS. MAINTAIN AND ADJUST E&SC MEASURES AS GRADING
PROGRESSES.
15. ANY DEWATERING OPERATION DURING CONSTRUCTION SHALL USE A FLOATING INTAKE AND SILT
BAG TO MINIMIZE SEDIMENT DISCHARGE. FLOATING INTAKE AND SILT BAG SHALL BE MONITORED
WHILE IN USE FOR SIGNS OF CLOGGING OR MALFUNCTION.
16. AT THE END OF EACH WORKING DAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE APPLICATION OF
SEED AND STRAW, AS APPLICABLE, TO NEWLY ESTABLISHED STREAMBANKS AND DISTURBED AREAS.
EROSION CONTROL MATTING WILL BE INSTALLED ON TOP OF THE SEED AND STRAW IN ACCORDANCE
WITH THE EROSION CONTROL CONSTRUCTION SEQUENCE.
17. AFTER EXCAVATING THE CHANNEL TO DESIGN GRADES, INSTALLING IN -STREAM STRUCTURES, SEED AND
MULCH, MATTING, AND TRANSPLANTS, THE NEW CHANNEL CAN RECEIVE FLOW AFTER APPROVAL BY THE
ENGINEER.
18. WATER WILL BE TURNED INTO THE CONSTRUCTED CHANNEL ONCE THE AREA IN AND AROUND THE NEW
CHANNEL HAS BEEN STABILIZED. NO WATER SHALL BE TURNED INTO ANY SECTION OF CHANNEL PRIOR
TO THE CHANNEL BEING COMPLETELY STABILIZED WITH ALL STRUCTURES INSTALLED.
19. ANY GRADING ACTIVITIES ADJACENT TO THE STREAM CHANNEL SHALL BE COMPLETED PRIOR TO
TURNING WATER INTO THE NEW STREAM CHANNEL SEGMENTS. THE CONTRACTOR SHALL NOT GRADE
OR ROUGHEN ANY AREAS WHERE EXCAVATION ACTIVITIES HAVE NOT BEEN COMPLETED.
20. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES
AND STRUCTURES.
21. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. AT THE CONCLUSION OF GRADING AND
CONSTRUCTION OR IF LAND -DISTURBING ACTIVITY STOPPED FOR MORE THAN 14 CONSECUTIVE
CALENDAR DAYS, PERMANENT VEGETATIVE COVER SHALL BE INSTALLED ACCORDING TO SHEET L5.01.
22. CONTRACTOR SHALL PLANT WOODY VEGETATION AND LIVE STAKES, ACCORDING TO PLANTING DETAILS
AND SPECIFICATIONS. THE CONTRACTOR SHALL COMPLETE ALL PLANTING AND PERMANENET SEED
APPLICATION AT THE APPROPRIATE TIME OF YEAR.
23. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION CONTROL
M EASU RES.
24. STABILIZE ALL DISTURBED AREAS- REMOVE STAGING AREA AND CONSTRUCTION ENTRANCE.
25. REMOVE ALL EROSION CONTROL MEASURES AND CALL THE MECKLENBURG COUNTY LUESA OFFICE FOR
FINAL INSPECTION ONCE PERMANENT VEGETATION HAS BEEN ESTABLISHED.
26. DEMOBILIZE ALL EQUIPMENT AND MATERIALS FROM SITE.
/
ss
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TOTAL DISTURBED AREA = 1.3 AC.
/
SITE PREPARATION: CLEARING & TOPSOIL/SUBSOIL EXCAVATION
ALL SHRUBS AND SMALL TREES DESIGNATED BY THE ENGINEER WILL BE SAVED FOR TRANSPLANTING.
PLANTS THAT ARE TO BE TRANSPLANTED WILL BE MARKED WITH HIGHLY VISIBLE TAPE.
ANY UNUSABLE TREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE SHALL BE CHIPPED
ON SITE AND HAULED OFF SITE FOR DISPOSAL.
CONTRACTOR SHALL MANAGE EXCAVATED TOPSOIL SEPARATELY FROM EXCAVATED SUBSOIL.
EXCAVATED TOPSOIL SHALL BE PLACED WITHIN THE DESIGNATED TEMPORARY STOCKPILE AREAS AWAY
FROM THE CHANNEL TO BE FILLED (SEE PLANS). TOPSOIL SHALL BE FREE OF STONES OVER 1" IN
DIAMETER, ROOTS, STICKS, RUBBISH, STIFF CLAY, AND EXTRANEOUS MATTER.
4. EXCAVATED SUBSOIL SHALL BE PLACED NEAR THE CHANNEL TO BE FILLED. ONCE THE NEW STREAM IS
CONSTRUCTED, SUBSOIL SHALL BE USED TO FILL THE EXISTING CHANNEL FIRST, THEN STOCKPILED
TOPSOIL SHALL BE USED FOR THE FINAL 6 INCHES OF FILL TO ACHIEVE DESIGN GRADES AND CREATE A
SOIL BASE FOR VEGETATION.
5. IMPORTED TOPSOIL SHALL HAVE A LOAMY TEXTURE AND HAVE SAND, SILT, AND CLAY PERCENTAGES
THAT MEET THE U.S. DEPARTMENT OF AGRICULTURE CHARACTERISTICS OF A LOAMY SOIL. ORGANIC
CONTENT SHALL NOT BE LESS THAN 1.5% BY WEIGHT. PH RANGE SHALL BE FROM 6-7.5. IF PH 15 LESS
THAN 6, LIME SHALL BE ADDED. SOLUBLE SALTS SHALL NOT EXCEED 500PPM. IMPORTED TOPSOIL SHALL
BE FREE OF DEBRIS, ROOTS, PLANTS, STICKS, RUBBISH, STIFF CLAYS, AND STONES OVER 1 INCH IN
DIAMETER.
6. CONTRACTOR SHALL HARVEST AND STOCKPILE NATIVE CHANNEL SUBSTRATE (COBBLE, STONE, ETC.) FOR
USE IN PROPOSED IN -STREAM STRUCTURES.
PROPOSED CONDITIONS LEGEND AND SYMBOLS
250
mi���IL��I
Trirri
/
/,
/
/
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CONSTRUCTED RIFFLE
(NATIVE MATERIAL)
VEGETATED SOIL LIFT
BRUSH TOE
BOULDER CROSS VANE
BOULDER CASCADE
BOULDER J-HOOK
LD
0
LIMITS OF
DISTURBANCE
4.
EXISITNG
STORM DRAIN
TOOMEY AVE. MULTI -FAMILY
RESIDENTIAL BUILDING
•
PROPOSED
AMENITY AREA
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11
675
PROPOSED GRADING
ACTIVITES SHALL AVOID
DAMAGING EXISTING
STRUCTURES
STORMWATER PIPE
48" RCP
INV. OUT = 681.0'
(EW-500, JB-501)
ss
•
•
SS
•
•
•
•
RETAINING WALL
DESIGNED BY OTHERS
24" HDPE TO BE MODIFIED
DURING CONSTRUCTION
SEE SHEET C5.01
ss
PROPOSED GRADING
ACTIVITES SHALL AVOID
DAMAGING EXISTING
STRUCTURES
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(mill.B.40„10:37,)AVENUE
60' PUBLIC RIGHT-OF-WAY
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MCADAMS
The John R. McAdams Company, inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE DR. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
LU
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536 W. TREMONT AVE.
CHARLOTTE, NORTH CAROLINA 28203
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•
REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
RWR20000
RWR20000-P2
RAS
RHW
1" = 30'
03.30.2022
PROPOSED CONDITIONS
C5.00

M:\Projects\PSR\RWR-20000\04-Production\Water Resources\CurrentDrawings \Sheets\RWR20000-P2.dwg, 3/30/2022 9:53:42 AM, Richard Wright
PROPOSED CONDITIONS LEGEND AND SYMBOLS
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CONSTRUCTED RIFFLE
(NATIVE MATERIAL)
STORMWATER PIPE 1
48" RCP
INV. OUT = 681.0. 1 `
(EW-500, JB-501)
(LDUMUDD-2021-00019)
TOOMEY AVE. MULTI -FAMILY
RESIDENTIAL BUILDING
CONSTRUCTED RIFFLE/
CULVERT OUTLET PROTECTION
24" WIDE STORMWATER
CONVEYANCE CHANNEL
TO BE LINED WITH
CLASS 'A' RIPRAP
24" HOPE TO BE MODIFIED
DURING CONSTRUCTION
INV. IN = 675.75'
DESIGN INV. OUT = 673.5'
MODIFIED INV. OUT = 673.63'
DESIGN LENGTH = 33.1' LF
MODIFIED LENGTH = 16.5' LF
(FES 405, JB-404)
(LDUMUDD-2021-00019)
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PROPOSED
AMENITY AREA
GRAPHIC SCALE
0 5 1D
1 inch = 10 ft.
MCADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE DR. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
536 W. TREMONT AVE.
CHARLOTTE, NORTH CAROLINA 28203
01
�• �N CAR°���+,,�f
ft
REVISIONS
NO.
DATE
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
RWR20000
RWR20000-P2
RAS
RHW
1" = 20'
03.30.2022
PLAN AND PROFILE
C5.01

M:\Projects\PSR\RWR-20000\04-Production\Water Resources \Current Orawings\Sheets\RWR20000-EC.dwg, 3/30/2022 9:54:09 AM, Rich
EROSION & SEDIMENT CONTROL NOTES:
1, GRADING AND EROSION CONTROL METHODS SHALL ADHERE TO THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL AND SPECIFICATIONS. WHERE METHODS DIFFER FROM NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY (NC DEQ) DIVISION OF ENERGY, MINERAL, AND LAND
RESOURCES (NC DEMLR) STANDARDS, THE MORE STRINGENT METHOD SHALL BE APPLIED.
EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE
OBTAINED BEFORE ANY LAND DISTURBANCE ACTIVITIES.
WHEN PROJECT IS COMPLETE, THE PERMITEE SHALL VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN
ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL FEE WILL BE CHARGED UNTIL
THE E-NOT HAS BEEN FILLED OUT.
4. E&SC DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE. THE
CONTRACTOR SHALL CALL FOR AN INSPECTION BY MECKLENBURG COUNTY ONCE INITIAL MEASURES
ARE IN PLACE.
5. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES.
FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE CONTRACTOR
TO FINES AND PENALTIES ISSUED BY MECKLENBURG COUNTY.
6. CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE
RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS OTHERWISE NOTED.
7. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE APPROVED
EROSION CONTROL PLAN AND 15 SUBJECT TO A FINE BY THE MECKLENBURG COUNTY.
8. DISTURBANCE OUTSIDE OF THE SITE PROPERTY LIMITS OR PUBLIC R/W SHALL ONLY BE ALLOWED BY
SIGNED GRADING AGREEMENTS AND/OR EASEMENTS BETWEEN THE DEVELOPER AND OFFSITE
PROPERTY OWNER.
9. THE CONTRACTOR 15 RESPONSIBLE TO MAINTAIN SAFE OPEN ACCESS TO ALL PROPERTIES ADJACENT TO
THE SITE DURING CONSTRUCTION PERIOD,
10. STAGING AREAS, STOCKPILE AREAS, CONSTRUCTION ENTRANCES, AND ACCESS ROAD WILL BE
IDENTIFIED AND LOCATED ACCORDING TO THE EROSION CONTROL PLAN AND LANDOWNER. VARIANCES
WILL BE ALLOWED ASSUMING BOTH THE CONTRACTOR AND THE ENGINEER VERBALLY AGREE.
11. CONTRACTOR SHALL SEED AND STABILIZE ALL STEEP SLOPES (GREATER THAN 3H:1V) WITHIN 7 DAYS, 10
DAYS FOR MODERATE SLOPES (3H:1V OR LESS) AND WITHIN 14 CALENDAR DAYS EVERYWHERE ELSE
ACCORDING TO THE TEMPORARY SEEDING SCHEDULE ON SHEET C6.04.
12. FOR ANY LAND DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN COMPLETED,
TEMPORARY OR PERMANENT GROUND COVER (SHEET C6.04 AND LS.01) SUFFICIENT TO RESTRAIN
EROSION SHALL BE PROVIDED AS SOON AS PRACTICAL, BUT IN NO CASE LATER THAN SEVEN (7) DAYS
AFTER COMPLETING THE WORK. STABILIZATION 15 THE BEST FORM OF EROSION CONTROL. TEMPORARY
SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY
WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE ON THE PLAN.
THE EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL FIELD MEASURES AS NECESSARY TO
PROVIDE ADEQUATE PROTECTION FROM RECEIVING WATER COURSES.
A CONSTRUCTION SEQUENCE HAS BEEN PROVIDED (SHEET C5.00). INSTALLATION OF ALL PROPOSED
E&SC MEASURES IN THE SEQUENCE(S) PROVIDED AND MAINTENANCE OF THOSE DEVICES IS REQUIRED.
THE CONTRACTOR MAY BE ALLOWED, WITH PRIOR APPROVAL FROM THE OWNER, TO COORDINATE
CHANGES TO THE PLAN WITH THE ON -SITE E&SC INSPECTOR AND THE ENGINEER.
15. CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION CONTROL DEVICES AT LEAST ONCE PER WEEK
AND AFTER EVERY SIGNIFICANT RAINFALL EVENT. EACH DEVICE 15 TO BE MAINTAINED OR REPLACED IF
SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE.
16. CONTRACTOR WILL FIELD LOCATE SILT FENCE OUTLETS AT LOW POINTS IN SILT FENCE AND/OR A
MINIMUM OF EVERY 100 LINEAR FEET OF SILT FENCE AS REQUIRED TO PROVIDE RELIEF FROM
CONCENTRATED FLOWS. SILT FENCE OUTLETS SHOWN ON THESE PLANS ARE BASED ON THE BEST
TOPOGRAPHIC INFORMATION AVAILABLE AT THE TIME OF DESIGN. CONTRACTOR TO FIELD VERIFY AND
ADJUST LOCATIONS OF SILT FENCE OUTLETS AND/OR PLACE ADDITIONAL OUTLETS TO ENSURE THAT ALL
LOW SPOTS ALONG THE SILT FENCE HAVE AN OUTLET.
17. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE 15 PLACE
AT THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF
BUFFER IS NOT PROVIDED.
18. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST
PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
19. NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION OCCURS WHERE MUD,
ROCKS AND DEBRIS IS TRACKED ONTO PAVEMENT, THE CONTRACTOR SHALL CLEAN THE PAVEMENT
AND INSTALL ADDITIONAL MEASURES TO PREVENT FUTURE OCCURRENCES.
20. INSTALL SILT FENCE FOR ALL STAGING AND STOCKPILE AREAS (SEE DETAIL ON SHEET C6.03). ANY
STOCKPILE AREAS SHALL USE TWO (2) ROWS OF SILT FENCE.
21. IF CONCRETE WASHOUTS ARE UTILIZED, THESE AREAS ARE TO BE WITHIN THE LIMITS OF DISTURBANCE
AND SHOULD BE LOCATED AT LEAST 50 FT. AWAY FROM STORM DRAIN INLETS AND SURFACE WATER.
+
--
EXISTING
WATER SERVICE
CONSTRUCTION
ENTRANCE
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ss
TOTAL DISTURBED AREA = 1.3 AC.
EROSION & SEDIMENT CONTROL MAINTENANCE PLAN:
1. QUALIFIED PERSONNEL, ON A DAILY BASIS WILL EVALUATE ALL TEMPORARY EROSION AND SEDIMENT
CONTROL PRACTICES FOR STABILITY AND OPERATION.
2. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT
RAINFALL (1.0" OR GREATER) AND DOCUMENT WITH INSPECTION REPORTS AND WRITTEN LOGS SHALL BE
KEPT.
3. A RAIN GAUGE WILL ALSO BE KEPT ON -SITE AND DAILY RAINFALL AMOUNTS WILL BE RECORDED.
4. ANY REPAIRS NEEDED WILL BE PERFORMED IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
5- THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TEMPORARY ON -SITE E&SC
MEASURES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND FOLLOWING THE APPROVED E&SC
PLAN.
7. A COPY OF THE COMBINED SELF -INSPECTION MONITORING FORM CAN BE FOUND ON THE NC DEMLR
WEBSITE AT:
HTTPS://DEQ. N C.GO V/ABD UT/D I V ISI DNS/ENERGY-MINERAL-LAND-RESOURCES/EROSION -SEDIMENT-CD NTRD L/FORM S
CHANNEL CONSTRUCTION (PUMP AROUND):
1. INSTALL PUMP AROUND THE WORKING AREA (DEWATERING AND PUMP AROUND DETAILS ON SHEET
C6.04).
2. RIPRAP APRONS WILL BE CONSTRUCTED TO IMPEDE ANY EROSION OF THE CHANNEL AND STREAM BANKS
BY THE WATER DIVERTED FROM THE PUMP -AROUND PROCEDURE.
3. HARVEST MATERIAL FROM THE BOTTOM OF THE EXISTING CHANNEL TO BE PLACED IN THE BOTTOM OF
THE PROPOSED CHANNEL. THIS SHALL INCLUDE THE SURFACE MATERIAL AND UP TO ONE (1) FOOT
BELOW TO INCLUDE THE HYPORHEIC ZONE. ADDITIONAL RIVER STONE SHALL BE MIXED WITH EXISTING
CHANNEL MATERIAL AS NECESSARY.
4. IN -STREAM STRUCTURES WILL BE INSTALLED ACCORDING TO THE DETAILS PRESENTED ON SHEET C8.01-
8.03.
5. ANY EXCAVATED MATERIAL CONTAINING MANMADE MATERIAL IS NOT SUITABLE MATERIAL FOR
CHANNEL FILL AND MUST BE DISPOSED OF OFFSITE UNLESS OTHERWISE DIRECTED BY OWNER.
6. THE PROPOSED CHANNEL BANKS SHALL BE STABILIZED WITH EROSION CONTROL MATTING AND
TEMPORARY SEEDING UPON COMPLETION OF EACH SECTION AS PER DETAIL ON SHEETS C6.03, C6.04,
AND L5.01.
7. COMPLETE ALL EARTHWORK, STRUCTURE INSTALLATION, AND STABILIZATION IN THE PUMP AROUND
AREA.
8. CONTRACTOR SHALL NOTIFY ENGINEER UPON DISCOVERY OF ANY CONSTRAINTS DISCOVERED IN THE
CONSTRUCTION OF THE PROPOSED CHANNEL OR STRUCTURE PLACEMENT AND ADJUSTMENTS CAN BE
MADE ON SITE.
f`
LIMITS OF
DISTURBANCE
EXISITNG
STORM DRAIN
TOOMEY AVE. MULTI -FAMILY
RESIDENTIAL BUILDING
EROSION CONTROL LEGEND
t.1147R.orin. noon. Row:.
,IIIIIIi
LIMITS OF DISTURBANCE
CONSTRUCTION ENTRANCE
STAGING/STOCKPILE AREA
SILT FENCE
SILT FENCE OUTLET
PUMP AROUND
IMPERVIOUS DIKE
ti I' t
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RETAINING WALL
/ DESIGNED BY OTHERS
IMPERVIOUS
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DUTRING CONSTRUCTION
SEE SHEET C5.01
(LDUMUDD-2021-00019)
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PROPOSED GRADING
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DAMAGING EXISTING
STRUCTURES
STORMWATER PIPE
48" RCP
INV. OUT = 681.0'
R www (EW-500, JB-501)
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536 W. TREMONT AVE.
DEVELOPMENT
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MCADAMS
The John R. McAdams Company, inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE DR. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
536 W. TREMONT AVE.
CHARLOTTE, NORTH CAROLINA 28203
wwCARn
%v* �gA,
REVISIONS
1
NO. DATE
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
RWR20000
RWR20000-EC
RAS
RHW
1" = 30'
03.30.2022
EROSION CONTROL PLAN
C6.00

EROSION CONTROL LEGEND
LIMITS OF DISTURBANCE
CONSTRUCTION ENTRANCE
STAGING/STOCKPILE AREA
SILT FENCE
SILT FENCE OUTLET
PUMP AROUND
IMPERVIOUS DIKE
TOOMEY AVE. MULTI —FAMILY'
RESIDENTIAL BUILDING
PROPOSED GRADING
ACTIVITES SHALL AVOID
DAMAGING EXISTING
STRUCTURES
LIMITS OF
DISTURBANCE
PUMP AROUND
PUMP
o �
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40140W-
1/i0k0Eii�• I .0:0�►i
t7S *Aboiiii;4
1:0440000.ILO-
illkTO CONSTRUCTION
ENTRANCE
INSTALL SILT FENCE
AND SILT FENCE OUTLETS
AS CONSTRUCTION PROCESSES
DOWNSTREAM
PROPERTY
PROPOSED GRADING
ACTIVITES SHALL AVOID
DAMAGING EXISTING
STRUCTURES
CONTRACTOR TO ENSURE
CURBING ADEQUAELY RETAINS
SEDIMENT RUNOFF FROM
STAGING/STOCKPILE AREA.
IF CURBING IS NOT PRESENT
AT TIME OF CONSTRUCTION
CONTRACTOR SHALL INSTALL
SILT FECNCE ALONG THE
BOUNDARY OF THE
STAGING/STOCKPILE AREA.
536 W. TREMONT AVE.
DEVELOPMENT
PROPOSED
AMENITY AREA
LIMITS OF
DISTURBANCE
IMPERVIOUS
DIKE
0
GRAPHIC SCALE
5 10
finch =loft.
-7
•
•
•
MCADAMS
The John R. McAdams Company, inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE DR. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
REVISIONS
NO. DATE
536 W. TREMONT AVE.
CHARLOTTE, NORTH CAROLINA 28203
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
RWR20000
RWR20000-EC
RAS
RHW
1"=10'
03.30.2022
EROSION CONTROL PLAN
C6.01

roduction\Water Resources&Current Drawings&Sheets\RWR20000-D1.dwg, 3/30/2022 9:54:28 AM, Richard Wright
M :\ Projects \PSR\RW R-2
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
7
None
(HOW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary stabilization
Permanent stabilization
• 1 emporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
• Permanent grass seed covered with straw or
other mulches and tackifiers
• Geatextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
■ Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculonts.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury ar burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, dean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
' i NORTH CAROLINA
"t Iti Environmental Quality
M. .,an
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STRUCTURE WITH LINER
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install ternporary concrete washouts per local requirements, where applicable. if an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided an this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority_
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill ar leak into wells, stormwater drains, ground water
ar surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1.
2.
3.
Create designated hazardous waste collection areas on -site.
Place hazardous waste containers under cover or in secondary containment.
Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01 / 19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Inspect
Frequency
(during normal
business hours)_
Daily
inspection records must include:
11) Raln gaup
maintained in
good working
order
Daily rainfall amounts
IF no daily rain gauge observations are made during weekend or
holiday periods, and no individual -day rainfall information is
available, record the cumulative rain measurement for those un-
attended days (arc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
-zero" The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
2.4 hours
1. Identification al the measures inspected,
2. Date and time ❑f the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
property,
5- Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(a) Stormwater
discharge
outfalls ISDCsj
At least once per
7 calendar days
and within 24
hours of a rain
event ? 1.0 inch in
24 hours
1. Identification of the discharge autfalk inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as on
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
hours of a rain
event 1.0 Inch In
24 hours
if visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to dean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
l51 Streams ar
wetlands onslte
or offslte
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event r 1.0 inch in
24 hours
If the stream or wetland has Increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following sha8 be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (2) of this permit
(6) Ground
stabilization
measures
After each phase
of grading
1. The phase of grading (Installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
drainage facilities., completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE; The rain inspection resets the required 7 calendar day inspection requirement.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART III
AND REPORTING
deviation shall be kept on the site. The
throughout the coverage under this permit.
plan shall be kept on site and available for
hours.
1.
2.
3.
E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date
The following items pertaining to the E&SC
inspection at all times during normal business
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown an the approved E&SC plan.
initial and date each E&SC measure on a copy
of the approved E&SC plan or complete, date
and sign an inspection report that lists each
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved MSC
plan or complete, date and sign an Inspection
report to indicate completion of the
construction phase.
lc) Ground cover is located and installed
in accordance with the approved E&SC
plan.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken
to E&SC measures.
initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. 140 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.
2.
Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.5. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes After Discovery) and Other Requirements
(al Visible sediment
deposition in a
stream or wetland
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 3031di list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) oil spills and
release of
hazardous
substances per Item
7.(b)-(c) above
• Within 24 hours, an oral or electronic notification, The notification
shall include information about the date. time, nature, volume and
location of the spill cr release.
(c) Anticipated
bypasses (40 CFR
122.41(m)(3)]
• A report at least ten days before the date of the bypass, ff possible.
The report shall include an evaluation of the anticipated quality and
effect of the bypass.
(d) Unanticipated
bypasses (40 CFR
122.41(m)(3)]
• Within 24 hours, an oral or electronic notification.
• Within 7calendar days, a report that includes an evaluation of the
quality and effect of the bypass.
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(I)(7)J
• Within 24 hours, an oral or electronic notification.
. Within 7calendar days, a report that contains a description of the
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NORTH CAROLINA
`Ali/Environmental Quality
MCADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE DR. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
536 W. TREMONT AVE.
CHARLOTTE, NORTH CAROLINA 28203
ti47
SEAL rt
•„tt►1l1tinhst,.
C R0/1.0,`►
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049073
S
REVISIONS
NO.
DATE
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
RWR20000
RWR20000-D1
RAS
RHW
03.30.2022
EROSION CONTROL
DETAILS
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/0 I / 19
C6.02

roduction\Water Resources&Current Drawings&Sheets\RWR20000-D1.dwg, 3/30/2022 9:54:33 AM, Richard Wright
M :\ Projects \PSR\RW R-2
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2-3- OF WASHED STONE AND/OR RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO
A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE
SWEPT BACK ONSITE ON A NIGHTLY BASIS.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 do 10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANY
STREET WITH AN EXISTING SIDEWALK TO REMAIN OPEN DURING CONSTRUCTION.
7. FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION.
100' MIN.
EXISTING GROUND 1--III-III„i I I -I I -I
III._II•
-
i
Z
a0
100' MIN
1-1 I I-1 , ,
SOIL STABILIZATION FABRIC
UNDER 2-3" OF WASHED STONE
PUBUC STREET
PUBLIC STREET
EX. CONC.
DRIVEWAY APRON
WITH SIDEWALK AT
BACK OF CURB
(IF RETAINED DURING
CONSTRUCTION.)
NOT TO SCALE
(cm`
t CHARIL ETE
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
STABILIZED CONSTRUCTIO
E\ T R A \1 C E l STD. NO. REV.
30.11A 1.5i
STEEL POST
WOVEN FILTER FABRIC
0
I
N
GENERAL NOTES:
6' MAX.
I III I =1=1114CI0II 1C-7: .A RIE=rI^m==�1I`ITR1,E=1 l le== 1=irw VAL
=1
MAT1A
l
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE 15 TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE.
3. TURN SILT FENCE UP SLOPE AT ENDS.
4. ORANGE SAFETY FENCE 15 REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
ENVIRONMENTALLY SENSITIVE AREAS.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
MAINTENANCE NOTES:
8'
STEEL POST
FILTER FABRIC
FLOW ‘.,
ANCHOR SKIRT;
EXCAVATE
TRENCH AND
COMPACT
BACKF1LL
FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL 15 NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
AFTER THE SILT FENCE 15 REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
NOT TO SCALE
•
1 C1 L�RI TA TIC
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ET]
TE
V1PCHAY SILT FENCE
STD. NO. REV.
30.06A 1
STEEL POST
WIRE FENCING
(IF APPLICABLE)
SILT
FENCING
4' MAX.
HARDWARE CLOTH BETWEEN
POSTS AND COVERED BY STONE
III II I11III III IIIII III II IMI III iii II I II II II1111IIIII I11I1111
e •r ■■lf••r,f� %!+�! ��•il1••:iil %!. %l��i,•ili•.•iisl� %! %!•�i.•�1�•:•i,�
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GENERAL NOTES:
1. SEDIMENT FILTER OUTLET HARDWARE CLOTH SHALL BE 24" HIGH AND
STONE SHALL BE A MINIMUM OF 12" HIGH.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS
SECURELY USING APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL
BE KEYED IN A MINIMUM OF 12 INCHES IN LENGTH AND
BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE
CLOTH TO BE SAME AS STD. #30.09 (19 GAUGE, 1/4" SPACING).
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT LOW AREAS IN CONJUNCTION WITH AND ALONG LONG
RUNS OF SILT FENCE AT INTERVALS NO CLOSER THAN 100 FEET.
DRAINAGE AREA TO OUTLETS SHALL NOT EXCEED 1/4 ACRE.
5. EQUIVALENT ALTERNATIVES MAY BE USED WITH PRIOR CITY APPROVAL.
30"
$4 ‘*,
eA(.
v\l'
":\
MAINTENANCE NOTES:
STEEL POST
://- HARDWARE CLOTH
WASHED
STONE
(NCDOT #5
OR #57)
FLOW
;i11714r*"
ANCHOR SKIRT;
EXCAVATE TRENCH
AND COMPACT
BACK FILL
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT
THAT HAS CLOGGED OR REMOVED IT.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS
REACH HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT
DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OUTLET
IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
NOT TO SCALE
•
tam
ammmma
\....,CI -IA ,OI'Tr-
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
S
LT FENCE
OUTLET
rr STD. NO. REV.
30.06C 2(_.3y
MCADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE DR. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
536 W. TREMONT AVE.
CHARLOTTE, NORTH CAROLINA 28203
'%%kt 111111hStS
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{'{ #. �I 111111M � 1-%
REVISIONS
NO.
DATE
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
RWR20000
RWR20000-D1
RAS
RHW
03.30.2022
EROSION CONTROL
DETAILS
C6.03

roduction\Water Resources&Current Drawings&Sheets\RWR20000-D1.dwg, 3/30/2022 9:54:38 AM, Richard Wright
M :\ Projects \PSR\RW R-2
ENERGY DISSIPATION
r-L❑w
IMPERVIOUS DIKE
PROJECT
DEWATERING DEVICE
NOTE:
ANCHOR ALL PUMPS AND PIPES SECURELY
DISCHARGE HOSE
WORK AREA
SUCTION HOSE
TOP OF BANK
NOT TO SCALE
.
crh
CITY OF CHARLOTTE
INCLUDES CHARLOTTE ET.I
3YPASS PUMPING
C STD. NO. REV.
30.22A 1,5)
LTER MEDIA (SEE NOTE 2)
SILT FENCE AS NEEDED
VEGETATIVE BUFFER
NOTE:
1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED TO
THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL
MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
3. FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION DEVICES,
RATED FILTER FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES.
4, PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND.
NOT TO SCALE
•
MMMMM
[:IIiII 'TE
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
EROSION CONT
COL DEWATE
NG
STD. NO. REV.
30.13
CONTRACTOR SHALL NOT APPLY LESPEDEZA TO STREAM BANKS.
RYE SEED MIX SHALL BE APPLIED FOR TEMPORARY GROUND
COVER DURING THE LATE WINTER AND EARLY SPRING TIME.
(FOR LATE WINTER AND
EARLY SPRING:
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE
,A.N N„AL LEs�E.DEZ,a aE) 50 L / C9E-
(OMIT ANNUAL LESPEDEZA WHEN DURATION
OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE)
SEEDING DATES:
JAN. 1 - MAY 1
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR SU
VMER:
SEEDING MIXTURE:
GERMAN MILLET - 40 LB/ACRE
(A SMALL -STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE)
SEEDING DATES:
MAY 1 - AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
MULCH:
APPLY 4,000 LB/ACRE STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
MAINTENANCE:
REFERTILIZE IF GROWTH 15 NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL:
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE
SEEDING DATES:
AUG. 15 - DEC 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH,
FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6,10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND
THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
.
\...fittiturrn.
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
TEIVPO
'AY SEEDI\C
SC
E D U L E STD. NO. REV.
30.17 9)
MCADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE DR. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
536 W. TREMONT AVE.
CHARLOTTE, NORTH CAROLINA 28203
REVISIONS
NO.
DATE
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
RWR20000
RWR20000-D1
RAS
RHW
03.30.2022
EROSION CONTROL
DETAILS
C6.04

roduction\Water Resources&Current Drawings&Sheets\RWR20000-D1.dwg, 3/30/2022 9:54:43 AM, Richard Wright
GENERAL NOTES
1. RIFFLE MATERIAL SHALL BE NATIVE STONE OR RIVER COBBLE AND HAVE AN AVERAGE DIAMETER OF 9".
NATIVE CHANNEL MATERIAL FROM THE EXISTING CHANNEL SHALL BE USED WHENEVER POSSIBLE. WHERE
NATIVE STONE IS UNAVAILABLE, ALTERNATIVE STONE MIXES WITH LIKE AVERAGE DIAMETER SHALL BE
PRESENTED TO THE ENGINEER FOR APPROVAL.
2. RIFFLE MATERIAL DEPTH SHALL BE A MINIMUM OF 20 INCHES.
3. EXTEND RIFFLE MATERIAL 12" UP EACH BANK.
4. LOW POINT (THALWEG) SHALL BE IN THE CENTER OF CHANNEL.
5. GRAVEL SUBSTRATE FROM THE EXISTING CHANNEL SHALL BE STOCKPILED AND REUSED AS SURFACE
STONE IN THE NEW CHANNEL. GRAVEL SHALL BE PLACED AT EACH RIFFLE LOCATION IN ACCORDANCE
WITH THE GRADATION SHOWN ON THESE PLANS. SOME EXCAVATION OF CHANNEL BED MATERIAL MAY
BE NECESSARY PRIOR TO PLACEMENT OF RIFFLE TO ENSURE PROPER CROSS -SECTIONAL DIMENSIONS
ONCE RIFFLE I5 CONSTRUCTED. RE -DRESSING OF CHANNEL AND BANKS MAY BE REQUIRED FOLLOWING
CONSTRUCTION OF RIFFLES AND CHANNEL.
TOE OF SLOPE
EROSION CONTROL BLANKET
OR SOIL LIFTS
0
J
PLAN VIEW
N
EROSION CONTROL BLANKET
OR SOIL LIFTS
RIFFLE MATERIAL
MIN. 20" THICK
D50= 9" MIN.
TOE OF
SLOPE
EXTEND RIFFLE
MATERIAL 12"
UP BANKS
RIFFLE MATERIAL —
MIN. 20" THICK
D5o= 9.. MIN
HEAD OF RIFFLE.
ELEVATION PER
PROFILE.
FLOW
INSTALL EROSION
CONTROL MATTING
IN 6" TRENCH
(SEE DETAIL ON
SHEET C8.03)
11
LOW POINT SHALL BE IN
CENTER OF CHANNEL.
ELEVATION PER PROFILE.
CROSS SECTION A -A'
7 7,111MIly
RIFFLE MATERIAL
D50= 9" MIN.
CONSTRUCTED RIFFLE DETAIL
N.T.S.
PROFILE B-B'
RIFFLE SLOPE VARIES
PER PROFILE.
TAIL OF RIFFLE.
ELEVATION PER
PROFILE.
POOL
GENERAL NOTES:
1. PLACE HEADER BOULDERS ON TOP OF FOOTER BOULDERS SO THAT EACH HALF OF THE VANE
BOULDER RESTS ON ONE HALF OF A FOOTER BOULDER BELOW.
2. THE TOP SURFACE OF THE HEADER BOULDERS SHALL BE PLACED TO CREATE A RELATIVELY
UNIFORM SURFACE ALONG THE TOP PLAN OF THE BOULDER VANE STRUCTURE. THE HEADER
BOULDERS SHALL BE PLACE LINEARLY, WITH TIGHT AND CONTIGUOUS SURFACE CONTACT WITH
ADJACENT ROCK.
3. THE THROAT SECTION OF THE VANE STRUCTURE SHALL BE NEARLY FLAT AND MATCH THE
STREAMBED INVERT ELEVATIONS.
4. FILTER FABRIC OF A TYPE AND SIZE SPECIFIED BY THE DESIGNER SHALL BE USED TO SEAL THE
GAPS BETWEEN THE BOULDERS AND THE STREAM BED, UNDER THE COARSE BACKFILL
MATERIAL. THERE SHALL BE NO FILTER FABRIC VISIBLE IN THE FINISHED WORK; EDGES SHALL BE
FOLDED, TUCKED, OR TRIMMED AS NEEDED.
5. STRUCTURE VANE ARMS WILL BE KEYED INTO THE STREAMBANK A MINIMUM 5', UNLESS
OTHERWISE DIRECTED BY THE ENGINEER.
6. ANY COMPACTED FILL MATERIAL SHALL BE CONSIDERED SUITABLE SOIL MATERIAL, FREE OF
ROOTS, STICKS, ROCKS, BRUSH, LITTER AND OTHER OBJECTIONABLE MATERIAL.
MATERIAL SPECIFICATIONS:
1. PRIOR TO PLACEMENT, THE CONTRACTOR SHALL PROVIDE SAMPLES OF BOULDERS AND COBBLE
FOR APPROVAL BY THE DESIGN ENGINEER AND OWNER. FAILURE TO DO SO MAY RESULT IN
CONTRACTOR REPLACING MATERIAL AT NO EXPENSE TO THE OWNER.
2. ALL BOULDERS SHALL CONSIST OF ANGULAR, TABULAR, FLAT ROCK WITH MINIMUM OF TWO
PARALLEL SIDES, AND HAVE A NATURAL APPEARANCE AND COLOR. ROUNDED EDGES ARE
ACCEPTABLE 50 LONG AS ROUNDED EDGES ARE NOT BEARING OR SUPPORTING. APPROXIMATE
DIMENSIONS OF BOULDERS SHALL MEASURE 3'L X 2'W X 24H. ALL STONE SHALL BE FREE FROM
LAMINATION AND WEAK CLEAVAGES. THE STONE SHOULD NOT DISINTEGRATE SIGNIFICANTLY
FROM THE ACTION OF AIR, WATER, OR IN HANDLING AND PLACING. STONE WITH TOOL MARKS,
DRILL HOLES, AND OTHER BLASTING EVIDENCE SHALL NOT BE UTILIZED IN EXPOSED LOCATIONS.
3. FOOTER BOULDERS SHALL HAVE APPROXIMATE DIMENSIONS OF 3'L X 2'W X 2'H. FOOTER
BOULDERS SHALL BE PLACED ON STABLE NATIVE MATERIAL OR FURNISHED FILL. INSTALL
FOOTER BOULDERS SUCH THAT HEADER BOULDERS ACHIEVE THE ELEVATIONS SHOWN ON THE
PROFILE. FOOTER BOULDRES SHALL EXTEND A MINIMUM OF 15" BELOW THE MINIMUM
ELEVATION OF THE SCOUR POOL SHOWN ON THE PROFILE.
4. BACKFILL ROCK ON THE UPSTREAM SIDE OF THE STRUCTURE SHALL BE NATIVE STONE OR RIVER
COBBLE OF EQUIVALENT SIZE AND HAVE AN AVERAGE DIAMETER OF 9'. SMALLER AGGREGATE
(I.E. #57 STONE) OR COBBLE STONES SHALL BE USED TO FILL VOIDS SUCH THAT EACH BOULDER
RESTS SOLIDLY ON THE PREVIOUS ROCK LAYER WITH MINIMAL OPPORTUNITY FOR MOVEMENT.
5. NO GAPS OR VOIDS WILL EXIST BETWEEN FOOTER AND HEADER BOULDERS.WHERE NECESSARY,
HAND PLACE COARSE BACKFILL ROCK ON THE UPSTREAM SIDE OF THE VANE STRUCTURE TO
ENSURE ANY GAPS BETWEEN HEADER OR FOOTER BOULDERS ARE FILLED.
6. MATERIAL EXCAVATED FOR THE FOOTER BOULDERS OR NATIVE STREAMBED MATERIAL MAY BE
USED TO FILL ANY UNDESIRABLE VOIDS ALONG ADJOINING BOULDERS, AS WELL AS FILL
MATERIAL ON THE UPSTREAM SIDE OF THE VANE ARM.
7.
8.
9.
NON -WOVEN GEOTEXTILE FABRIC SHALL MEET OR EXCEED THE SPECIFICATIONS PROVIDED IN
THE DETAIL ON SHEET C8.03.
STRUCTURE VANE ARMS WILL BE KEYED INTO THE STREAMBANK A MINIMUM 5', UNLESS
OTHERWISE STATED.
OBSERVE PROPER FUNCTION OF THE STRUCTURE, ENSURING FLOW PASSES OVER THE HEADER
BOULDERS, MINIMIZING FLOW PASSING BETWEEN THE HEADER BOULDERS. ADJUST BACKFILL
AS NEEDED TO ACHIEVE PROPER FUNCTION OF THE STRUCTURE.
6'
6'
6'
FLOW
NON WOVEN GEO—TEXTILE
FABRIC (TYP.)
1 oe gib'
- 1 20'-30' a,...
off:
ff. a
z
m1
I
5' MIN. 141
I-
Qe a. ..� . �.
SECURE END OF VANE
5' MIN- INTO BANK AT A
MINIMUM ELEVATION OF
BANKFULL ELEVATION
SCOUR
POOL
FOOTER BOULDERS (TYP.)
HEADER BOULDERS (TYP.)
PLAN VIEW
z
m
— NON WOVEN GEO—TEXTILE
FABRIC (TYP.)
INVERT ELEV.
PER PROFILE
20'-30'
INVERT ELEV. PER PROFILE.
SEE SHEET C5.01
-III III III III III III III III III III-
HEADER BOULDER (TYP-)
(3'L X 2'W X 2'H MIN.)
IFOOTER BOULDER (TYP.)
(3'L X 2'W X 2'H MIN-)
FLOW
CONSTRUCTED RIFFLE/
COARSE BACKFILL
NON WOVEN GEO—TEXTILE
FABRIC (TYP.) +
1
1
FLOW ml
I 11 I 11
UNDISTURBED EARTH
SCOUR
POOL
I
PROFILE VIEW
(CENTER OF CROSS VANE)
INVERT ELEV.
PER PROFILE
HEADER BOULDER
(31 x 2'W x 2'H MIN.)
FOOTER BOULDER
(3'L X 2'W X 2'H MIN-)
yJ DISTUR D EARTH
MCADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE DR. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
536 W. TREMONT AVE.
CHARLOTTE, NORTH CAROLINA 28203
‘'„t'u1111101,,.
\\ARO,11.0 t.
��F :4:
S= 0473 =
stomilicoo-
REVISIONS
NO.
DATE
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
RWR20000
RWR20000-D1
RAS
RHW
03.30.2022
STREAM DETAILS
M :\ Projects \PSR\RW R-2
CROSS SECTION VIEW
BOULDER CROSS VANE DETAIL
N.T.S.
C8.01

roduction\Water Resources\Current❑rawings\Sheets\RWR20000-01.dwg, 3/30/2022 9:54:48 AM, Richard Wright
GENERAL NOTES:
1, ALL BOULDERS USED FOR THE BOULDER CASCADE SHALL BE STRUCTURAL STONE, CUBICAL OR
RECTANGULAR IN SHAPE, THE ENGINEER MUST APPROVE THE USE OF BOULDERS THAT MAY BE
AVAILABLE ONSITE. BOULDER DIMENSIONS SHALL BE 3.0' X 2.0' X 2.0' (W X L X H) +/- 0.5 FT.
2. CONTRACTOR IS REQUIRED TO FIT BOULDERS TOGETHER TIGHTLY. GAPS BETWEEN BOULDERS
SHALL BE MINIMIZED BY FITTING BOULDERS TOGETHER AND PLUGGING WITH NATIVE RIFFLE
MATERIAL (DSo = 9") OR CHINKING STONE APPROVED BY THE ENGINEER.
3. HEADER BOULDERS SHALL BE UNDERLAIN BY FOOTER BOULDERS TO PROVIDE A FOUNDATION
UNLESS OTHERWISE DIRECTED BY THE ENGINEER. HEADER BOULDERS SHALL BE OFFSET THE
FOOTBER BOULDER WIDTH UPSTREAM OF THE FOOTER BOULDERS WHERE MICROPOOLS OR
SCOUR POOLS ARE ANTICIPATED AS SHOWN IN THE DETAIL.
4. SET BOULDER INVERTS AT ELEVATION SHOWN ON THE PLAN AND PROFILE SHEETS. NO
ELEVATIONS OF THE BOULDERS MAY VARY FROM THE PLAN SHEETS WITHOUT DIRECTION FROM
THE ENGINEER.
5. BOULDER ARMS SHALL EXTEND UP TO THE STREAMBANK AT A 1% - 2% SLOPE AND INTO THE
STREAMBANK A MINIMUM OF 5.0' OR TWO FULL BOULDER LENGTHS.
6. MAXIMUM ELEVATION DROP OVER EACH BOULDER STEP IS 0.3' - 0.5'.
7. ON THE UPSTREAM SIDE OF THE BOULDERS, NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED
ON THE ENTIRE LENGTH OF THE STRUCTURE.
8. RIFFLE MATERIAL SHALL BE PLACED AT A UNIFORM THICKNESS SUCH THAT, IN CROSS-SECTION,
ITS LOWEST ELEVATION OCCURS IN THE CENTER OF THE CHANNEL. RIFFLE MATERIAL SHALL BE
COMPACTED USING AN EXCAVATOR BUCKET SUCH THAT FUTURE SETTLEMENT OF THE
MATERIAL IS KEPT TO A MINIMUM.
9. RE -DRESSING OF CHANNEL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED
FOLLOWING INSTALLATION OF IN -STREAM STRUCTURES AND SHALL BE CONSIDERED
INCIDENTAL TO CONSTRUCTION,
KEY BOULDERS INTO STREAM
BANK MIN. 5.0 FT OR TWO
BOULDER LENGTHS
/\
MINIMIZE BOULDER j
GAPS WITH TIGHT
FIT AND CHINKING
BANKFULL WSE
FINISHED GRADE
ARM SLOPE =1-r �\\\//
��
i_
17-411
/\ //\/X\A /X\/\ NON -WOVEN
GEOTEXTILE
BOULDER CASCADE SEQUENCE
STEP -POOL SEQUENCE
MICROPOOL
KEY BOULDERS INTO STREAM
BANK MIN. 5.0 FT OR TWO
BOULDER LENGTHS
SECTION B - B'
HEADER
BOULDER
B
B'
BOULDER
STEP
PLAN VIEW
mml
BOULDER CASCADE
SEQUENCE
TOE OF SLOPE
BANKFULL
BOULDER CASCADE
BOULDER CASCADE SEQUENCE STEP POOL SEQUENCE SEQUENCE RUN
0.3'-0.5'
FOOTER -III1
BOULDER 7MICROPOOL �I�
BELOW STEP
NATIVE RIFFLE MATERIAL
D50 = 9„
MIN. 20" DEPTH
BOULDER CASCADE SEQUENCE
N.T.S.
111114■64111:711A11"#.411:11LAIMMIIMrk
IV* 4, Ir."
1II III1 11
IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII
111II III II
. NON -WOVEN -1 1
GEOTEXTILE
FLOW
GLIDE
. III IIIIIII
SCOUR POOL
BELOW STEP
SECTION A - A'
OFFSET HEADER
BOULDERS 0.5' U/S
A'
GENERAL NOTES:
1. ALL BOULDERS USED FOR THE PROPOSED STRUCTURE SHALL BE STRUCTURAL STONE, CUBICAL OR RECTANGULAR IN SHAPE. THE ENGINEER MUST
APPROVE THE USE OF BOULDERS THAT MAY BE AVAILABLE ONSITE. BOULDER DIMENSIONS SHALL BE 3' X 2' X 2' (W X L X H) t/- 0.5 FT. THE
MINIMUM ACCEPTABLE BOULDER THICKNESS (H) IS 2.0',
2. DIMENSIONS AND SLOPES OF THE STRUCTURES DESCRIBED IN THE DETAIL MAY BE ADJUSTED BY DESIGN ENGINEER TO FIT CONDITIONS ONSITE.
3. HEADER BOULDERS SHALL BE UNDERLAIN BY FOOTER BOULDERS TO PROVIDE A FOUNDATION AND SCOUR PROTECTION FOR THE HEADER
BOULDERS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. HEADER BOULDERS SHALL BE OFFSET THE FOOTER BOULDER WIDTH UPSTREAM.
4. HEADER BOULDERS ARE THE TOP MOST BOULDER USED IN EACH BOULDER STRUCTURE. ALL HEADER BOULDERS CAN BE SEEN PARTIALLY
PROTRUDING FROM THE WATER SURFACE DURING LOW FLOWS.
5. SILL BOULDERS SHALL BE PLACED PERPENDICULAR TO THE BANKFULL FLOW DIRECTION. KEY SILL BOULDERS INTO THE STREAMBANK AT z TO 3 BKF
STAGE (MEASURED AT THE NEXT DOWNSTREAM HEAD OF RIFFLE).
6. THE BOULDER VANE ARM AND BOULDER J-HOOK ARM SHALL EXTEND UP TO THE OUTSIDE STREAMBANK AT A 3-5% SLOPE.
7. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TOGETHER TIGHTLY. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
TOGETHER AND PLUGGING WITH NC DOT CLASS A ROCK OR CHINKING STONE APPROVED BY THE ENGINEER. ALL GAPS/VOIDS LARGER THAN 1 INCH
BETWEEN THE HEADER AND FOOTING BOULDERS SHALL BE CHINKED WITH GRAVEL AND COBBLES.
6. SET BOULDER INVERTS AT ELEVATIONS SHOWN ON THE PLAN AND PROFILE SHEETS. NO ELEVATIONS OF THE BOULDERS MAY VARY FROM THE PLAN
SHEETS WITHOUT DIRECTION FROM THE ENGINEER.
7. NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH
BOULDER GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE
PLACED THE ENTIRE LENGTH OF THE STRUCTURE. SELECT BACKFILL MATERIAL SHALL BE PLACED UPSTREAM OF THE GEOTEXTILE MATERIAL.
8. SELECT BACKFILL AND SOIL BACKFILL MATERIAL SHALL BE A WELL GRADED BLEND OF NATIVE STONE (D50 = 9") AND EARTH. SELECT BACKFILL
MATERIAL SHALL BE COMPACTED SUCH THAT FUTURE SETTLEMENT OF THE MATERIAL 15 KEPT TO A MINIMUM.
9. THE SURFACE OF THIS STRUCTURE SHALL BE FINISHED TO A SMOOTH AND COMPACT SURFACE IN ACCORDANCE WITH THE LINES, GRADES, AND
CROSS -SECTIONS OR ELEVATIONS SHOWN ON THE DRAWINGS. THE DEGREE OF FINISH FOR INVERT ELEVATIONS SHALL BE WITHIN 0.1 FT OF THE
GRADES AND ELEVATIONS INDICATED.
10. RE -DRESSING OF CHANNEL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED FOLLOWING INSTALLATION OF IN -STREAM STRUCTURES
AND SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.
BANK FULL
EXTEND VANE ARM AND SILL
INTO STREAMBANK MIN. 5 FT
OR TWO BOULDER LENGTHS.
KEY BOULDERS INTO STREAM
BANK AT3TO BKF STAGE
HEADER
BOULDER
ARM SLOPE 3 - -
///////,\\&/\,/\/\\//\\ ■
HEADER
BOULDER
SELECT BACKFILL
MATERIAL
NON -WOVEN
GEOTEXTILE
SECTION A - A'
FLOW
\\/
/ //ti\//
FOOTER
BOULDER
BANKFULL WSE
INVERT
STREAM BED ELEVATION
FOOTER
BOULDER
BOULDER
WIDTH OFFSET
// `/\
\ /\/
SECTION B - B'
SCOUR POOL D/S
OF J-HOOK
BOWL -OUT BANK
U/S OF VANE ARM
NON -WOVEN
GEOTEXTI LE
00
❑ ❑
EXTEND VANE ARM INTO
STREAMBANK MIN. 5 FT
OR TWO FULL BOULDER
LENGTHS
SELECT BACKFILL
MATERIAL BEHIND
STRUCTURE
0
❑
°00
❑
HIGH DENSITY 1
LIVE STAKING
KEY BOULDERS INTO
STREAMBANK AT 3
TO BKF STAGE
KEY BOULDERS INTO
STREAMBANK MIN. 5FT
OR TWO BOULDER
LENGTHS.
PLACE BOULDERS INTO
STREAMBED A MINIMUM OF
THE BOULDER DIAMETER
BOULDER VANE WITH BOULDER J-HOOK
N.T.S.
W
FOOTER
BOULDER
SCOUR
POOL
PLAN VIEW
HEADER
BOULDER
0 ❑
0
0 0 0
0 0
0
0 n
o ° 0 ❑
❑
INVERT ELEVATION
PER PROFILE
ARM SLOP
BANKFULL
• �/\\/\�/\�(
/\///X\/\\/..//, /X/�/��/2\///i
CROSS-SECTION
EXTEND BOULDER SILL INTO
STREAMBANK MIN. 5 FT OR
TWO FULL BOULDER
LENGTHS
❑
MCADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE DR. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
536 W. TREMONT AVE.
CHARLOTTE, NORTH CAROLINA 28203
0..\
� „ CAR°, ' �'+��f
REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
RWR20000
RWR20000-D1
RAS
RHW
03.30.2022
STREAM DETAILS
M :\ Projects \PSR\RW R-2
C8.02

GENERAL NOTES:
1. DO NOT EXCEED A 2(H):1(V) SLOPE FOR SOIL LIFTS UNLESS OTHEWISE INSTRUCTED BY THE ENGINEER.
2. MAXIMUM LIFT THICKNESS 12', MINIMUM, 6"
3. KEY -IN AND OVERLAP LIFTS A MINIMUM OF 1'.
4. EACH SOIL LIFT WILL BE SECURELY STAKED AND KEYED INTO THE EXISTING BANK.
5. WOODEN STAKES SHALL BE DESIGNED TO SAFELY AND EFFECTIVELY SECURE EROSION CONTROL BLANKETS, COIR LOGS, FASCINES, AND OTHER BIOENGINEERED
STRUCTURES FOR TEMPORARY OR PERMANENT APPLICATIONS.
6. SOIL LIFT FILL MATERIAL SHALL BE TOPSOIL OR 50 PERCENT MIX OF TOPSOIL AND SUITABLE SOIL MATERIAL AS DETERMINED BY THE DESIGN ENGINEER. ALL FILL
MATERIAL SHALL BE FREE OF ROOTS, STICKS, ROCKS, BRUSH, LITTER AND OTHER OBJECTIONABLE MATERIAL.
7. LIVE CUTTINGS SHALL MEET ALL OF THE SPECIFICATIONS STATED IN THE LIVE CUTTING NOTES ON THIS SHEET. THE LIVE BRANCHES SHOULD BE RELATIVELY
STRAIGHT, WITH NO VISIBLE SIGNS OF DISEASE, DAMAGE OR DEFORMITY.
LIVE CUTTING NOTES:
1. AREAS NOTED AS LIVE CUTTINGS WITHIN THE SOIL LIFTS SHALL BE PLANTED WITH SPECIES MATCHING THE PROPOSED LIVE STAKE
PLANTINGS. SEE SHEET L5.01 FOR SPECIES LIST.
2. ALL LIVE CUTTINGS SHALL BE DORMANT AT TIME OF ACQUISITION AND PLANTING.
3. LIVE CUTTINGS SHALL BE 1/2-2" IN DIAMETER. LIVE CUTTINGS SHALL ALSO BE 2 - 4 FEET IN LENGTH.
4. DURING PREPARATION, THE BASAL ENDS OF THE LIVE STAKES SHALL BE CLEANLY CUT AT AN ANGLE TO FACILITATE EASY INSERTION INTO
THE SOIL, WHILE THE TOPS SHALL BE CUT SQUARE OR BLUNT FOR TAMPING. ALL LIMBS SHALL REMAIN ON THE SIDES OF THE LIVE
CUTTING PRIOR TO INSTALLATION.
5. CUTTINGS SHALL BE HARVESTED IN A MANNER SUCH THAT THEY ARE CUT, IMMEDIATELY PUT INTO WATER TO BE SOAKED FOR 10 DAYS,
AND THEN PLANTED IMMEDIATELY AFTER THE 10 DAYS ARE COMPLETED. CUTTINGS SHALL REMAIN WET UNTIL THEY ARE PLANTED.
OUTSIDE STORAGE LOCATIONS SHOULD BE CONTINUALLY SHADED AND PROTECTED FROM WIND AND DIRECT SUNLIGHT.
6. LIVE CUTTINGS SHALL BE BUNDLED AND PLACED IN BETWEEN EACH SOIL LIFT AND STAKED. THE BRANCHES SHALL BE CRISS-CROSSED ON
TOP OF THE LIFT AT 8 TO 12 BRANCHES PER LINEAR FOOT. THE BASAL END OF THE BRANCHES SHALL EXTEND AT LEAST 1 FOOT PAST THE
BACK OF THE SOIL LIFT. NO MORE THAN 6 INCHES OF THE BUDDING END OF THE LIVE BRANCH SHALL EXTEND PAST THE FRONT OR
FINISHED FACE OF THE SOIL LIFT. ANY STAKES THAT ARE SPLIT OR DAMAGED DURING INSTALLATION SHALL BE REMOVED AND REPLACED.
7. ONE TO TWO INCHES SHALL BE CUT CLEANLY OFF OF THE TOP OF EACH LIVE STAKE (WITH LOPPERS) AT AN ANGLE OF APPROXIMATELY 15
DEGREES FOLLOWING INSTALLATION.
CONSTRUCTION GUIDELINES:
1. INSTALL SUBGRADE GRADING AND ROCK TOE TO FINISHED ELEVATIONS, REMOVING ROOTS, TWIGS, AND OTHER DEBRIS WHICH
WOULD PREVENT THE MATTING FROM BEING LAID FLUSH TO THE FINISHED SURFACE.
2. PLACE EROSION CONTROL BLANKET ON TOP OF THE SUBGRADE/ROCK TOE PERPENDICULAR TO THE DIRECTION OF STREAM FLOW.
RETAIN A SUITABLE LENGTH OF EROSION CONTROL BLANKET TO CONTINUE MATTING UP THE SLOPE. INSTALL THE EROSION CONTROL
BLANKET SUCH THAT THE UPSTREAM SIDE WILL BE ON TOP AND WILL OVERLAP THE DOWNSTREAM SIDE BY AT LEAST ONE FOOT AS
NECESSARY TO COVER THE LONGITUDINAL LENGTH REQUIRED.
3. PLACE SALVAGED AND/OR FURNISHED TOPSOIL UPON EROSION CONTROL BLANKET TO APPROPRIATE GRADE ELEVATION AND BANK
SLOPE. PLACE SELECT FILL TO A VERTICAL DEPTH OF 6-12 INCHES AND MINIMUM OF 4 FEET IN LENGTH. TAMP SOIL FIRMLY.
4. APPLY TEMPORARY SEED, PERMANENT SEED, AND STRAW MULCH TO TOPSOIL IN ACCORDANCE WITH PLANTING SCHEDULES, SEED
MIXES, AND PLANTING AS DESIGNED AND AS SPECIFIED. SEED MIXTURE TO BE APPLIED TO FRONT PORTION OF LIFT THAT WILL BE
LEFT EXPOSED.
5. ENCAPSULATE THE TOPSOIL WITH UNBURIED LENGTH OF EROSION CONTROL BLANKET TO COVER THE LIFT. FASTEN EROSION
CONTROL BLANKET WITH WOODEN STAKES. HANDLE THE FABRIC AND SOIL MATERIALS IN A MANNER THAT DOES NOT DAMAGE THE
MATTING OR DEPOSIT SOIL MATERIAL IN THE STREAM CHANNEL. REPAIRS AND FABRIC REPLACEMENT ARE THE RESPONSIBILITY OF
THE CONTRACTOR.
6. AFTER SOIL LIFT IS COMPLETED, THE LIVE CUTTINGS SHALL BE CRISS-CROSSED ON TOP OF THE LIFT AT 8 TO 12 BRANCHES PER LINEAR
FOOT ALONG THE STREAM BANK. THE BASAL END OF THE BRANCHES SHOULD EXTEND AT LEAST 1 FOOT PAST THE BACK OF THE SOIL
LIFT, AGAINST THE BACK OF THE EXCAVATION. NO MORE THAN 6 INCHES OF THE BUDDING END OF THE LIVE BRANCH SHOULD
EXTEND PAST THE FRONT OR FINISHED FACE OF THE SOIL LIFT. ORIENT THE BRANCHES SO THE EXPOSED PORTIONS HAVE THEIR BUDS
FACING UPWARDS AND REMOVE THE TERMINAL BUD TO PROMOTE ROOT AND STEM DEVELOPMENT.
7. COVER THE LIVE BRANCHES WITH TOPSOIL TO CREATE AN EVEN SURFACE FOR THE CONSTRUCTION OF THE NEXT LIFT.
8. REPEAT TO FORM UNTIL A MINIMUM 3 SOIL LIFTS HAVE BEEN CREATED AT A SLOPE NO STEEPER THAN 2(H):1(V).
9. APPLY PERMANENT SEEDING ON THE FINISHED SLOPE ACCORDING TO PLANTING PLAN (SEE SHEET L5.01).
INSTALL EROSION CONTROL BLANKET IN 6"
TRENCH, ANCHOR WITH WOODEN STAKE,
BACKFILL, AND COMPACT. RESTORE
DISTURBED AREA WITH TOPSOIL, SEEDING,
AND PLANTING
ESTABLISHED PERMANENT SEEDING
(SEE NOTES)
EROSION CONTROL
MATTING
TOP OF BANK
LIVE CUTTINGS
(SEE GENERAL
NOTE 7 AND LIVE
CUTTING NOTES)
SOIL LIFTS
MAX HEIGHT 12"
TOPSOIL OR 50% MIX
(SEE NOTES)
SOIL LIFT BANK REVETMENT DETAIL
N.T.S.
N
N
N
N
M
m
8
CC
0
0
u
v
4' MINH -
SECTION VIEW
LIVE STAKES
(SEE DETAIL)
WOODEN STAKE
COMPACTED
ROCK TOE
EXISTING
GRADE (TYP.)
INSITU SOILS
NOTES:
1. AN EROSION CONTROL BLANKET SHALL BE USED TO STABILIZE THE NEWLY CONSTRUCTED
CHANNEL FROM THE TOP OF BANK TO TOE OF SLOPE AND SHALL BE 100%
BIODEGRADABLE.
2. THE CHANNEL SIDE SLOPES SHALL BE FINE GRADED, SEEDED, FERTILIZED, AND LIMED
PRIOR TO INSTALLING THE EROSION CONTROL BLANKET. REMOVE ROOTS, TWIGS, AND
OTHER DEBRIS WHICH WOULD CAUSE BULGES IN THE MATTING AS WELL AS PREVENT THE
MATTING FROM BEING LAID FLUSH TO THE FINISHED SURFACE.
3. KEY -IN EDGES OF MATTING A MINIMUM OF 6 INCHES INTO FINISHED GRADE. LAY
MATTING SHINGLED DOWNSTREAM TO UPSTREAM, OVERLAPPING AT EDGES A MINIMUM
OF 1 FOOT.
4. INSTALL STAKES TO ENSURE GOOD GROUND CONTACT OF THE MATTING TO WITHSTAND
MEDIUM TO HIGH FLOWS. STAKES SHALL BE 100% BIODEGRADABLE AND INSTALLED PER
THE MANUFACTURER'S SPECIFICATIONS INCLUDING, BUT NOT LIMITED TO, THE
MANUFACTURER'S RECOMMENDED DENSITY AND PATTERN.
5. KEY -IN EDGES OF MATTING A MINIMUM OF 6 INCHES, PARTICULARLY NEAR RESTORATION
STRUCTURES, BOULDERS, LOGS, ETC. CHECK MATTING FOR LOOSE ENDS, FLAPS, OR OTHER
WEAKNESSES OR DAMAGE WHICH MAY CAUSE IT TO BECOME LOOSE UNDER FLOW
CONDITIONS.
6. MATTING SHALL BE PLACED ON ALL GRADED STREAM BANKS.
7. FIELD ADJUSTMENTS TO MATTING LOCATION MAY BE MADE AT THE DISCRETION OF THE
DESIGNER.
8. THE EROSION CONTROL BLANKET SHALL CONSIST OF A MACHINE -PRODUCED BLANKET
MADE OF COCONUT FIBER AND BE EQUIVALENT OR BETTER THAN THE FOLLOWING
SPECIFICATION. SOIL STABILIZATION MATTING WHICH USES PLASTICS, METALS, OR OTHER
MAN-MADE MATERIALS IN THE CONSTRUCTION OF THE MATERIAL WILL NOT BE
PERMITTED.
WEIGHT = 13.6 OZ/SY
TENSILE STRENGTH DRY (ASTM D 4595) = 780 LBS/FT MACHINE DIRECTION
744 LBS/FT CROSS DIRECTION
TENSILE STRENGTH WET (ASTM D 4595) = 672 LBS/FT MACHINE DIRECTION
648 LBS/FT CROSS DIRECTION
ELONGATION FAILURE WET (ASTM D 4595) = 30% MACHINE DIRECTION
28% CROSS DIRECTION
OPEN AREA = 65%
RECOMMENDED SHEAR STRESS = 3LBS/SQ.FT.
RECOMMENDED FLOW = 8FT/5
RECOMMENDED SLOPE </= 1:1
MINIMUM TWINE COUNT PER FOOT = 15X14
BANKFULL STAGE
CROSS-SECTION VIEW
TOE OF BANK
(TYP)
EROSION CONTROL BLANKET
TOE OF RANK (TYP.)
COIR FIBER MATTING TO BE
OVERLAPPED MIN. 1' IN THE
DOWNSTREAM DIRECTION.
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PLAN VIEW
TOP OF BANK (TYP.)
BLANKET
KEYED 6" MIN
BLANKET KEYED 6" MIN -
TOP OF BANK
(TYP)
EROSION CONTROL BLANKET DETAILS
N.T.S.
NOTE: GEOTEXTILE FABRIC (NON -WOVEN) SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS.
MECHANICAL PROPERTIES
TEST METHOD
UNIT
MINIMUM AVERAGE ROLL
VALUE
MD
CD
GRAB TENSILE STRENGTH
ASTM 0 4632
N (Ibs)
912 (205)
912 (205)
GRAB TENSILE ELONGATION
ASTM D 4632
%
50
50
TRAPEZOID TEAR STRENGTH
ASTM D 4533
N (16s)
356 (80)
356 (80)
OAR PUNCTURE STRENGTH
ASTM 0 6241
N (Ibs)
2225 (500)
APPARENT OPENING SIZE (AOS)1
ASTM 0 4751
mm (U.S. SIEVE)
0.16 (80)
PERMITTIVITY
ASTM D 4491
sec -1
1.1
FLOW RATE
ASTM 0 4491
I/min/m' (gal/min/ft')
3870 (95)
UV RESISTANCE (AT 500 HOURS)
ASTM D 4355
P STRENGTH RETAINED
70
1ASTM D 4751: AOS IS A MAXIMUM OPENING DIAMETER VALUE
PHYSICAL PROPERTIES
TEST METHOD
UNIT
TYPICAL VALUE
WEIGHT
ASTM ❑ 5261
9/m' (oz/yd')
271
(8.0)
THICKNESS
ASTM ❑ 5199
mm (mils)
1.8
(72)
ROLL DIMENSIONS (WIDTH X LENGTH)
-
ft
12.5 X 360
15 X 300
ROLL AREA
-
m' (yd')
418
(500)
ESTIMATED ROLL WEIGHT
-
kg (I6)
120
(265)
NON -WOVEN GEOTEXTILE FABRIC
MATERIAL SPECIFICATIONS
COIR FIBER MATTING TO BE
INSTALLED ON CHANNEL SIDE
SLOPES FROM TOE OF BANK TO
MIN. 1BEYOND TOP OF BANK.
PARALLEL ROWS OF MATTING
SHALL BE OVERLAPPED MIN. 6".
MCADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE DR. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
536 W. TREMONT AVE.
F,07occs-s7<
= • \KZ
SEAL yr i
aw ▪ : 049073 _
REVISIONS
NO.
DATE
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
RWR20000
RWR20000-D1
RAS
RHW
03.30.2022
CHARLOTTE, NORTH CAROLINA 28203
STREAM DETAILS
C8.03

roduction\Water Resources&Current Drawings&Sheets\RWR20000-D1.dwg, 3/30/2022 9:54:58 AM, Richard Wright
GENERAL NOTES:
1. COARSE WOODY DEBRIS SHALL CONSIST OF LOGS, ROOTWADS, AND LARGE BRANCHES NOT
SUITABLE FOR CONSTRUCTION OF LOG STRUCTURES. ALL MATERIALS ARE TO BE APPROVED BY THE
ENGINEER.
2. BRUCH TOE SHALL BE CONSTRUCTED WITH THE LARGEST MATERIAL PLACED FIRST. NO WOODY
DEBRIS SHALL BE PLACED PARALLEL TO THE FLOW OF WATER, UNLESS DIRECTED BY THE
ENGINEER. WOODY DEBRIS SHALL BE PLACED IN A CROSSING PATTERN OR WEAVE SUCH THAT
EACH LOG IS ANCHORED BY ANOTHER LOG.
3. SMALL/FINE WOODY DEBRIS SHALL CONSIST OF MEDIUM TO SMALL LIMBS, BRANCHES, BUSHES,
AND/OR LOGS. INVASIVE SPECIES SHALL NOT BE USED. SMALL/FINE WOODY DEBRIS SHALL BE
PLACED ABOVE THE COARSE WOODY DEBRIS WITH THE LARGEST MATERIAL BEING PLACED FIRST
AND THE SMALLEST MATERIAL PLACED LAST.
4. ALL WOODY DEBRIS SHALL BE COMPACTED WITH THE EXCAVATOR BUCKET TO REDUCE THE
PRESENCE OF VOIDS IN THE SMALL/FINE WOODY DEBRIS LAYER.
5. WOOD DEBRIS SHALL NOT EXTEND INTO THE CHANNEL MORE THAN 12".
6. SOIL BACKFILL SHALL BE COMPACTED SUCH THAT FUTURE SETTLING WILL BE KEPT TO A MINIMUM.
7. COMPACTED FILL MATERIAL SHALL BE CONSIDERED SUITABLE SOIL MATERIAL, FREE OF ROOTS,
STICKS, ROCKS, BRUSH, LITTER AND OTHER OBJECTIONABLE MATERIAL.
S. A THIN LAYER OF GRAVEL AND SOIL MIX SHALL BE PLACED ON TOP OF THE WOODY DEBRIS TO
PROVIDE A LEVEL BASE FOR THE CONSTRUCTED SOIL LIFTS. SEE THE SOIL LIFT DETAIL ON SHEET
C8.03 FOR DETAILS ON CONSTUCTION AND INCLUSION OF LIVE CUTTINGS.
9. THE SURFACE OF THIS STRUCTURE SHALL BE FINISHED TO A SMOOTH AND COMPACT SURFACE IN
ACCORDANCE WITH THE LINES, GRADES, AND CROSS -SECTIONS OR ELEVATIONS SHOWN ON THE
DRAWINGS.
10. RE -DRESSING OF CHANNEL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED
FOLLOWING INSTALLATION OF IN -STREAM STRUCTURES AND SHALL BE CONSIDERED INCIDENTAL
TO CONSTRUCTION.
TOE OF
SLOPE
LIVE STAKES
(SEE DETAIL SHEET L5.01)
BANKFULL
VEGETATED SOIL LIFTS
(SEE DETAIL SHEET C8.03)
BASEFLOW
STREAM BED
BRUSH TOE REVETMENT
N.T.S.
1' MIN
TOP OF
BANK
5' MIN. OR
BKF WIDTH=III
PLAN VIEW
EROSION CONTROL BLANKET
(SEE DETAIL SHEET C8.03)
SECTION A - A'
EXISTING GRADE
�lill�lll
SECURE EROSION CONTROL
BLANKET WITH WOODEN STAKE
INSITU SOILS
COMPACTED SUITABLE
FILL MATERIAL
(SEE GENERAL NOTE 6)
GRAVEL/TOPSOIL LEVELING
BASE FOR SOIL LIFT
- TOP OF WOODY DEBRIS 0.5'
ABOVE DOWNSTREAM
GRADE CONTROL
11-
FINE WOODY DEBRIS
(2"-4')
COARSE WOODY DEBRIS
(4"-12")
TOP OF
BANK
MCADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE DR. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
536 W. TREMONT AVE.
CHARLOTTE, NORTH CAROLINA 28203
‘00;11111101
ti
004 .6kN
_�Q SEAL yr i
049073 1
1.
CA
REVISIONS
NO.
DATE
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
RWR20000
RWR20000-D1
RAS
RHW
03.30.2022
STREAM DETAILS
M :\ Projects \PSR\RW R-2
C8.04

LIVE STAKE PLANTING ZONE (0.05 AC)
LIVE STAKES TO BE PLANTED IN ALTERNATING ROWS 2—FEET AND 4—FEET FROM TOE OF SLOPE
WITH 4' SPACING.
SEE SHEET L5.01 FOR SPECIES.
HERBACEOUS PLUG PLANTING ZONE (0.02 AC)
HERBACEOUS PLUGS TO BE PLANTED WITH 3' SPACING AT THE TOE OF SLOPE ALONG THE REACH
AND WITH 1' SPACING ALONG THE UPSTREAM SIDE OF EACH GRADE CONTROL STRUCTURE.
SEE SHEET L5.01 FOR SPECIES.
CONTAINER TREE PLANTING ZONE (0.21 AC)
CONTAINER TREES ARE TO BE MIN. 1 GALLON IN SIZE AND PLANTED WITH 10' SPACING.
LOCATION OF CONTAINER TREES TO BE APPROVED BY THE LANDSCAPE ARCHITECT AND THE OWNER.
SEE SHEET L5.01 FOR SPECIES
NOTE:
ALL GRADED AND DISTURBED AREAS (0.21 AC) TO RECEIVE TEMPORARY AND PERMANENT SEEDING.
SEE SHEET C6.04 AND L5.01 FOR TEMPORARY AND PERMANENT SEED MIXES.
TOOMEY AVE. MULTI —FAMILY
RESIDENTIAL BUILDING
DENSELY PLANTED
HERBACEOUS PLUGS
(1' SPACING)
DENSELY PLANTED,
HERBACEOUS PLUGS
(1' SPACING)
0
GRAPHIC SCALE
5 10
1 inch =10 ft.
20
MCADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE ❑R. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
536 W. TREMONT AVE.
1%�.•444
�'( CAROB/%,�0
�o F�SS�D
O47 y ':
=•
a� SEAS 9r :
CHARLOTTE, NORTH CAROLINA 28203
= 049073
•
`•;, Cp, ANC I NE
REVISIONS
NO.
DATE
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
RWR20000
RWR20000-L1
RAS
RHW
1"=10'
03.30.2022
PLANTING PLAN
L5.00

roduction\Water Resources&Current Drawings&Sheets\RWR20000-L1.dwg, 3/30/2022 9:55:28 AM, Richard Wright
PLANTING NOTES:
1. THE PLANTING STOCK SHALL BE GROWN WITHIN THE PIEDMONT REGION BY NURSERIES WITHIN 200 MILES OF THE
PROJECT SITE. THE SEED SOURCES FOR THE PLANT MATERIAL SHALL ALSO BE FROM THE PIEDMONT REGION AND SHALL
BE OBTAINED WITHIN 200 MILES OF THE PROJECT SITE. PLANT STOCK AND SEED MIXES MAY BE USED FROM NURSERIES
BEYOND THE 200 MILE LIMIT WITH THE APPROVAL OF THE DESIGNER.
2. THE CONTRACTOR (I.E. PLANTING SUPERVISOR) INSTALLING THE VEGETATION SHALL HAVE ONE OF THE FOLLOWING
QUALIFICATIONS / CERTIFICATIONS: CERTIFIED LANDSCAPE TECHNICIAN, CERTIFIED PLANT PROFESSIONAL, REGISTERED
FORESTER, REGISTERED LANDSCAPE CONTRACTOR, OR CERTIFIED NURSERYMEN.
3. THE CONTRACTOR (I.E. PLANTING SUPERVISOR) WILL BE RESPONSIBLE FOR MANAGING ALL ACTIVITIES INVOLVING
PERMANENT PLANTING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SITE PREPARATION FOR PLANTING, SEEDLING
HANDLING AND STORAGE, PLANTING OPERATIONS, QUALITY CONTROL INSPECTIONS, AND MANAGING PLANT
COMPETITION.
4. PLANTING SHALL TAKE PLACE DURING THE PERIOD RECOMMENDED BY THE SUPPLYING NURSERY. PLANTING SHALL NOT
TAKE PLACE IF ANY OF THE FOLLOWING OCCUR: (1) THE TEMPERATURE 15 BELOW 327, (2) THE SOIL TO BE EXCAVATED
FOR THE PLANT HOLE IS FROZEN, OR (3) THE SOIL TO BE USED FOR BACKFILLING 15 FROZEN OR TOO WET.
5. PLANTINGS SHALL BE SPACED IN ACCORDANCE WITH THE PLANTING ZONES SHOWN ON SHEET L5.00. CONTRACTOR
SHALL VERIFY THE PLANTING ZONES AND APPROPRIATE SPACING WITH THE ENGINEER PRIOR TO PLANTING.
6. PLANT SPECIES DISTRIBUTION SHALL BE RANDOM WITHIN EACH PLANTING ZONE
7. IF NOT PLANTED IMMEDIATELY, ALL LIVE STAKES, PLUGS, AND CONTAINERIZED PLANTS SHALL BE STORED AND
MAINTAINED BASED ON GUIDANCE PROVIDED FROM THE SUPPLYING NURSERY.
8. DAMAGED, DISEASED, OR DEAD PLANTS SHALL NOT BE PLANTED. PLANTS NOT PLANTED SHALL BE REPLACED BY HEALTHY
PLANTS OF LIKE SPECIES.
SPECIES SELECTION:
1. PLANT SPECIES SELECTION FOR EACH PLANTING ZONE SHALL BE BASED ON THE PLANTING SPECIES TABLE PROVIDED ON
THIS SHEET. THE CONTRACTOR MAY PRESENT ALTERNATIVE/SUBSTITUTE PLANT SPECIES TO THE ENGINEER FOR
APPROVAL. THE CONTRACTOR SHALL NOT PLANT SPECIES NOT INCLUDED IN THE PLANTING SPECIES TABLE ON THIS SHEET
WITHOUT APPROVAL FROM THE ENGINEER.
2. PERMANENT PLANTINGS WILL BE PLANTED IN THE DESIGNATED PLANTING ZONES ONLY (SEE HATCHED AREAS ON SHEET
L5.00). THE CONTRACTOR 15 RESPONSIBILE FOR ENSURING AN ADEQUATE NUMBER OF PLANTINGS ARE AVAILABLE
DURING THE SPECIFIED PLANTING PERIOD.
3. PRIOR TO PLANTING, A WRITTEN LIST (SIGNED BY THE PLANTING SUPERVISOR) OF THE ACTUAL SPECIES PURCHASED
FROM THE NURSERY (AND IN WHAT PERCENTAGES OF THE TOTAL) MUST BE DELIVERED TO THE DESIGNER FOR REVIEW
AND APPROVAL,
4. THE PLANTING ZONES SHALL BE PLANTED WITH AT LEAST THE MINIMUM NUMBER OF SPECIES LISTED BELOW, NO
SPECIES SHALL MAKE UP LESS THAN 15% OF THE EACH PLANTING ZONE WHEN USING THE MINUMUM NUMBER OF
PLANTING SPECIES.
PLANTING ZONE
LIVE STAKES
HERBACEOUS PLUGS
CONTAINER TREES
MIN. NUMBER OF SPECIES
3
4
3
5. AFTER PLANTING, A WRITTEN LIST (SIGNED BY THE PLANTING SUPERVISOR) OF THE ACTUAL SPECIES INSTALLED (AND IN
WHAT PERCENTAGES OF THE TOTAL) MUST BE DELIVERED TO THE DESIGNER FOR REVIEW BEFORE FINAL APPROVAL (I.E. -
START OF THE ONE-YEAR MONITORING PERIOD) OF THE PLANTING WILL BE ISSUED.
GRADING AND SOIL PREPARATION NOTES:
1. THE TOPSOIL MUST BE STOCKPILED.
2. ANY AREAS ON THE SITE THAT ARE COMPACTED DURING THE CONSTRUCTION PROCESS, MUST BE DEEP TILLED TO
ENSURE THAT THE ROOT GROWTH OF THE PLANTS WILL NOT BE IMPEDED BY COMPACTED SOIL. THIS DOES NOT INCLUDE
ANY AREAS THAT ARE PURPOSEFULLY COMPACTED IN THE SUBSOIL TO PREVENT THE DOWNWARD MOVEMENT OF
WATER.
3. ALL TOPSOIL SHALL BE STOCKPILED SEPARATELY FROM ANY SUBSOIL MATERIAL.
4. ANY AREA THAT HAS FILL APPLIED TO IT OR ANY AREA EXCAVATED TO THE SUBSOIL MUST BE TOP DRESSED WITH AT
LEAST 4 INCHES OF STOCKPILED TOPSOIL, BEFORE THE APPLICATION OF TOPSOIL, THE SURFACE MUST BE TILLED TO
ENSURE GOOD INTERACTION BETWEEN THE TOPSOIL AND THE SUBSOIL.
5. UPON COMPLETION OF FINAL GRADING, THE PLANTING SUPERVISOR SHALL CONDUCT A SITE ASSESSMENT TO
DETERMINE IF THE SOIL 15 APPROPRIATELY PREPARED FOR PLANTING, IF ANY PROBLEMS EXIST, THEY SHALL BE NOTED
AND CORRECTED BEFORE PLANTING MAY COMMENCE.
6. TO PROMOTE PROPER GROWTH, THE CONTRACTOR SHALL DEEPLY TILL AND SCARIFY THE PLANTING ZONES TO ENSURE
THAT THE ROOT GROWTH OF THE PLANTS WILL NOT BE IMPEDED BY COMPACTED SOIL. ANY SUB -SURFACE HARDPANS
WITHIN THE PLANTING ZONE SHALL BE ELIMINATED. RIPPING, DISKING, OR RAKING SHALL BE PERFORMED IN ALL AREAS
TO BE SEEDED TO A MINIMUM DEPTH OF 3 INCHES TO 4 INCHES.
7. IN SEEDED AREAS, TO LIMIT EROSION POTENTIAL, THE CONTRACTOR SHALL LIMIT SUB -GRADE AND FINISH GRADE
PREPARATION TO AREAS THAT WILL BE PLANTED IMMEDIATELY. PREPARED AREAS SHALL BE MOISTENED PRIOR TO
SEEDING WHEN THE SOIL IS DRY, BUT CARE SHALL BE TAKEN TO NOT CREATE MUDDY CONDITIONS,
8. THE PLANTING ZONE SHALL NOT BE GRADED LEVEL. MICROTOPOGRAPHY IS DESIRED TO PROMOTE DIFFUSE FLOW AND
SURFACE WATER STORAGE. MICROTOPOGRAPHICAL DEPRESSIONS SHALL NOT BE GREATER THAN 6 INCHES IN DEPTH.
9. UPON COMPLETION OF FINAL GRADING, THE PLANTING SUPERVISOR SHALL CONDUCT A SITE ASSESSMENT TO
DETERMINE IF THE SOIL 15 APPROPRIATELY PREPARED FOR PLANTING. IF ANY PROBLEMS EXIST, THEY SHALL BE NOTED
AND CORRECTED BEFORE PLANTING MAY COMMENCE.
SEEDBED PREPARATION
1, APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS, SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED. IF
RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT
JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS.
SEEDBED PREPARATION WITHIN LIMITS OF DISTURBANCE AREAS ONLY
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
4. PER ONE TIME ONLY, APPLY LIME UNIFORMLY AND MIX WITH SOIL.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES
DEEP.
6. SEED ON FRESHLY PREPARED SEEDBED AND COVER.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
POSSIBLE.
9. CONSULT INSPECTOR ON MAINTENANCE TREATMENT AFTER PERMANENT COVER 15 ESTABLISHED.
PERMANENT SEEDING SCHEDULE:
PLANT MATERIAL SELECTION
1. REFER TO THE TABLES ON THIS SHEET FOR APPROPRATE SELECTION OF NATIVE PERMANENET SEEDS.
2. PERMANENT SEED MIXTURE SHOULD BE APPLIED USING AN APPLICATION RATE AND METHOD RECOMMENDED BY THE NURSERY.
SEEDBED PREPRATION
1. DISTURBED SOILS WITHIN THE RIPARIAN AREAS MUST BE AMMENDED TO PROVIDE AN OPTIMUM ENVORONMENT FR SEE GERMINATION
AND SEEDNG GROWTH.
2. THE pH OF THE SOIL MUST BE SUCH THAT IT 15 NOT TOXIC AND NUTRIENTS ARE AVAILABLE.
3. SOIL ANALYSIS SHOULD BE PERFORMED TO DETERMINE NUTRIENT AND LIME NEEDS OF EACH SITE.
4. APROPRIATE pH LEVELS ARE BETWEEN 5.5 AND 7.0
5. RIPARIAN BUFFERS REGULATED FOR NUTRIENT MANAGEMENT MAY BE LIMITED TO A SINGLE APPLICATION OF FERTILIZER.
6. SUITABLE MECHANICAL MEANS SUCH AS DISKING, RAKING, AND HARROWING MUST BE EMPLOYED TO LOOSEN COMPACTED SOILS PRIOR
TO SEEDING.
PLANTING
1. APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP -TYPE SPREADER, DRILL, OR HYDROSEEDER ON A FIRM, FRIABLE SEEDBED.
2. IN FINE SOILS, SEEDS SHOULD BE DRILLED 0.25-0.5 INCHES. IN COURSE SAND SOILS, SEEDS SHOULD BE PLANTED NO MORE THAN 0.75
INCHES.
MULCH
1. MULCH ALL PLANTING AREAS IMMEDIATELY AFTER SEEDING.
2. IF PLANTING ON STREAMBANKS STEEPER THAN 1036 OR OTHER AREAS SUBIEC TO FLOODING, A BIODEGRADEABLEL ROLLED EROSION
CONTROL PRODUCT 15 RECOMMENDED TO HOLD SEED AND SOIL IN PLACE.
MAINTENANCE
1. THE RECOMMENEDED PERMANENT GRASS SPECIES MAY REOIRE TWO YEARS FOR ESTABLISHMENT DEPENDIG ON SITE CONDITIONS.
2. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS, SOIL AMENDMENTS, AND RE-SEEEDINGS.
3. IF WEEDY EXOTIC SPECIES HAVE TAKEN OVER AREAS AFTER THE FIRST GROING SEASON, THE INVASIVE SPECIES MUST BE ERADICATED TO
ALLOW STAIVE SPECIES TO GROW.
4. MONITORING THE SITE UNTIL LONG-TERM STABILITY HAS BEEN ESTABLISHED.
PERMANENT PLANTING SPECIES
Common Name
Species
Herbaceous Plugs
River Oats
Chasmanthium latifalium
Blue Mistflawer
Conoclinium coelestinum
Golden Groundsel
Packera aurea
5witchgrass
Panicum virgatum
Live Stakes
Silky Dogwood
Swida amomum
Water Oak
Quercus nigra
Willow Oak
Quercus phellos
River Birch
8etula Nigra
Container Trees
Red Maple
Acer rubrum
Red Buckeye
Aesculus pavia
Sweet Pepper Bush
Clethra alnifolia
Persimmon
Diospyros virginiana
Possum Haw
Ilex deciduo
Winterberry
llex verticillata
Arrow wood
Viburnum dentotum
Buttonbush
Cephalanthus occidentalis
Practice Standards and Specifications
Table 6.24c Permanent Seeding Recommendations -- Piedmont Region
Common Name
Scientific Name
Cultivars
Type'
Percentage of
Mix
Optimal Planting
Dates
Soil Drainage
Adaptation
Shade
Tolerance
Height
Switchgrass
Panicum virgatum
Blackwell -- well drained
Shefter- well drained
Kanlow -- poorly draped
Carthage-- well drained
Warm
Season
10-15%
Dec.1 -Apr. 1
Cultivar
Dependent
Poor
6
Switchgrass
Panicum uirgatum
Alamo -- poorly -drained
Warm
Season
10-15%
Dec.1- May 1
Cultivar
Dependent
Poor
6
Indiangrass
5orghaslrum
nutans
Rumsey, Osage, Cheyenne
Warm
Season
10.30%
Dec.1 -Apr. 1
Well -drained to
Droughty
Poor
6
Indiangrass
Sorghastrum
nutans
Lometa
Warm
Season
10.30°I0
Dec.1- May 1
Well -drained to
Draughty
Poor
6
Deertongue
Dichanthelium
clandestinum
Tioga
Warm
Season
5-25%
Dec.1-Apr.1
Poorly -drained to
Droughty
Moderate
2
Big Bluestein
Andropogon
gerardii
Roundtree, Kaw, Ear'
Warm
Season
10-30%
Dec.1 Apr. 1
Well -drained to
Droughty
Poor
6
Lithe Bluestem
Schirachyrium
scoparium
Cimarron
Warm
Season
10.30%
Dec.1 -Apr.1
Well -drained to
Droughty
Poor
4
SweetWoodreed
Cinnaarundinacea
Warm
Season
1-10%
Dec.1 -Apr. 1
Poorly -drained to
Well -drained
Moderate
5
Rice Cutgrass
Leersia oryaoides
Warm
Season
5 25°%
Dec.1 - Apr. 1
Poorly -drained
Poor
5
Redtop Panicgrass
Panicum rigidulum
Warm
Season
10 20°I°
Dec.1 Apr. 1
Well drained
Poor
3.5
Beaked Panicgrass
Panicum anceps
Warm
Season
10.20`%
Dec.1- Apr.1
Poorly -drained
Moderate
3.5
Purple top
Tridens flaws
Warm
Season
5-10%
Dec.1 -Apr.1
Well -drained to
Droughty
Poor
2.5
Eastern
Gammagrass
Tripsacum
dactyloides
Warm
Season
°
5-101°
Dec.1 Apr. 1
Well -drained to
Poorly -drained
poor
4.5
Indian Woodoats
Chasmanthium
latifolium
Cold
Season
1-i0%
Feb.15-Apr.1,
Aug.15 -Oct 15
Well -drained to
Droughty
Moderate
4
VirginiaWldrye
Elymus virginicus
Cold
Season
5-25%
Feb. 15 -Apr. 1,
Aug.15 -Oct 15
Well -drained to
Droughty
Moderate
3
Eastern Bottle-
brush Grass
Elym us hysl ix
Cold
Season
5 10%
Feb. 15 -Apr. 1,
Aug. 15 -Oct 15
Well -drained to
Draughty
Moderate
3
Rough Bentgrass
Agrostis scabra
Cold
Season
10.20°I°
Feb. 15 Apr.1,
Aug. 15 -Oct 15
Poorly -drained
Poor
2.5
Winter Bentgrass
Agrostis hyemalis
Cold
Season
2.5%
Feb. 15 -Apr.1,
Aug. 15 -Oct 15
Well -drained
Moderate
3.5
Sett Rush
Juno us e{(usus
Wetland
1-10%
Dec.1-May1,
Sep.1 • Nov. 1
Poorly -drained
Poor
4
Shallow Sedge
Carex Iudda
Wetland
1-10%
Dec. 1 -May1,
Sep.1- Nov.1
Poorly -drained
Poor
3
Fox Sedge
Carexwlpinoidea
Wetland
1-10%
Dec.1-May 1,
Sep. 1 - Nov.1
Poorly -drained
Poor
3
Leathery Rush
Juncus coriaceus
Wetland
2-5%
Dec.1 -May1,
Sep.1 - Nov.1
Poorly -drained
Poor
2
Pick at least four species, including one from each type.
6.21.6
Re.. 51 1 3
NOTES:
1. AREAS NOTED AS LIVE STAKES WITHIN THE PLANTING ZONE SHALL BE PLANTED WITH SPECIES LISTED IN THE TABLE ON
SHEET 15.01.
2. ALL LIVE STAKES SHALL BE DORMANT AT TIME OF ACQUISITION AND PLANTING.
3. LIVE STAKES SHALL BE 1/2-2" IN DIAMETER. LIVE STAKES SHALL ALSO BE 2 - 4 FEET IN LENGTH.
4. DURING PREPARATION, THE BASAL ENDS OF THE LIVE STAKES SHALL BE CLEANLY CUT AT AN ANGLE TO FACILITATE
EASY INSERTION INTO THE 501L, WHILE THE TOPS SHALL BE CUT SQUARE OR BLUNT FOR TAMPING. ALL LIMBS SHALL BE
REMOVED FROM THE SIDES OF THE LIVE CUTTING PRIOR TO INSTALLATION.
5. CUTTINGS FOR LIVE STAKES SHALL BE HARVESTED IN A MANNER SUCH THAT THEY ARE CUT, IMMEDIATELY PUT INTO
WATER TO BE SOAKED FOR 10 DAYS, AND THEN PLANTED IMMEDIATELY AFTER THE 10 DAYS ARE COMPLETED.
CUTTINGS SHALL REMAIN WET UNTIL THEY ARE PLANTED. OUTSIDE STORAGE LOCATIONS SHOULD BE CONTINUALLY
SHADED AND PROTECTED FROM WIND AND DIRECT SUNLIGHT.
6. LIVE STAKES SHALL BE INSTALLED IN ALTERNATING ROWS 2 FOOT AND 4 FEET ABOVE THE NORMAL WATER SURFACE
ELEVATION WITH 4-FOOT SPACING.
7. LIVE STAKES SHALL BE TAMPED AT AN ANGLE INTO THE GROUND SURFACE WITH A DEAD BLOW HAMMER, WITH BUDS
ORIENTED IN AN UPWARD DIRECTION. STAKES SHOULD BE TAMPED UNTIL APPROXIMATELY 3/4 OF THE STAKE LENGTH
15 WITHIN THE GROUND. ANY STAKES THAT ARE SPLIT OR DAMAGED DURING INSTALLATION SHALL BE REMOVED AND
REPLACED.
8. THE AREA AROUND EACH LIVE STAKE SHALL BE COMPACTED BY FOOT AFTER THE LIVE STAKE HAS BEEN INSTALLED.
9. ONE TO TWO INCHES SHALL BE CUT CLEANLY OFF OF THE TOP OF EACH LIVE STAKE (WITH LOPPERS( AT AN ANGLE OF
APPROXIMATELY 15 DEGREES FOLLOWING INSTALLATION.
N.W.S.E.
CHANNEL BED
LIVE STAKE
(SEE DETAIL NOTES)
EROSION CONTROL
BLANKET
LIVE STAKE DETAIL
N.T.S.
MCADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
RANGEWATER REAL ESTATE
CLAIRE HANSEN
5606 GLENRIDGE DR. NE, SUITE 775
ATLANTA, GA 30342
PHONE: [phone]
536 W. TREMONT AVE.
CHARLOTTE, NORTH CAROLINA 28203
�'.0r11111nyst,,.
= SEAL r i
= 049073 =
REVISIONS
NO.
DATE
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
RWR20000
RWR20000-L1
RAS
RHW
03.30.2022
PLANTING PLAN
M :\ Projects \PSR\RW R-2
L5.01

NCSAM Results&Supporting Photographs

NC SAM FIELD ASSESSMENT RESULTS
Accompanies User Manual Version 2.1
USACE AID#: NCDWR#:
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic quadrangle,
and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property,identify and
number all reaches on the attached map,and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions
and explanations of requested information. Record in the "Notes/Sketch"section if supplementary measurements were performed. See the
NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA(do not need to be within the assessment area).
PROJECT/SITE INFORMATION:
1. Project name(if any): W Tremont 2. Date of evaluation: December 28,2020
RangeWater Real Estate/SC7 LLC
3.Applicant/owner name: c10 DMI 4.Assessor name/organization: Amanda Boom(McAdams)
5. County: Mecklenburg 6. Nearest named water body
7. River basin: Catawba on USGS 7.5-minute quad: Irwin Creek
8.Site coordinates(decimal degrees,at lower end of assessment reach): 35.211882,-80.870303
STREAM INFORMATION:(depth and width can be approximations)
9.Site number(show on attached map): Stream Feature A 10. Length of assessment reach evaluated(feet):
11.Channel depth from bed(in riffle,if present)to top of bank(feet): 3 ❑Unable to assess channel depth.
12.Channel width at top of bank(feet): 14 13. Is assessment reach a swamp steam? ❑Yes ❑No
14. Feature type: ®Perennial flow ❑Intermittent flow ❑Tidal Marsh Stream
STREAM CATEGORY INFORMATION:
15. NC SAM Zone: ❑Mountains(M) ® Piedmont(P) ❑ Inner Coastal Plain(I) ❑Outer Coastal Plain(0)
.\\**6-‘-rni
16. Estimated geomorphic ❑A ®B
valley shape(skip for
Tidal Marsh Stream): (more sinuous stream,flatter valley slope) (less sinuous stream,steeper valley slope)
17.Watershed size:(skip ®Size 1 (<0.1 mi2) ❑Size 2(0.1 to<0.5 mil) ['Size 3(0.5 to<5 mi2) ❑Size 4{?5 mi2)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18.Were regulatory considerations evaluated? ®Yes ONo If Yes,check all that apply to the assessment area.
❑Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (El ❑II ❑III ❑IV ❑V)
❑Essential Fish Habitat ❑Primary Nursery Area ❑ High Quality Waters/Outstanding Resource Waters
❑Publicly owned property ❑NCDWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters
❑Anadromous fish 0303(d)List ❑CAMA Area of Environmental Concern(AEC)
❑Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
❑Designated Critical Habitat(list species)
19.Are additional stream information/supplementary measurements included in"Notes/Sketch"section or attached? ®Yes ❑No
1. Channel Water-assessment reach metric(skip for Size 1 streams and Tidal Marsh Streams)
®A Water throughout assessment reach.
DB No flow,water in pools only.
❑C No water in assessment reach.
2. Evidence of Flow Restriction-assessment reach metric
❑A At least 10%of assessment reach in-stream habitat or riffle-pool sequence is severely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within
the assessment reach(examples: undersized or perched culverts,causeways that constrict the channel,tidal gates,debris jams,
beaver dams).
®B NotA
3. Feature Pattern-assessment reach metric
®A A majority of the assessment reach has altered pattern(examples:straightening, modification above or below culvert).
DB NotA
4. Feature Longitudinal Profile-assessment reach metric
®A Majority of assessment reach has a substantially altered stream profile(examples: channel down-cutting,existing damming,over
widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these
disturbances).
❑B NotA
5. Signs of Active Instability-assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure,active channel down-cutting(head-cut),active widening,and artificial hardening(such as concrete,gabion,rip-rap).
®A < 10%of channel unstable
❑B 10 to 25%of channel unstable
❑C >25%of channel unstable

6. Streamside Area Interaction—streamside area metric
Consider for the Left Bank(LB)and the Right Bank(RB).
LB RB
❑A ❑A Little or no evidence of conditions that adversely affect reference interaction
❑B ❑B Moderate evidence of conditions(examples: berms, levees, down-cutting,aggradation,dredging)that adversely affect
reference interaction(examples: limited streamside area access,disruption of flood flows through streamside area,leaky
or intermittent bulkheads,causeways with floodplain constriction, minor ditching[including mosquito ditching])
®C ®C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction,bulkheads,retaining walls,fill,stream incision,disruption
of flood flows through streamside area]or too much floodplain/intertidal zone access[examples:impoundments,intensive
mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an
interstream divide
7. Water Quality Stressors—assessment reach/intertidal zone metric
Check all that apply.
®A Discolored water in stream or intertidal zone(milky white,blue,unnatural water discoloration,oil sheen,stream foam)
❑B Excessive sedimentation(burying of stream features or intertidal zone)
®C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
❑D Odor(not including natural sulfide odors)
®E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in "Notes/Sketch"
section.
OF Livestock with access to stream or intertidal zone
❑G Excessive algae in stream or intertidal zone
❑H Degraded marsh vegetation in the intertidal zone(removal,burning,regular mowing,destruction,etc)
❑I Other: (explain in"Notes/Sketch"section)
❑J Little to no stressors
8. Recent Weather—watershed metric(skip for Tidal Marsh Streams]
For Size 1 or 2 streams,D1 drought or higher is considered a drought;for Size 3 or 4 streams,D2 drought or higher is considered a drought.
O A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours
❑B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
®C No drought conditions
9. Large or Dangerous Stream—assessment reach metric
O Yes ®No Is stream is too large or dangerous to assess? If Yes,skip to Metric 13(Streamside Area Ground Surface Condition).
10. Natural In-stream Habitat Types—assessment reach metric
10a. OYes ONo Degraded in-stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in-stream hardening [for example, rip-rap], recent dredging, and snagging)
(evaluate for Size 4 Coastal Plain streams only,then skip to Metric 12)
lob. Check all that occur(occurs if a 5%coverage of assessment reach)(skip for Size 4 Coastal Plain streams)
O A Multiple aquatic macrophytes and aquatic mosses OF 5%oysters or other natural hard bottoms
(include liverworts,lichens,and algal mats) OG Submerged aquatic vegetation
®B Multiple sticks and/or leaf packs and/or emergent w _ OH Low-tide refugia(pools)
vegetation t D ❑I Sand bottom
®C Multiple snags and logs(including lap trees) m ❑J 5%vertical bank along the marsh
®D 5%undercut banks and/or root mats and/or roots ° 2 OK Little or no habitat
in banks extend to the normal wetted perimeter
OE Little or no habitat
*********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS***********"* **°***********
11. Bedform and Substrate—assessment reach metric(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11 a. OYes ®No Is assessment reach in a natural sand-bed stream?(skip for Coastal Plain streams]
1 lb. Bedform evaluated. Check the appropriate box[es].
®A Riffle-run section (evaluate 11 c)
®B Pool-glide section(evaluate 11d)
❑C Natural bedform absent(skip to Metric 12,Aquatic Life]
11 c. In riffle sections,check all that occur below the normal wetted perimeter of the assessment reach—whether or not submerged. Check
at least one box in each row(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams). Not Present(NP)=absent,Rare
(R)=present but< 10%, Common(C)=> 10-40%, Abundant(A)=>40-70%, Predominant(P)=>70°/0. Cumulative percentages
should not exceed 100%for each assessment reach.
NP R C A P
❑ 0 0 0 0 Bedrock/saprolite
❑ ❑ 0 0 ❑ Boulder(256—4096 mm)
❑ 0 ® 0 0 Cobble(64—256 mm)
❑ 0 ® 0 ❑ Gravel(2—64 mm)
❑ ® 0 0 0 Sand(.062-2 mm)
❑ 0 ® 0 0 Silt/clay(<0.062 mm)
❑ 0 ® 0 ❑ Detritus
❑ ® 0 0 0 Artificial(rip-rap,concrete,etc.)
11 d. ®Yes ONo Are pools filled with sediment?(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)

12. Aquatic Life—assessment reach metric(skip for Tidal Marsh Streams)
12a. ®Yes ❑No Was an in-stream aquatic life assessment performed as described in the User Manual?
If No,select one of the following reasons and skip to Metric 13. ❑No Water ['Other:
12b. ['Yes ®No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check all that
apply. If No,skip to Metric 13.
1 >1 Numbers over columns refer to"individuals"for Size 1 and 2 streams and"taxa"for Size 3 and 4 streams.
❑ ['Adult frogs
❑ ['Aquatic reptiles
❑ ['Aquatic macrophytes and aquatic mosses(include liverworts, lichens,and algal mats)
❑ ['Beetles
❑ DCaddisfly larvae(T)
❑ ['Asian clam(Corbicula)
❑ ['Crustacean(isopod/amphipodicrayflsh/shrimp)
❑ ['Damselfly and dragonfly larvae
❑ DDipterans
❑ ['Mayfly larvae(E)
❑ DMegaloptera(alderfly,fishily,dobsonfly larvae)
❑ DMidges/mosquito larvae
❑ ['Mosquito fish(Gambusia)or mud minnows(Umbra pygmaea)
❑ ❑Mussels/Clams(not Corbicula)
❑ ['Other fish
❑ ['Salamanders/tadpoles
❑ ['Snails
❑ ❑Stonefly larvae(P)
❑ ❑Tipulid larvae
❑ DWorms/leeches
13. Streamside Area Ground Surface Condition—streamside area metric(skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank(LB)and the Right Bank(RB). Consider storage capacity with regard to both overbank flow and upland runoff.
LB RB
DA DA Little or no alteration to water storage capacity over a majority of the streamside area
®B ®B Moderate alteration to water storage capacity over a majority of the streamside area
DC DC Severe alteration to water storage capacity over a majority of the streamside area(examples: ditches,fill,soil compaction,
livestock disturbance, buildings,man-made levees,drainage pipes)
14. Streamside Area Water Storage—streamside area metric(skip for Size 1 streams,Tidal Marsh Streams,and B valley types)
Consider for the Left Bank(LB)and the Right Bank(RB)of the streamside area.
LB RB
DA DA Majority of streamside area with depressions able to pond water?6 inches deep
DB DB Majority of streamside area with depressions able to pond water 3 to 6 inches deep
®C ®C Majority of streamside area with depressions able to pond water<3 inches deep
15. Wetland Presence—streamside area metric(skip for Tidal Marsh Streams)
Consider for the Left Bank(LB)and the Right Bank(RB). Do not consider wetlands outside of the streamside area or within the normal
wetted perimeter of assessment reach.
LB RB
DY DY Are wetlands present in the streamside area?
®N ®N
16. Baseflow Contributors—assessment reach metric(skip for Size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
DA Streams and/or springs(jurisdictional discharges)
DB Ponds(include wet detention basins;do not include sediment basins or dry detention basins)
DC Obstruction passing flow during low-flow periods within the assessment area(beaver dam,leaky dam,bottom-release dam,weir)
❑D Evidence of bank seepage or sweating(iron in water indicates seepage)
DE Stream bed or bank soil reduced(dig through deposited sediment if present)
OF None of the above
17. Baseflow Detractors—assessment area metric(skip for Tidal Marsh Streams)
Check all that apply.
DA Evidence of substantial water withdrawals from the assessment reach(includes areas excavated for pump installation)
DB Obstruction not passing flow during low-flow periods affecting the assessment reach(ex:watertight dam,sediment deposit)
®C Urban stream 24%impervious surface for watershed)
®D Evidence that the streamside area has been modified resulting in accelerated drainage into the assessment reach
®E Assessment reach relocated to valley edge
O F None of the above
18. Shading—assessment reach metric(skip for Tidal Marsh Streams)
Consider aspect. Consider"leaf-on"condition.
DA Stream shading is appropriate for stream category(may include gaps associated with natural processes)
®B Degraded(example: scattered trees)
DC Stream shading is gone or largely absent

19. Buffer Width—streamside area metric(skip for Tidal Marsh Streams)
Consider"vegetated buffer"and"wooded buffer"separately for left bank(LB)and right bank(RB)starting at the top of bank out
to the first break.
Vegetated Wooded
LB RB LB RB
❑A ❑A ❑A ❑A ? 100 feet wide or extends to the edge of the watershed
❑B OB ❑B ❑B From 50 to< 100 feet wide
®C ❑C ❑C ❑C From 30 to<50 feet wide
❑D ®D ®D ®D From 10 to<30 feet wide
❑E ❑E ❑E ❑E <10 feet wide or no trees
20. Buffer Structure—streamside area metric(skip for Tidal Marsh Streams)
Consider for left bank(LB)and right bank(RB)for Metric 19("Vegetated" Buffer Width).
LB RB
❑A ❑A Mature forest
®B ®B Non-mature woody vegetation or modified vegetation structure
❑C ❑C Herbaceous vegetation with or without a strip of trees<10 feet wide
OD OD Maintained shrubs
❑E ❑E Little or no vegetation
21. Buffer Stressors—streamside area metric(skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank(LB)and right bank(RB). Indicate if listed stressor abuts stream(Abuts),does not abut but is
within 30 feet of stream(<30 feet),or is between 30 to 50 feet of stream(30-50 feet).
If none of the following stressors occurs on either bank,check here and skip to Metric 22: ❑
Abuts <30 feet 30-50 feet
LB RB LB RB LB RB
❑A ❑A ❑A ❑A ❑A ❑A Row crops
❑B ❑B ®B ❑B ®B OB Maintained turf
❑C ❑C ❑C ❑C ❑C ❑C Pasture(no livestock)/commercial horticulture
❑D ❑D OD OD OD ❑D Pasture(active livestock use)
22. Stem Density—streamside area metric(skip for Tidal Marsh Streams)
Consider for left bank(LB)and right bank(RB)for Metric 19("Wooded"Buffer Width).
LB RB
❑A ❑A Medium to high stem density
®B ®B Low stem density
❑C ❑C No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer—streamside area metric(skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream(parallel). Breaks are areas lacking vegetation a 10 feet wide.
LB RB
®A ®A The total length of buffer breaks is<25 percent.
❑B ❑B The total length of buffer breaks is between 25 and 50 percent.
DC ❑C The total length of buffer breaks is>50 percent.
24. Vegetative Composition—streamside area metric(skip for Tidal Marsh Streams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first)as it contributes to
assessment reach habitat.
LB RB
❑A ❑A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species,
with non-native invasive species absent or sparse.
OB OB Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear-cutting or clearing or
communities with non-native invasive species present, but not dominant,over a large portion of the expected strata or
communities missing understory but retaining canopy trees.
®C ®C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non-characteristic species or communities inappropriately composed of a single species or no vegetation.
25. Conductivity—assessment reach metric(skip for all Coastal Plain streams)
25a. ❑Yes ®No Was conductivity measurement recorded?
If No,select one of the following reasons. ❑No Water ['Other:
25b. Check the box corresponding to the conductivity measurement(units of microsiemens per centimeter).
❑A <46 ❑B 46 to<67 ❑C 67 to<79 OD 79 to<230 ❑E ?230
Notes/Sketch:
S3 is an unnamed tributary of Irwin Creek a 303(d)stream.The feature is located at the base of an apparent hill slope on the right bank(associated
with a former landfill facility). A utility pipe was also observed on the hill slope. The assessment reach begins at a culvert that emerges from
beneath West Tremont Avenue and terminates in an apparent hole where it returns to the subsurface(based on sound and not directly observed
due to debris).A pool located at the base of the culvert contained water that was milky in color and was observed to have a noticeable chemical
odor. Both sides of the stream were observed to have significant debris. Significant debris of various type including large concrete pieces were
found in the stream bed.(HUC 03050103)

Draft NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name W Tremont Date of Assessment December 28, 2020
Stream Category Pb1 Assessor Name/Organization Amanda Boom(McAdams)
Notes of Field Assessment Form(YIN) YES
Presence of regulatory considerations(YIN) NO
Additional stream information/supplementary measurements included(YIN) YES
NC SAM feature type(perennial, intermittent,Tidal Marsh Stream) Perennial
USACE/ NCDWR
Function Class Rating Summary All Streams Intermittent
(1)Hydrology LOW
(2)Baseflow LOW
(2)Flood Flow LOW
(3)Streamside Area Attenuation LOW
(4)Floodplain Access LOW
(4)Wooded Riparian Buffer LOW
(4)Microtopography NA
(3)Stream Stability LOW
(4)Channel Stability HIGH
(4)Sediment Transport LOW
(4)Stream Geomorphology LOW
(2)Stream/Intertidal Zone Interaction NA
(2)Longitudinal Tidal Flow NA
(2)Tidal Marsh Stream Stability NA
(3)Tidal Marsh Channel Stability NA
(3)Tidal Marsh Stream Geomorphology NA
(1)Water Quality LOW
(2)Baseflow LOW
(2)Streamside Area Vegetation MEDIUM
(3)Upland Pollutant Filtration MEDIUM
(3)Thennoregulation MEDIUM
(2)Indicators of Stressors YES
(2)Aquatic Life Tolerance LOW
(2)Intertidal Zone Filtration NA
(1)Habitat LOW
(2)In-stream Habitat LOW
(3)Baseflow LOW
(3)Substrate LOW
(3)Stream Stability MEDIUM
(3)In-stream Habitat HIGH
(2)Stream-side Habitat LOW
(3)Stream-side Habitat LOW
(3)Thennoregulation MEDIUM
(2)Tidal Marsh In-stream Habitat NA
(3)Flow Restriction NA
(3)Tidal Marsh Stream Stability NA
(4)Tidal Marsh Channel Stability NA
(4)Tidal Marsh Stream Geomorphology NA
(3)Tidal Marsh In-stream Habitat NA
(2)Intertidal Zone NA
Overall LOW

J MCADAMS NC SAM > RWR-20000
Supporting Photographs
•• S � 1 : Y
`�'`, �ti t' _ xr- •
fir- �'''—
- 1 °`
1 V- V
rs.�. N
\.1 1
-=te •
r �,
, 1 101110NT- ' --'--.' '''-'-'''''.—.?"154 ': '— '—''' '
111( .:-' '-•_____ . '\,11::_ ,` w _......': .'1 ; ,1 . --1,. . ':._tk4:: -1'3'71.:' -' '
Photo 1.View of culvert associated with Stream Feature A as seen facing upstream; milky color and chemical odor
observed (12/28/2020)
7I ..,°.„1_.,: cy„� , 3 `._::•*,iv... ; tir _. ,,--•
l •.ff••'-:It::: f,• ':.#1,-r�.`.: Via s.: } ; • :'" _
''A..-,..ir
1.
s ; ' ,; id P e
-,.a ► ` • :l'I Nam. .t - .4
-•••.'t.*rA 2-,)f.2..7`4.0,"e • f•'..`:SNP, :- 'z,-.., v.'-ii,-F‘ ' "-.• •-$-' Ally *414r. ,OL.-4"
1,.k-,,,i t., •R P' rD_ off }v/'4 e".4kok 44
IrAf`
:'. .- -' - ram A^• _
: r 4,, -,ilPt:11, : j ,',, ....',. ,A ft ,r r ,__. ,.:01644tAttirl,
4
. lai 4 ei "riat-... :,- "•#,.. ..--):4-4EL • ,,:..f. . ..-..i,---a.- -.,-, :- - ,,m1_,
Photo 2.View of Stream Feature A facing downstream (12/28/2020)
creating experiences through experience 1 of 3

J MCADAMS NC SAM > RWR-20000
:6.4142.- -\-::,.ix 'No.._ ':, %,,,r Itr. ..t...-4°.7.:kitb.. . rf..0-7,-.:,,,,?4',N, ,-",it:-.1t,w. ..,-;.."0„., /-71'
‘r
,t,
— r +.... Pam'_-.:. • V` �y...
ate_:.
-.! _ - 1 , _ [S 'TF
"•• 0 . '-!. "k---Ar r.:
- :: it ,A ,: , '4*
'...............,"/
..... ' / �,,,} ,,,� e`er �,._ -
Photo 3.View of rocky substrate seen in some portions of Stream Feature A(12/28/2020)
4 AP rrT ••.Fvi IFS•."�` &M1.. _ k .:. '. lY:.'r
a.. .. -
I. - -
y �
•5
-. K : . _ `ems; -_ _ :1 : • .:.• ' 1_.
ram, � .! - .R:F�--1�': \
•� /
Photo 4.View of location where Stream Feature A appears to pass underground(12/28/2020)
creating experiences through experience 2 of 3

USFWS Correspondence

From: Hamstead,Byron A
To: Jennifer Burdelte
Cc: Roth.Kelly;Roden Reynolds,Bryan K CIV(USA)
Subject: Re: [EXTERNAL]Section 7 ESA Consultation(SAW-2021-01619_W Tremont Avenue)
Date: Thursday,September 9,2021 8:22:50 AM
Attachments: imaue004.bnu
Thanks Folks,
Based on the information provided in NRC's biological evaluation dated September 8, 2021, we offer
the following comments pertaining to federally protected species:
Northern lung-Pared bat: According to Service records,suitable summer roosting habitat may be
present in the project area 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 (which mayor
may not require tree clearing) would occur at a location where any incidental take that may result
from associated activities is exempt under the 4(d) rule. Although not required, we encourage the
Applicant to avoid arty associated tree clearing activities during the maternity roosting season from
May 15—August 15.
Michaux's sumac. Schweinitz's sunflower, and smooth coneflower: According to the information
provided, suitable habitat occurs within the action area for the federally endangered Michaux's
sumac(Rhus michauxii), Schweinitz's sunflower (Helianthus schweinitzii), and smooth coneflower
(Echinacea laevigata). However, targeted botanical surveys of all potential habitats for this species
were conducted on August 24, 2021, and no evidence of these plant species were detected at that
time. Based on the presence of suitable habitat for this species within the action area. but negative
survey results collected during the appropriate survey window, we would concur with a "may affect.
not likely to adversely affect" determination from the action agency for these species.
We believe that suitable habitats do not occur onsite for any other federally protected species
(including the federally endangered Carolina heelsplitter. Losmigona decorata). and we acknowledge
that no bald eagle nests have been identified onsite. Therefore, we require no further information
and consider consultation to be complete 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.
We offer the following general recommendations on behalf of natural resources:
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.
Sincere thanks for the level of detail and well-reasoned conclusions in your biological evaluation,
Jennifer. Please contact me if you have any questions.
Regards,
Byron
Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville,North Carolina,28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and may
be disclosed to third parties.
From:Jennifer Burdette<[e-mail]>
Sent: Wednesday,September 8, 2021 3:52 PM
To: Hamstead, Byron A<[e-mail]>
Cc: Roth, Kelly<[e-mail]>; Roden Reynolds, Bryan K CIV(USA)
Brya n.K.Rod e n Reyn olds@ usace.a rmy.m i I>
Subject: RE: [EXTERNAL] Section 7 ESA Consultation (SAW-2021-01619_W Tremont Avenue)
Hi Byron,
Attached is our protected species assessment for the subject project.
Also, Kelly's last day with McAdams was September 2nd. Her emails will continue to be forwarded
for a time, but NRC is now the consultant for the project. Sorry for the moving target.
Thanks,
Jennifer
Thanks for forwarding, Kelly!
Jennifer Burdette

MEt•IT oFr !fr United States Department of the Interior FISH ,
r74,:0,_
FISH AND WILDLIFE SERVICEertFi
Asheville Field Office
'&cH a '0" 160 Zillicoa Street
Asheville,North Carolina 28801
October 15, 2021
Alec Pierzga
Natural Resource Consultants
10212 Creedmore Road
Raleigh,North Carolina 27615
[e-mail]
Subject: Toomey Avenue Mixed-Use Development; Mecklenburg County,North Carolina
Dear Alec Pierzga:
The U.S. Fish and Wildlife Service(Service)has reviewed the information provided in your
email correspondence dated September 17,2021 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 a multi-family
residential development,retail space, and appurtenances on approximately 8.7 acres in Charlotte,
North Carolina which is anticipated to require authorization from the U.S.Army Corps of
Engineers for impacts to Waters of the United States. Based on the information provided and
aerial imagery, onsite habitats are highly disturbed due to existing commercial and residential
land uses that dominate the site. Disturbed successional mixed forest,riparian habitats (unnamed
tributaries to Irwin Creek)maintained road rights of way, and transitional edge habitats also
occur onsite.
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,we encourage the Applicant to avoid
any associated tree clearing activities during this animal's maternity roosting season from
May 15—August 15.

Your biological evaluation indicates that suitable habitat is present within the action area for the
federally endangered Michaux's sumac (Rims michauxii), Schweinitz's sunflower(Helianthus
schweinitzii), and smooth coneflower(Echinacea laevigata). However,targeted surveys
conducted during the appropriate timeframe(August 24,2021) did not detect evidence for these
species at that time. Based on the information provided,we believe that the probability for
inadvertent loss of these species is insignificant and discountable and we would concur with a
"may affect,not likely to adversely affect"determination from the action agency.
We believe that suitable habitats do not occur onsite for the federally endangered Carolina
heelsplitter(Lasmigona decorata) or 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.
Low Impact Development
We recommend that consideration be given to the use of pervious materials (i.e.,pervious
concrete, interlocking/open paving blocks,etc.)for the construction of roads,driveways,
sidewalks, etc. Pervious surfaces minimize changes to the hydrology of the watershed and can
be used to facilitate groundwater recharge. Pervious materials are also less likely to absorb and
store heat and allow the cooler soil below to cool the pavement. Additionally,pervious concrete
requires less maintenance and is less susceptible to freeze/thaw cracking due to large voids
within the concrete.
The Service appreciates the opportunity to provide these comments. Please contact Mr. Byron
Hamstead of our staff at byron [e-mail] if you have any questions. In any future
correspondence concerning this project,please reference our Log Number 4-2-21-469.
Sincerely,
-- original signed- -
Janet Mizzi
Field Supervisor
2

Natural Resource Consultants
10212 Creedmoor Road, Raleigh, NC 27615
[e-mail]—919.422.3605
iNatural Resource
Consultants
From: Roth, Kelly<[e-mail]>
Sent: Wednesday,September 8, 2021 8:54 AM
To:Jennifer Burdette [e-mail]>
Subject: Fwd: [EXTERNAL] Section 7 ESA Consultation (SAW-2021-01619 W Tremont Avenue)
Begin forwarded message:
From: "Ha mstead, Byron A" <byron_hamsteadPfws,gov>
Date:September 8,2021 at 8:20:51 AM EDT
To:"Roth, Kelly"<rothPmcadamsco.com>
Subject: Fw: [EXTERNAL] Section 7 ESA Consultation (SAW-2021-01619_W Tremont
Avenue)
CAUTION:This email is NOT from McAdams.DO NOT click links or open attachments unless you
verify the sender and content.
Hi Kelly,
I neglected to cc you on this. Please pass along your botanical survey results for this
project when they are complete and let me know if you have any questions about this
or any other project.
Regards,
Byron
Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 7.illicoa Street
Asheville,North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of
Information Act and may be disclosed to third parties.
From: Ha mstead, Byron A<byron_hamsteadi fws.gov>

Sent:Wednesday, September 8, 20218:15 AM
To: Roden Reynolds, Bryan K CIV(USA) <[e-mail]>
Subject: Re: [EXTERNAL] Section 7 ESA Consultation (SAW-2021-01619_W Tremont
Avenue)
Hi Bryan,
The Applicant states in the PCN (5j)that suitable habitat is present within the action
area for the federally endangered Michaux's sumac, smooth coneflower, and
Schweinitz's sunflower. The Applicant also indicates that they will prepare a biological
evaluation that will include survey results collected during the appropriate survey
windows for these species and submit for our review. We have not received a BE or
survey results at this time, but I will pass our comments along to you when we do.
The Applicant also indicates that suitable habitat is not present onsite for the federally
endangered Carolina heelsplitter. Based on the information provided in the PCN, we
do not have any concerns for project-mediated impacts to this species.
Lastly, I can confirm that the project would occur at a location where any incidental
take of the federally threatened northern long-eared bat(via clearing of potential
summer roosting habitat)would be exempt under the 4(d) rule for this species.
Hope you are well,
Byron
Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville,North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of
Information Act and may be disclosed to third parties.
From: Roden Reynolds, Bryan K CIV(USA) <Bryan.K.RodenReynolds(a7usace.army.mil>
Sent: Monday,August 9, 2021 9:04 AM
To: Hamstead, Byron A<byron_hamstPadWws.gov>
Subject: RE: [EXTERNAL] Section 7 ESA Consultation (SAW-2021-01619_W Tremont
Avenue)
Byron,
See attached

Thanks,
Bryan Roden-Reynolds, PWS
Regulatory Project Manager
U.S. Army Corps of Engineers
Wilmington District
Charlotte Regulatory Field Office
8430 University Executive Park Drive
Charlotte, NC 28262
Office: [phone]
From: Hamstead, Byron A<byron_hamsteaclPfws.gov>
Sent: Friday,August 6, 2021 9:05 AM
To: Roden Reynolds, Bryan K CIV(USA) <Bryan.K.RodenRPynolds(@usace.army.mil>
Subject: [Non-DoD Source] Re: [EXTERNAL] Section 7 ESA Consultation (SAW-2021-
01619_W Tremont Avenue)
Thanks Bryan. When you can, please send along the Applicant's biological evaluation,
application, and design plans referenced in your email to complete our review.
Have a good weekend,
B
Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville,North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of
Information Act and may be disclosed to third parties.
From: Roden Reynolds, Bryan K CIV(USA) <Bryan.K.RodPnRPynolds(@usarP.army.mil>
Sent:Thursday,August 5, 2021 4:25 PM
To: Hamstead, Byron A<byron_hamsteadPfws.gov>
Subject: [EXTERNAL] Section 7 ESA Consultation (SAW-2021-01619_W Tremont
Avenue)
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clicking on links, opening attachments, or responding.

Greetings,
The Wilmington District, Corps of Engineers (Corps) has received an application from
RangeWater Real Estate to construct a multi-family residential building in Mecklenburg
County, North Carolina. Please see the attached project drawings and preconstruction
notification for a more detailed depiction of the proposed work.
County: Mecklenburg
Project Location: 35.211769,-80.869598
Species:
Pursuant to the Endangered Species Act (ESA) of 1973, our office has examined all
information provided by the applicant and consulted the latest North Carolina Natural
Heritage Database (DATE). According to information provided by the U.S. Fish and
Wildlife Service,there are documented occurrences of Schweinitz's sunflower (less
than 1 miles northeast) and Carolina heelsplitter(less than 0.4 miles west).The North
Carolina Natural Heritage Database shows occurrence records of Schweinitz's
sunflower and Carolina heelsplitter in close proximity to the project area.The Corps has
believes the proposed project may affect, but is not likely to adversely affect
Schweinitz's sunflower or its formally designated critical. However, the applicant has
yet to conduct a targeted survey of suitable habitat onsite during the optimal survey
window.Therefore, the Corps may consider another determination if that target survey
finds species onsite.
Additionally,we have determined that the proposed project would have no effect on
Michaux's sumac and smooth coneflower
The Corps hereby initiates consultation under Section 7 of the ESA and will not make a
permit decision until the consultation process is complete.
Please contact me via e-mail or at the number below if you have any questions or need
additional information.
Thanks,
Bryan Roden-Reynolds, PWS
Regulatory Project Manager
U.S. Army Corps of Engineers
Wilmington District
Charlotte Regulatory Field Office
8430 University Executive Park Drive
Charlotte, NC 28262

SHP❑Correspondence

-
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,Damn]-Waters,PhD.
September21, 2021
Bryan Roden-Reynolds [e-mail]
U.S. Army Corps of Engineers
8430 University Executive Park Drive
Charlotte,NC 28262
Re: Construct multi-family residential development, 536 West Tremont Avenue, Charlotte,
Mecklenburg County, ER 21-2026
Dear Mr. Roden-Reynolds:
Thank you for your email of August 5,2021,regarding the above-referenced undertaking. We have
reviewed the submission 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.
Sincerely,
1_61/4 -Wtg6-
Ramona Bartos, Deputy
1)
State Historic Preservation Officer
Location:109 East Jones Street,Raleigh NC 27601 Mailing Address:4617 Mail Scavice Center,Raleigh NC 27699-4617 Telephone/Fax:[phone]-6898

-'Re 5TA7{4
'may,'"
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,Darn)-Waters,PhD.
January28, 2022
Jennifer Burdette [e-mail]
Natural Resource Consultants
10212 Creedmoor Road
Raleigh,NC 27615
Re: Construct Toomey site multi-family residential development, intersection of Toomey Avenue and
West Tremont Avenue, Charlotte,Mecklenburg County, SAW-2021-00143, ER 21-2339
Dear Ms. Burdette:
Thank you for your email of December 3, 2021,transmitting the requested site and design plans. We have
reviewed the submittal and offer the following comments.We apologize for the delay in our response and
any inconvenience it may have caused.
Based on the information provided we have determined that the proposed development will have no
adverse effect on the National Register-eligible Wilmore Local Historic District(MK3252)based on the
condition that the following strategies to reduce light pollution are applied. Lights installed above the
second story level should be shielded and directed downward and,where appropriate/safe,use of motion
sensors rather than continuous operation is preferred.
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 environmental.review(ncdcr.gov. In all future communication concerning this project,please cite the
above referenced tracking number.
ca-,_,L.IL
Sincerely,
1/.. „r Ramona Bartos, Deputy
1) State Historic Preservation Officer
Kristi Harpst, City of Charlotte [e-mail]
Bryan Roden-Reynolds,USACE [e-mail]
Location:109 East Jones Street,Raleigh NC 27601 Mailing Address:4617 Mail Scavice Center,Raleigh NC 27699-4617 Telephone/Pax:[phone]/807-6599

-'Re 5TA7{4
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 Secretaryy,Darn)-Waters,PhD.
January28, 2022
Ellen Turco [e-mail]
Richard Grubb&Associates
525 Wait Avenue
Wake Forest,NC 27587
Re: Construct Toomey site multi-family residential development, intersection of Toomey Avenue and
West Tremont Avenue, Charlotte,Mecklenburg County, ER 21-2339
Dear Ms. Turco:
Thank you for your letter of January 6,2022, transmitting the Historic Structure Survey Report(HSSR),
"Toomey-Hunter House(MK4463),2315 Toomey Avenue,Mecklenburg County,North Carolina,"
prepared by Richard Grubb&Associates. We have reviewed the HSSR and offer the following comments.
After reviewing the HSSR evaluating the National Register eligibility of the Toomey-Hunter House in
Charlotte, we concur that the property is not eligible for the reasons listed in the report. We do not
recommend changes to the HSSR and accept this version as final.
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]. hi all future communication concerning this project,please cite the
above referenced tracking number.
Sincerely,
Will6-
Ramona Bartos, Deputy
State Historic Preservation Officer
Kristi Harpst, City of Charlotte [e-mail]
Bryan Roden-Reynolds,USACE [e-mail]
Jennifer Burdette,Natural Resource Consultants [e-mail]
Jeff Smith,NCHPO [e-mail]
Location:109 East Jones Street,Raleigh NC 27601 Mailing Address:4617 Mail Scavice Center,Raleigh NC 27699-4617 Telephone/Pax:[phone]/807-6599