20201634 Ver 2_ePCN Application_20230223

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process? *
Yes
No
Is this project a public transportation project?*
Yes No
Change only If needed.
Pre -Filing Meeting Date Request was submitted on:
11/22/2022
BIMS # Assigned * Version#*
20201634 2
Is a payment required for this project? *
No payment required
Fee received
Fee needed - send electronic notification
What amout is owed?*
$240.00
$570.00
Reviewing Office* Select Project Reviewer*
Mooresville Regional Office - [phone] Andrew Pitner:[e-mail]
Information for Initial Review
la. Name of project:
Water Oak Storm Drainage Improvement Project
la. Who is the Primary Contact?*
Noah Meador
1b. Primary Contact Email: * lc. Primary Contact Phone: *
[e-mail] [phone]
Date Submitted
2/23/2023
Nearest Body of Water
McMullen Creek
Basin
Catawba
Water Classification
c (11-137-9-5)
Site Coordinates
Latitude:
35.178388
A. Processing Information
Longitude:
-80.790811
Is this project connected with ARPA funding?*
Yes No
County (or Counties) where the project is located:
Mecklenburg
Is this a NCDMS Project
Yes No
Is this project a public transportation project?*
Yes No

la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
Please provide the date of the previous submission.*
1/5/2021
1b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Regional General Permit (RGP) Number: 201600163 — Charlotte Stormwater Services
RGP Numbers (for multiple RGPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
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?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lh. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
ld. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project? *
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
City of Charlotte (Storm Drainage Easement Owner on Multiple Properties)
2b. Deed book and page no.:
2c. Contact Person:
Charlotte Storm Water Services
401 Water Quality Certification - Express
Riparian Buffer Authorization
Yes No
Yes No

2d. Address
Street Address
600 East Fourth Street
Address Line 2
City State / Province / Region
Charlotte NC
Postal / Zip Code Country
28202 USA
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Dave Homans
4b. Business Name:
S&ME Inc.
4c. Address
Street Address
2016 Ayrsley Town Blvd. Suite 2-A
Address Line 2
City
Charlotte
Postal / Zip Code
28273
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
State / Province / Region
NC
Country
USA
4e. Fax Number:
C. Project Information and Prior Project History U
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Charlotte
2. Project Identification
2a. Property Identification Number: 2b. Property size:
Multiple CSWS Easements 1.63 acres (project area involving JD features)
2c. Project Address
Street Address
Water Oak Rd / Stafford Cr / Emory Ln / Addison Dr
Address Line 2
City
Charlotte
Postal / Zip Code
28211
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
McMullen Creek
3b. Water Resources Classification of nearest receiving water: *
c (11-137-9-5)
3c. What river basin(s) is your project located in?*
State / Province / Region
NC
Country
USA
Catawba

3d. Please provide the 12-digit HUC in which the project is located.
030501030106
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
The project watershed is an urban / suburban residential neighborhood (Cotswold) made up primarily of single family homes as well as the Cortland Cotswold multi -family apartment
community. Project disturbance areas are located within roadside and residential lawn areas, as well as within small wooded fringe areas dominated by invasive vegetation.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW-2021-00053 and DWR No. 20-1634
4f. List the total estimated acreage of all existing wetlands on the property:
0.071
4g. List the total estimated linear feet of all existing streams on the property:
93 LF (94 intermittent, 699 perennial)
4h. Explain the purpose of the proposed project: *
The purpose of the project is to upgrade existing undersized and degraded stormwater infrastructure with structures that are compliant with current engineering requirements. Upgrades
will also address roadway flooding concerns and improve channel conditions in channels that are currently experiencing excessive erosion and threatening adjacent buildings. Channel will
also be daylighted to generate stream habitat along areas where piping was no longer deemed necessary. Please see Table 4-1 in attached Cover Letter for further discussion of project
purpose for individual impact areas.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
Please see able 4-1 in attached Cover Letter for detailed discussion of project impacts to jurisdictional waters. In addition to the the project activities involving jurisdictional features
detailed in the Impact Table, the project will include upgrades to the existing piped system running between Water Oak Rd. and Walker Rd. (see Plan Sheets 6 through 12) and along
Stafford Cr. (Plan Sheet 16) and Addison Drive (Plan Sheets 14 and 15). As the project is improving existing infrastructure, no indirect impacts are likely to occur. Typical construction
equipment and techniques are to be used, including dump trucks, excavators, trench boxes, etc.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
Yes No
Comments:
Request for Jurisdictional Determination was submitted with original PCN in January 2021.
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
SAW-2021-00053
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
Dave Homans
S&ME, Inc.
6a. Is this a phased project? *
Yes No
Ll Unknown
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
This project has previously been approved under previous versions of RGP 163 and the predecessor to GC 4508 (GC 4147). Though full construction of this project was not commenced
prior to the expiration of these permits, some of the proposed project immediately downstream of Sharon Amity Road was partially constructed in association with site work that was
occurring on a residential development immediately adjacent to the project area. These impacts are included in this re -authorization as they are considered part of the same single and
complete project.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries
Open Waters Pond Construction
2. Wetland Impacts
Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition *
2g. Impact
area

WX01
Dredge for flow passage
P
Headwater Forest
Wetland A
No
Both
0.071
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.071
2i. Comments:
2g. Total Permanent Wetland Impact
0.071
See attached Cover Letter. Permanent impacts are conversion impacts, modifying the wetland area into stream channel.
3. Stream Impacts
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
SX01: stabilization
Temporary
Stabilization
Stream 1
Intermittent
Both
2
Average (feet)
64
(linear feet)
S2
SX02: Riprap apron
Permanent
Rip Rap Fill
Stream 1
Perennial
Both
4
Average (feet)
10
(linear feet)
S3
SX02-A: Temporary
construction access
Temporary
Dewatering
Stream 1
Perennial
Both
4
Average (feet)
16
(linear feet)
S4
SX03: Construction
Disturbance
Temporary
Stabilization
Stream 1
Perennial
Both
10
Average (feet)
15
(linear feet)
S5
SX03-A: Pipe Replacement
Temporary
Culvert
Stream 1
Perennial
Both
0
Average (feet)
103
(linear feet)
S6
SX04: Bank Grading / Riprap
refresh
Permanent
Rip Rap Fill
Stream 1
Perennial
Both
12
Average (feet)
22
(linear feet)
S7
SX05: Bank Grading / Matting
Temporary
Bank Stabilization
Stream 1
Perennial
Both
7
Average (feet)
397
(linear feet)
S8
SX06: Riprap Apron, New
Outfall
Permanent
Rip Rap Fill
Stream 2
Intermittent
Both
4
Average (feet)
13
(linear feet)
S9
SX07: Riprap Stabilization at
Outfall
Permanent
Bank Stabilization
Stream 1
Perennial
Both
8
Average (feet)
8
(linear feet)
S10
SX08: Bank Grading, Vane
Installation
Temporary
Stabilization
Stream 1
Perennial
Both
8
Average (feet)
54
(linear feet)
S11
SX08-A: Culvert
Replacement
Temporary
Culvert
Stream 1
Perennial
Both
0
Average (feet)
64
(linear feet)
S12
SX09: Channel Daylighting
Permanent
Relocation
Stream 1
Perennial
Both
12
Average (feet)
176
(linear feet)
S13
SX10: Stabilizing Former
Outfall
Permanent
Stabilization
Stream 3
Perennial
Both
13
Average (feet)
17
(linear feet)
S14
SX11: Outfall Stabilization
Permanent
Bank Stabilization
Stream 3
Perennial
Both
26
Average (feet)
11
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
257
3i. Total stream and ditch impacts:
970
3i. Total temporary stream impacts:
713
3j. Comments:
SEE ATTACHED COVER LETTER FOR FULL DISCUSSION OF PROJECT IMPACTS. Only 23 LF of permanent stream impacts result in loss of
channel bed.
E. Impact Justification and Mitigation
8
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
See attached Cover Letter. Revisions to design plans were made to reduce the extent of riprap fill shown in stream beds. Riprap aprons have been
limited to the extent required for stabilization, and frequently are in locations where riprap is already present. Where possible, natural channel design
techniques have been used for bank and channel grade stabilization.

1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
See attached Cover Letter. During construction, appropriate sediment and erosion control practices equaling those outlined in the most recent version of
the "North Carolina Sediment and Erosion Control Planning and Design Manual" will be used to minimize impacts to the stream. Temporary coffer dams
and a pump-arounds will be used so that work will be performed "in -the -dry".
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
See attached Cover Letter. The proposed project is expected to increase waters and improve the functional values of the waters present. Permanent loss of channel (23 LF) is
substantially exceeded by additional channel that is daylighted (176 LF). Wetland losses are also minimal (less than 1/10th of an acre) and will result in the addition of functional channel;
therefore they would not be considered a loss of waters requiring mitigation. Impacted features have been evaluated with the NC WAM and NC SAM and are considered to have low
functional ratings.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
If no, explain why:
Catawba basin buffers only apply to the main channel of the Catawba River.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
Yes No
Comments: *
Project is a local municipal stormwater improvement project that is not state funded and thus exempt from NEPA/SEPA.
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 project is located in a fully built -out urban area and is upgrading existing infrastructure; as such it will not increase capacity in a way that could result
in additional development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project? *
Yes No 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 No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts? *
Yes No
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS IPaC report and NCNHP report. See attached Cover Letter. No extant element occurrences of federally protected species have been recorded
within a mile of the project site. Habitat present at the site (wooded urban lots, heavily maintained urban yards, riparian areas dominated by invasive
vegetation) is not consistent
with the acceptable habitat for the federally protected plant species that might be present in the project vicinity and no protected plant species or
potential habitat was observed by S&ME biologists during field visits.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
NOAA Essential Fish Habitat Mapper: https://www.habitat.noaa.gov/protection/efh/efhmapper/
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? *
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? *
See attached Cover Letter. North Carolina State Historic Preservation Office HPOWEB GIS Service : http://gis.ncdcr.gov/hpoweb/
No federally recognize historic properties are located within the project vicinity.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? *
Yes No
8b. If yes, explain how project meets FEMA requirements:
Project is being undertaken by the local agency responsible for flood mitigation (Charlotte Storm Water Services) and has been designed explicitly for
the sake of flood alleviation.
8c. What source(s) did you use to make the floodplain determination?*
FEMA National Flood Hazard Layer (NFHL) GIS data for Mecklenburg County.
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
WaterOakPCNResubmittalCoverLetter-Final.pdf 42MB
File must be PDF or KMZ
Comments
See attached Cover Letter for additional regulatory considerations and project discussion.
Signature O
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:
Noah Meador
Signature
Jfoa f "liewdet
Date
2/23/2023

PREPARED FOR:
U.S. Army Corps of Engineers, Charlotte Regulatory Field Office
8430 University Executive Park Drive, Suite 615
Charlotte, NC 28262
PREPARED BY:
S&ME, Inc.
9751 Southern Pine Blvd.
Charlotte, NC 28273
February 13, 2022

February 13, 2022
U.S. Army Corps of Engineers
Charlotte Regulatory Field Office
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
Attention: Sam Dailey
North Carolina Department of Environmental Quality
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Attention: Andrew Pitner
Reference: Pre -Construction Notification/Regional General Permit 163
and General Water Quality Certification 4508
SAW-2021-00053 and DWR No. 20-1634
Water Oak Storm Drainage Improvement Project (SDIP)
Charlotte, Mecklenburg County, North Carolina
Dear Ms. Dailey and Mr. Pitner:
On behalf of Charlotte Storm Water Services (CSWS), S&ME, Inc. (S&ME) is pleased to submit this application for
Department of the Army verification of impacts to Waters of the U.S. in accordance with Regional General Permit
(RGP) No. 163 and Individual 401 North Carolina Water Quality Certification (WQC) as the project exceeds the
thresholds for General Certification (GC) 4508. CSWS will be considered the applicant, and Noah Meador of CSWS
will act as the signatory on the electronic Pre -Construction Notification (PCN) for this project.
The Water Oak Storm Drainage Improvement Project (SDIP) was previously authorized under the U.S. Army Corps
of Engineers (USACE) Action ID SAW-2021-00053 and North Carolina Department of Environmental Quality
Division of Water Resources (NC DWR) No. 20-1634. As the permits pertaining to these authorizations have
expired or been replaced, CSWS seeks reauthorization for this project under current permits.
In addition to the brief project summary provided herein, please find the following enclosed:
Project Figures
Appendix I: 100% Design Plans
Appendix II: Original Preliminary Jurisdictional Determination Package / Site Photographs
Appendix III: Protected Species Documentation
Appendix IV: Cultural Resources Documentation
S&ME, Inc. 1 134 Suber Road I Columbia, SC 29210 1 p 803.561.9024 1 www.smeinc.com S&ME Project No. 22350040E

Pre -Construction Notification/Regional General Permit 163
Water Oak Storm Drainage Improvement Project (SDIP)
I I Charlotte, Mecklenburg County, North Carolina
s
S&ME Project No. 22350040E
If you need additional information or have questions, please contact Dave Homans at 704-900-9394 or
[e-mail].
Sincerely,
S&ME, Inc.
�r f
D. David Homans
Project Scientist
[e-mail]
Chris Daves, P.W.S.
Senior Scientist
[e-mail]
(Documents reviewed and approved by Noah Meador with Charlotte -Mecklenburg Storm Water Services)
February 13, 2022

Pre -Construction Notification/Regional General Permit 163
Water Oak Storm Drainage Improvement Project (SDIP)
Charlotte, Mecklenburg County, North Carolina III
S&ME Project No. 22350040E S
Table of Contents
1.0 Project Information and Description............................................................................1
2.0 Purpose and Need.............................................................................................................1
3.0 Existing Jurisdictional Waters on Site..........................................................................2
4.0 Proposed Impacts to Jurisdictional Waters..................................................................2
5.0 Avoidance and Minimization / Mitigation..................................................................5
6.0 Protected Species and Historical and Cultural Resources........................................5
7.0 Floodplains.........................................................................................................................6
8.0 Additional Regulatory Considerations........................................................................6
List of Tables
Table 4-1: Proposed Project Impacts......................................................................................................... 3
Figures
Appendices
Appendix I —100% Design Plans
Appendix II — Original Preliminary Jurisdictional Determination Package, Including Site Photographs
Appendix III — Protected Species Documentation
Appendix IV — Cultural Resources Documentation
February 13, 2022

Pre -Construction Notification/Regional General Permit 163
Water Oak Storm Drainage Improvement Project (SDIP)
Charlotte, Mecklenburg County, North Carolina III
S&ME Project No. 22350040E S
1.0 Project Information and Description
The proposed project is a neighborhood -wide storm drainage improvement project (SDIP) centered around Water
Oak Road in the Cotswold neighborhood of Charlotte, North Carolina. The project will involve numerous
stormwater infrastructure improvements in an approximately 110-acre watershed, including culvert upgrades and
replacements, rerouting of stormwater piping and structures, daylighting of piped channels, and channel bank
grading, restoration, and stabilization.
A PCN for this project was previously submitted to the USACE and NC DWR on January 5, 2021 and approved
under RGP 163 and GC 4147. This project had been designed with significant input from both USACE and NC
DWR staff. Approvals for this project were issued under USACE Action ID SAW-2021-00053 and NC DWR Id No.
20-1634. Full contracting for construction of this project could not be begin before the expiration of the old RGP
163 and reissuance of the new RGP 163. In this time, GC 4147 was also replaced with GC 4508. Though full
construction of this project was not commenced prior to the expiration of these permits, some of the proposed
project immediately downstream of Sharon Amity Road was partially constructed in association with site work that
was occurring on a residential development immediately adjacent to the project area.
CSWS is resubmitting this PCN for approval under the new RGP 163 that became effective January 1, 2022. The
proposed project has been designed to be in general accordance with GC 4508; as the 500-foot threshold for
natural channel design stabilization, the 150-foot threshold for permanent impacts, and the 500-foot threshold for
temporary impacts established in GC 4508 and been exceeded for this project, CSWS is requesting this project be
approved as an Individual 401 WQC. Though no significant changes have been made to the proposed project
designs since the previous PCN submittal and authorization, the classification of impact types for the project have
been clarified to better indicate consistency with thresholds established in RGP 163 and GC 4508. Additionally
temporary impacts of piped jurisdictional channels associated with culvert replacements have been identified and
a minor area of potential temporary disturbance was added which was not previously identified. Please note that
the proposed jurisdictional impacts for this project meet the special conditions of RGP 163 and fall below the
notification thresholds established therein; as such this PCN is being submitted to the USACE for the record only.
Additional information regarding this project is contained in the body of the electronic PCN application. Refer to
Figure 1 (Vicinity Map), Figure 2 (Topographic Map), Figure 3 (USDA Soil Survey), Figure 4 (Site Overview /
Approximate Waters of U.S.), and Figures 5-8 (Proposed Project Impacts) as well as Appendix 1 (100% Design
Plans) and Appendix II (Original Preliminary Jurisdictional Determination Package / Site Photographs) for
additional site and project design information.
2.0 Purpose and Need
The purpose of the project is to upgrade existing undersized and degraded stormwater infrastructure with
structures that are compliant with current engineering requirements. Upgrades will also address roadway flooding
concerns and improve channel conditions in channels that are currently experiencing excessive erosion and
threatening adjacent buildings. Channel will also be daylighted to generate stream habitat along areas where
February 13, 2022

Pre -Construction Notification/Regional General Permit 163
Water Oak Storm Drainage Improvement Project (SDIP)
Charlotte, Mecklenburg County, North Carolina I I I
S&ME Project No. 22350040E
piping was no longer deemed necessary. Please see Table 4-1 for a further discussion of the purpose and need
for each proposed jurisdictional impact associated with this SDIP.
3.0 Existing Jurisdictional Waters on Site
The project site was delineated by David Homans of S&ME in November of 2020. A request for preliminary
jurisdictional determination was included along with the previously authorized PCN submittal in January 2021
(SAW-2021-00053). The following Jurisdictional Waters were identified on site:
• Stream 1: Approximately 637 linear feet (LF) of potential non -wetland waters; a tributary to Stream 3 and
McMullen Creek. 68 LF of the stream within the project area was determined to be intermittent and 569
LF were determined to be perennial. This is the channel where the majority of the project activity will take
place. The channel was rated "low" quality by the North Carolina Stream Assessment Method (NC SAM).
• Stream 2: Approximately 26 LF of potential non -wetland waters; an intermittent tributary to Stream 1. The
channel was rated "low" quality by the NC SAM.
• Stream 3: Approximately 130 LF of potential non -wetland waters; a perennial tributary to McMullen
Creek. The channel was rated "low" quality by the NC SAM.
• Wetland A: Approximately 0.071-acre potential emergent wetland located at a vegetation and sediment
clogged portion of Stream 1. Wetland A was rated "low" quality by the North Carolina Wetland
Assessment Method (NC WAM).
These features were revisited during a January 20, 2023 field visit and were determined to be substantially similar
to the conditions that were observed at the time of the original PCN submittal. No other potentially jurisdictionaI
features were observed on site. A copy of the Jurisdictional Determination submittal included in the original PCN,
including stream and wetland assessment forms and site photographs, is included in Appendix II.
4.0 Proposed Impacts to Jurisdictional Waters
The proposed project will require impacts to Streams 1, 2, and 3 and Wetland A. Project impacts are shown on
Figure 4 and in the attached 100% Design Drawings in Appendix I. Refer to Table 4-1 on the following pages for
a summary of stream impacts.
Total project impacts include 713 LF of temporary impacts, 234 LF of permanent impact with no loss of stream
bed, 23 LF of permanent impact with loss of stream bed, and 0.07 acres of permanent impacts to Wetland A
associated with wetland conversion to stream channel.
As the proposed project impacts are below the thresholds specified in RGP 163, written notice in the form of a
PCN and written confirmation from USACE is not required, therefore this PCN is being submitted to the USACE
"for the record only". As the GC 4508 threshold of 500 linear feet for temporary impacts and 150 linear feet of
permanent impacts has been exceeded, this PCN is being presented to the NCDWR for authorization under an
Individual Water Quality Certification.
February 13, 2022

Pre -Construction Notification/Regional General Permit 163
Water Oak Storm Drainage Improvement Project (SDIP)
Charlotte, Mecklenburg County, North Carolina
S&ME Project No. 22350040E
Table 4-1: Proposed Project Impacts
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Impact Description
Purpose /Need
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Channel improvements using natural channel design,
The channel is actively degrading which has resulted in substantial erosion along the left
including the installation of new natural plan form channel
back and threatens the foundation of an adjacent residence. The channel transitions from
SX01
Stream 1
20
64
with cross vanes for vertical grade transitions, and bank
a non jurisdictional riprap-lined feature to ajurisdictional channel within the improvement
qradinq and matting
area.
Installation of riprap apron downstream of upgraded pipe
The existing pipe system was causing driveway flooding and did not meet current
SX02
Stream 1
19
10
system
engineering standards. The riprap apron was reduced to the minimum amount needed to
limit the potential for channel degradation.
Temporary construction equipment disturbance and
This area of the channel may be used for access for construction at SX02 and for placement
SX02-A
Stream 1
19
16
placement of temporary sediment and erosion control
of the necessary sediment and erosion control measures. As this area is within the LOD, it
measures
may be used for the placement of temporary impervious dikes.
Construction disturbance and minor bank tie-in associated
An existing undersized 30" RCP is being replaced with dual 42" and 48" culverts which
SX03
Stream 1
5
15
with the installation of a new headwall
necessitates the installation of a headwall and tying the headwall into existing channel
banks.
Temporary impacts to the culverted portion of Stream 1
The existing undersized 30" RCP is being replaced with dual 42" and 48" culverts in order to
SX03-A
Stream 1
5
103
under Sharon Amity Road, associated with culvert
adequately pass storm flow.
upgrades
Bank widening / grading and installation / refresh of a
The pipe system that currently runs between Water Oak Rd. and Walker Rd. is being shifted
riprap apron in an area with existing riprap fill
to outfall downstream of Sharon Amity Rd., rather than into the undersized system running
SX04
Stream 1
5
22
under the apartment complex (which outfalls to Stream 2). This requires additional stream
stabilization and additional stream capacity.
Bank grading, matting and seeding for improved
Bank grading is proposed in areas where banks are currently unstable, and also to increase
stabilization and additional flow capacity
channel flow capacity where storm outfalls have been shifted upstream. Some of this
SX05*
Stream 1
17
397
grading has already occurred as a part adjacent construction, but additional regrading will
be required.
Installation of riprap apron
The outfall into Stream 2 was perched and actively degrading the channel. A manhole and
new outfall has been installed to eliminate this perching, and a riprap apron was installed
SX06*
Stream 2
17
13
to dissipate storm flows and discourage further downcutting. This impact has been
completed and is included for the sake of calculating totals as these completed impacts are
a part of the overall project. No additional impacts are requested.
Installation of riprap stabilization along banks at upgraded
In order to dissipate storm flows at the outfall of an upgraded storm system, riprap
SX07
Stream 1
16
8
outfall (no riprap fill in bed of stream)
stabilization will be installed along the bank containing the outfall pipe, as well as on the
opposite bank. Riprap will not be added to the bed of the stream.
February 13, 2022

Pre -Construction Notification/Regional General Permit 163
Water Oak Storm Drainage Improvement Project (SDIP)
Charlotte, Mecklenburg County, North Carolina
S&ME Project No. 22350040E
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Bank grading and installation of cross vane and base flow
In order to alleviate road flooding at Emory Ln., an undersized pipe system is being
diversion bench (natural channel design)
replaced with a double 5'X7' and 3'X7' box culvert. The lowering of the inlet invert requires
SX08
Stream 1
4
54
the installation of a cross vane for effective grade transition. Additionally, a diversion berm
will be installed to direct flow at the lower -elevation culvert and the channel will be
widened to properly transition into the new culvert.
Temporary impacts to the culverted portion of Stream 1
In order to alleviate road flooding at Emory Ln., an undersized pipe system is being
SX08-A
Stream 1
4
64
under Emory Lane, associated with culvert upgrades
replaced with a double 5'X7' and 3'X7' box culvert, in addition to daylighting a portion of
the piped system (see impact SX09)
Daylighting of previously piped system (former piped
As the existing pipe system is undersized and no longer necessary due to floodplain buy-
SX09
Stream 1
4
176
system to be removed)
outs in the area, the culvert under Emory lane is now proposed to outfall into a daylighted
section of channel. The existing pipe system will be removed.
Installation of riprap bank stabilization at location of
Riprap is proposed to stabilize backfill that will be placed in the location of the former pipe
SX10
Stream 3
4
17
removed outfall on the right bank
outfall.
Installation of riprap bank stabilization at new outfall
The new outfall is proposed to redirect and reduce flow in an existing undersized storm
SX11
Stream 3
13
11
system located along Addison Drive while helping to alleviate road flooding in the area.
Dredging / excavation of a channel within the wetland in
Excessive sedimentation and associated vegetation growth within Stream 1 has resulted in
order to reestablish channel habitat and allow proper flow
the formation of Wetland A, where a clear central channel is not consistently present.
WX01*
Wetland A
5 & 17
0.07
passage.
Dredging of this sediment is necessary to properly transition from modified upstream
grades, as well as to increase channel capacity where storm system outfalls have been
shifted upstream. Limited grading has already occurred as a part adjacent construction,
but additional regrading and dredging will be required.
Totals 1 713 1 234 1 23 1 0.07
GC 4508 Threshold
500
150
150
0.10
RGP 163 Threshold
1,000
500
150
0.10
* Construction efforts associated with these impacts were begun as a part of adjacent land development as they had been authorized under the previous PCN submittal and approval. Impact SX06 has been completed while SX05 and WX01 will require additional work
to be completed at the time of construction for the remainder of the SDIP. These impacts are included in this table as they are considered part of the same single and complete project requesting authorization and are thus included in threshold totals.
February 13, 2022 4

Pre -Construction Notification/Regional General Permit 163
Water Oak Storm Drainage Improvement Project (SDIP)
Charlotte, Mecklenburg County, North Carolina III
S&ME Project No. 22350040E S
5.0 Avoidance and Minimization / Mitigation
The project was designed to reduce flood risk and improve bank conditions while minimizing the disturbance to
adjacent areas. Natural channel design principles were utilized where possible to improve bank conditions and
limit bank erosion. Where possible, pipe channels were daylighted creating new aquatic habitat rather than
replacement with new culverts. Impacts to stream areas in the vicinity of culvert replacements were limited to the
minimum amount needed to safely conduct repairs and install riprap aprons. Outfall impacts were limited to the
minimum amount necessary, and where possible (such as SX07) riprap will not be included in the channel bed.
Additionally, changes to the structures of larger culverts were made to maximize aquatic life passage under
advisement from NC DWR staff, such as internal culvert baffle redesigns made to establish a consistent baseflow
channel in the culvert under Emory Lane and through the downstream portion of the daylighted channel.
During construction, appropriate sediment and erosion control practices equaling those outlined in the most
recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" will be used to
minimize impacts to the stream. Temporary coffer dams and a pump around will be used so that work will occur
"in -the -dry", and the pump around has been designed to minimize impact to adjacent areas. Tree protection will
be used to avoid impacts to trees that are not required to be cut within the project area.
The proposed project results in significantly less than 150 LF of permanent loss of stream bed and less than 0.1
acre of wetland loss, the typical thresholds of impact typically requiring mitigation. Additionally, project activities
have been designed to improve the functional values of the waters present and the permanent loss of channel (23
LF) is substantially exceeded by additional channel that is daylighted (176 LF). As such, no additional
compensatory mitigation should be required for this project.
6.0 Protected Species and Historical and Cultural Resources
To comply with applicable sections of the Endangered Species Act of 1973 (16 USC 1531-1543, S&ME performed
a North Carolina Natural Heritage Program (NCNHP) Database review to identify are species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project within a mile radius
of the project boundary. Additionally, the U.S. Fish and Wildlife Service (USFWS) IPaC (Information for Planning
and Consultation) online service was used to generate a list of federally protected threatened or endangered
species which may be present in the project area (See Appendix III).
The NCNHP review indicated that no extant populations of federally protected species were present within a one -
mile radius of the project. The USFWS IPaC review identified the following species that may be in the project area
with current federal protections:
Michaux's sumac — Rhus michauxii (Endangered)
Smooth coneflower— Echinacea laevigata (Endangered)
Schweinitz's sunflower - Helianthus schweinitzii (Endangered)
February 13, 2022

Pre -Construction Notification/Regional General Permit 163
Water Oak Storm Drainage Improvement Project (SDIP)
Charlotte, Mecklenburg County, North Carolina I I I
S&ME Project No. 22350040E
Typical habitat for the three plant species listed is substantially different that the habitats present on site such as
maintained lawns and riparian areas dominated by invasive vegetation. Furthermore, no species superficially
similar to any of these species were observed on site during a November 2020 field review; as such, the project
was determined to have no effect on these species.
In order to determine consistency with the Section 106 of the National Historic Preservation Act, a 1-mile radius
around the project site was reviewed for known historic properties using the NC State Historic Preservation Office
(NC SHPO) HPOWEB online mapping tool (See Appendix IV). No properties or districts that were listed in or
determined eligible for the Nation Register of Historic Places were identified within this radius. Additionally, as
the project area occurs largely within the footprint or directly adjacent to existing stormwater infrastructure, it is
unlikely to encounter unidentified archeological resources.
7.0 Floodplains
According to the Federal Emergency Management Agency's Flood Insurance Rate mapping, a portion of the
downstream end of the project is located within the FEMA 100-year floodplain as shown in the attached Figure 4.
These areas include impacts SX08, SX09, SX10, and SX11. These impacts do not result in significant new fills within
the floodplain and will not result in an increase in flood elevations. Furthermore, this project is being undertaken
by the local agency responsible for flood mitigation (Charlotte Storm Water Services) and has been designed
explicitly for the sake of flood alleviation.
8.0 Additional Regulatory Considerations
Culvert replacements and upgrades within jurisdictional channels have been specifically designed with internal
baffles and low -flow channels to meet aquatic life passage requirements in instances where the culverts are not
connected to extensive upstream pipe networks. In -channel stabilization features have also been designed to
meet minimum aquatic life passage requirements. Culverts have been designed to not restrict the flow of waters
of the U.S. and to allow passage of flood flows while maintain base flow channels.
All jurisdictional features impacted by this project are classified as low current functional value by NC WAM and
NC SAM metrics. None of the proposed impacts associated with the project occur in special designated waters or
unique wetlands, or waters protected by state buffer regulations.
The proposed project is not part of a compensatory mitigation project; though daylighted channel is being
created by this project, no compensatory mitigation credit generation is requested. No aspect of this project
involves construction of culverts for the purpose of creating high ground at the request of a property owner.
Natural channel design principals has been used to the maximum extent practicable for this project, and riprap
use has been minimized to the maximum extent practicable.
February 13, 2022

Project Figures:
Figure 1 —Vicinity Map
Figure 2 — USGS Topographic Map
Figure 3 — USDA Soil Survey Map
Figure 4 — Site Overview / Approximate Waters of U.S.
Figures 5-8 — Proposed Project Impacts

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0
REFERENCE: USGS TOPO USA STREAMING DATASET
BASE MAPPING OBTAINED FROM ESRI / THE NATIONAL MAP. THIS MAP IS FOR
INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED.
THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
Sardis Rt N
der .4
as
APPROXIMATE PROJECT WATERSHED
SITE VICINITY
SCALE:
1 " = 1 miles
WATER OAK STORM DRAINAGE IMPROVEMENT PROJECT
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
DATE:
1-23-23
PROJECT NUMBER
22350040E
FIGURE NO.
1
J

REFERENCE: USGS TOPO USA STREAMING DATASET
BASE MAPPING OBTAINED FROM ESRI / THE NATIONAL MAP. THIS MAP IS FOR
INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED.
THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
USGS TOPOGRAPHIC MAP
WATER OAK STORM DRAINAGE IMPROVEMENT PROJECT
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
SCALE:
1 " = 2,000 '
DATE:
1-23-23
PROJECT NUMBER
22350040E
FIGURE NO.
2

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percent slopes 9°0
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percent slopes `
N
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slopes
t\
MO: Monacan loam, 0 to 2 percent °`� CL-D` . m
slopes, frequently flooded
V
s REFERENCE: USDA SOIL SURVEY GEOGRAPHIC (SSURGO) DATA �c Q APPROXIMATE PROJECT WATERSHED
a SOILS DATA OBTAINED FROM THE USDA WEB SOIL SURVEY ON 12/6/2020. THIS MAP IS FOR
INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. jt Poo PROJECT IMPACT AREAS
THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
0
SCALE: FIGURE NO.
USDA SOIL SURVEY 1 " = 600 '
DATE:
I I 1-23-23
WATER OAK STORM DRAINAGE IMPROVEMENT PROJECT PROJECTNUMBER
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA 22350040E

sn o n P +6 7m7 77 fnnanr rfi, nr rh
L
I
04L
052
Ruh
STREAM 1
Potential Non -Wetland Water
68 LF Intermittent Within Project Area
569 LF Perennial Within Project Area
REFERENCE: 2023 AERIAL PHOTOGRAPH
GIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY AND DURHAM COUNTY
/ NEARMAP. TWO FOOT CONTOURS WERE DERIVED FROM 2017 LIDAR DATA. THIS MAP IS
FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE
APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED
OTHERWISE.
17, TLC' 'P
SEE FIG. 5
WETLAND A
Potential Wetland
Emergent Vegetation
0.071 Acres Within Project Area
Ba r-wick=Rd
Gaynor
JURISDICTIONAL WETLAND
Y--- JURISDICTIONAL STREAM (INTERMITTENT)
Y--- JURISDICTIONAL STREAM (PERENNIAL)
PROJECT AREAS INVOLVING JURISDICTIONAL FEATURES
IMPACT MAP FRAMES
DESIGN PLAN SHEET LOCATIONS
APPROXIMATE PROJECT WATERSHED
C_ _ _ 1 FEMA 100-YEAR FLOOD ZONE
STREAM 2
Potential Non -Wetland Water
26 LF Intermittent Within Project Area
SHEET 64
STREAM 3
Potential Non -Wetland Water
130 LF Perennial Within Project Area
SHEET 15
SHEE,
i
WATER OAK STORM DRAINAGE IMPROVEMENT PROJECT
SCALE:
1"=400'
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
DATE:
2-8-23
PROJECT NUMBER
22350040E
FIGURE NO.
4

x 15"RCP.. STREAM ASSESSMENT POINT
aE OASEWER PIPE. . .. -_ -_ -- _ : _� _ —.
EXISTING CULVERTS
Q
(RrmaVE)
RETAIIV (I
RETAIN RETA1n
GRAD
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SEEE,
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I31 CON57R
\ CGN$TR
EASEM6
PROPS
nnle Rocid 1I 1
WATER,OAK-RD TAIN _ - EXISTING STREAM BANKS
`- ---- NON -JURISDICTIONAL DRAINAGE
REPLA ZB f - - - - JURISDICTIONAL STREAM (INTERMITTENT)
OF CONC 2 _,g
.CURB &GUTTER D
-r
IP J~--- JURISDICTIONAL STREAM (PERENNIAL)
l2EPL:LCE t0 $Y [7E CQNCRE DE.1Q,1—
? PERMANENT IMPACT (LOSS OF CHANNEL BED)
REPLACE CONCRErt -v - - RETAIN
-44HEEL4tAIRRAUF - TEMPORARY STREAM IMPACTS INCLUDING STREAM ENHANCEMENTS � � _ - _.I.
WALK R -
SIDE -
I $ITS STREAM IMPACT SX01
PROJECT AREAS INVOLVING JURISDICTIONAL FEATURES
' I --' 64 LF of Temporary Impact to Stream 1 - -
( °3
z.RENJ UINS eA <R
Due to channel enhancements including a new natural channel—
S,�s 9° s]Aa�as
design channel; regrading, matting, and installation of cross
J ;
h
vanes to prevent erosion and property damage
(See Plan Sheet 20)
Headcut
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DN TEUCRE TU. SEE ,SHEETS DI D2
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[}I LINE. — SHEE7S Dt D2-
it
REFERENCE: 2019 AERIAL PHOTOGRAPH
GIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY. TWO FOOT CONTOURS WERE DERIVED FROM 2017
LIDAR DATA. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE
APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
STREAM IMPACT SX02-A
16 LF of Temporary Impact to Stream 1
Due to construction disturbance and
temporary erosion control measure installation
(See Plan Sheet 19)
N'
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—�—---y---Y—_ \t
• .0 Z
'
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i
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[ STREAM IMPACT SX02 z
3 10 LF of Permanent Impact
- (Loss of Channel Bed) to Stream 1
Due to installation of riprap apron
(See Plan Sheet 19)
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SCALE:
1"=40'
DATE:
2-8-23
PROJECT NUMBER
22350040E
I[ell].»►[t
5

STREAM ASSESSMENT POINT
M` O UPLAND DATA POINT
oo¢
1 ��i� •� �_, � -_, 11 err,>�,_ •`�.�� _ � � WETLAND DATA POINT aoi EXISTING CULVERTS E
f ;" STREAM IMPACT SX03
E=Yg '1 15 LF of Temporary Impacts to Stream 1 EXISTING STREAM BANKS
Due to minor temporary construction disturbance and JURISDICTIONAL WETLAND
If bank grading associated with installation of new headwall JURISDICTIONAL STREAM (INTERMITTENT)
"' j . _ ! (See Plan Sheet 05) {
>---- JURISDICTIONAL STREAM (PERENNIAL)
1 I� STREAM IMPACT SX03-A PERMANENT IMPACT (LOSS OF CHANNEL BED)
' - 103 LF of Temporary Impacts ___..
i o porar Y p acts to the PERMANENT IMPACT (NO LOSS OF CHANNEL BED)
Culverted Portion of Stream 1 TEMPORARY STREAM IMPACTS (INCLUDING STREAM ENHANCEMENTS)
"gA°o �" z Due to culvert replacement
f 1-�i 1 w( (See Plan Sheet 05) PROJECT AREAS INVOLVING JURISDICTIONAL FEATURES w z
STREAM IMPACT SX06 WETLAND IMPACT X o 0
Q
13 LF of Permanent Impact H
MIL3u�' Z
(Loss of Channel Bed) to Stream 2.,w U 9Uj
JA gR T — a s r Due to installation of riprap apron � O
t
(See Plan Sheet 17) O
W-"mi.b� :..w'�,.i {3newaak • $2 e+a ais, PA+Z
*Impacts
)•�� �� �4 ,�„ ,an,� �' Impacts were completed under previous ��a.s a Y E- z
authorization in association with Ln
CD Lu 0
adjacent sitedevelopment X
adi
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1 n ��♦
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Ld
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STREAM IMPACT SX04 - 3fl a 335 y�.e„ s d�, a,�..c s w
22 LF of Permanent Impact (No Loss of w g� a Y1SNI"N� rN,� 3. ��� 0-4` 3-- Q
Channel Bed) to Stream 1m _
- s �� q. �iaa��3 oNno�naa"n sa3,e Aa im U
Due to bank grading and installation / refresh �s. j - us.:•:
° of riprap apron in existing riprap fill area
(See Plan Sheet 05) w WETLAND IMPACT WX01
- STREAM IMPACT SX05* *'
7„�= N 0.071 Acres of Permanant Impact (Dredge) to Wetland A 397 LF of Temporary Impact to Stream 1
G I oo Due to channel dredging to reestabish
> N Due to channel ehancements including •46
�_ I 2 channel habitat and add additional flow capacity- , tr
Q
Will result in the addition of 130 LF of stream channel bank grading /matting for improved i
stabilization and additional flow capacity
z (See Plan Sheets 05 and 17)',
'-
ry *Impacts were partially completed under previous authorization *- �: f ;r•. SCALE:
Q Impacts were partially completed under
= I in association with adjacent site development 'i' r 1 " - 50 '
cn previous authorization in association with '• '�
z
I adjacent site development . •RL..' f. DATE:
2-8-23
i PROJECT NUMBER
22350040E
FIGURE NO.
REFERENCE: 2019 AERIAL PHOTOGRAPH
GIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY. TWO FOOT CONTOURS WERE DERIVED FROM 2017 '�_ !t
LIDAR DATA. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE 0 50 100
APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. (FEET) 4,,� 6

STREAM IMPACT SX08
54 LF of Temporary Impacts to Stream 1
Due to channel enhancements including bank
t grading and installation of cross vane and
base flow diversion bench
r: (See Plan Sheet 04)
STAFFORD CR
P
-44
Y �1
1
STREAM IMPACT SX08-A
64 LF of Temporary Impacts to the
Culverted Portion of Stream 1
Due to culvert replacement
(See Plan Sheet 04)
ry .
REFERENCE: 2019 AERIAL PHOTOGRAPH
GIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY. TWO FOOT CONTOURS WERE DERIVED FROM 2017
LIDAR DATA. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE
APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
1
EXISTING CULVERTS
EXISTING STREAM BANKS
"----JURISDICTIONAL STREAM (PERENNIAL)
�Y
1 CHANNEL DAYLIGHTING (PERMANENT IMPACT, NO LOSS OF BED)
PERMANENT IMPACT (NO LOSS OF CHANNEL BED)
TEMPORARY STREAM IMPACTS (INCLUDING STREAM ENHANCEMENTS)
'y7vf PROJECT AREAS INVOLVING JURISDICTIONAL FEATURES
STREAM IMPACT SX09
176 LF of Permanent Impact (Pipe Daylighting,
1%
No Loss of Channel Bed) Along Stream 1
Due to daylighting of previously piped system
(former piped system to be removed)
(See Plan Sheet 04)
� ;� � • .^��.,,•,•,,......,-,••^.��.-•,-^-r,^'"'`�•,.. Y .� i�. � � , fry � .
t" ,4 -'."sir-,� �..ti�..,..,.,.,....w,v.,w.r..,.a., '+".,� %� ..,»...,.^•...,,^^•""•,",` ��.,. ^".a-...."^"' ;pESS ' t ♦ "'�
� ;� ... ;�� �.,., • agar � � �,-.•,,�.... �'-�."".,"`' {- ��.:,.p�...-''"'� r_ � � �.T � �1 �'
14% AI
- n3� X3ti�+► 1
STREAM IMPACT SX10
17 LF of Permanent Impact (No Loss of
Channel Bed) to Stream 3:
Due to installation of riprap bank
stabilization at location of former outfall
(See Plan Sheet 04)
r
,rt
30
= VP
III
F Q
w z
uf uf
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Z =
w
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SCALE:
1"=30'
DATE:
2-8-23
PROJECT NUMBER
22350040E
I[ell].»►[t
7

PROJECT AREAS INVOLVING JURISDICTIONAL FEATURES
416
y Em1 •4)! 'r EXISTING CULVERTS
/* j ��r EXISTING STREAM BANKS E
13 >%f8D S III_
�. >--- JURISDICTIONAL STREAM (PERENNIAL)
♦ � 01 !Sdi:D -{ PERMANENT IMPACT (NO LOSS OF CHANNEL BED)
or
STREAM IMPACT SX07 '��`�'`�'
8 LF of Permanent Impact (No Loss of }; ,'ia2 ��c�.:. �'S T
p �� ,3 ,r*!P,� ia, S O Lr_
Channel Bed) to Stream 1'!�a 4F�4&�,y
o 'ot Safi.:)�"f►1 � r 5 g ) ' oL r. {/ ti;.
Due to installation of riprap stabilization along banks WIv�r ��, •+;j c� df ��
at upgraded outfall (no riprap fill in bed of stream)
(See Plan Sheet 16) ^ ,1.: �1Y�4 �J �n �:•� ..`\ ~ U w i � J
c!� Q
If
w
1�=
f+l .4 � \ � I � �.. � �
'S' ♦♦:: t� £�:!$ O1 • .-. �� `ASS w O
a
♦ \ STREAM IMPACT SX11 J� �`� Y 1 ~` Q
# r ♦� # •Rj 11 LF of Permanent Im act (No Loss of �; 1 � � � r` �` � '''' � m
�'[1F JU31 ♦LU
C— �� irJ p 1� A v p z
Channel Bed) to Stream 3 r
$ O ¢ O ,,,
c �+ ♦ NLLIS Due to installation of riprap bank LU
___-� *"�' J♦�`� stabilization at new outfall �y`c'• N
b` O w
♦� k3y A (See Plan Sheet 13) ��{ ��a \ QO
LJ
,y 1
s m
7 .�, ��, ♦, t i * yY ..A �, ( C�s`fj
STJ
NOl%v136, 1 �4
� vZr) %33HS 3 * ,' r ~ ' s I! SCALE:
L
r ,rf
' 9 DATE:
1-24-23
1 PROJECT NUMBER
' 22350040E
SCF13
FIGURE NO.
REFERENCE:2019 AERIAL PHOTOGRAPH + R f
GIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY. TWO FOOT CONTOURS WERE DERIVED FROM 2017IL
�►
LIDAR DATA. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE 0 20 40 Q
APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
r' S JL(FEEf

Appendix I -100% Design Plans

INDEX OF SHEETS I I PE SEAL I CONVENTIONAL SIGNS
CoverSheet......................................................................................... 1
General Notes and Details................................................................. 2
Storm Drainage Summary Table
................................................. 3-3C
Plan& Profile................................................................................
4-20
Details........................................................................................... D1-D3
Pavement Plans...................................................................... PP1-PP2
Traffic Control Plans ...................................................... TCP1-TCP7
Pavement Marking Plan...............................................................
PM1
StructuralDetails...................................................................
SDI-SD8
Erosion Control................................................................. EC1-EC14
CrossSections............................................................................. XI-X4
Sidewalk Ramp Details .............................................
RAMP1-RAMP3
LandscapingPlan...........................................................................
L-1
CLTWater Utility Plans............................................................
U1-U7
TOTAL SHEETS 73
VICINITY MAP
NTS
Walker oad _.)
CHARLOTTE,.
STORM WATER SERVICES
Construction Plans of Proposed
Water Oak Storm Drainage Improvement Project
Project No. 671-12-007
Proiect Features:
THIS PROJECT CONSISTS OF: GRADING, DRAINAGE PIPE & STRUCTURES,
PAVING, CONCRETE WORK, CHANNEL IMPROVEMENTS
& UTILITY RELOCATIONS
NAD 83 / NA- 88
.z
•D��N CARol •,
•...... /'J •.
�� •�F _S S 1066
• SEAL =
dp
00
� • VL7Jo`iY� _
yti� B� •
6/28/2021
Record Drawings
Existing Property Line ................................... - - - -
Maintained as R/W Line ................................ — — —
Existing Structures .........................................
Proposed Edge of Pavement ..........................
Fence................................................................ x
Sanitary Sewer Easement ............................... _ SSE SSE -
Temporary Construction Easement ............. e e
Sidewalk/Utility Easement ........................... SUE SUE
Storm Drainage Easement ............................
Permanent Utility Easement .......................... - PUE
Existing Easement .......................................... E
Existing Gas Line ...........................................
Existing Water Line .......................................
Existing Sanitary Sewer ................................
Existing Underground Telecommunications
SDE SDE
PUE
G
G
W
W
SS
SS
UT UT
Existing Underground Electric ..................... UE
UE
Proposed Underground Utility ...................... uu
UU
Proposed Overhead Utility ............................. oU
oU
Proposed Water Line ...................................... W
W
Proposed Sanitary Sewer ............................... SS
SS
Existing Storm Drainage
Proposed Storm Drainage .............................
Existing Tree°
•
Existing Shrub .........................................................................................
ExistingWater Meter.............................................................................
WM
❑
WV
ExistingWater Valve............................................................................. >a
ExistingGas Valve.................................................................................
GV
>a
Existing Sanitary Sewer Manhole
S
Proposed Sanitary Sewer Manhole .......................................................
S
Existing Storm Drain Manhole
Proposed Storm Drain Manhole........................................................... •
Existing Telephone Manhole T .................................................................
Proposed Telephone Manhole T
...............................................................
Existing Telephone Handhole ...............................................................
H H
Existing Electric Manhole
E
Proposed Electric Manhole
E
ExistingCatch Basin..............................................................................
Proposed Catch Basin............................................................................
Proposed Double Catch Basin............................................................ 0
ExistingLight Pole.................................................................................
ProposedLight Pole................................................................................
ExistingUtility Pole.................................................................................a
GuyWire............................................................................................ __<
Proposed Utility Pole...............................................................................W
W �
IronPin....................................................................................................
ExistingFire Hydrant............................................................................ .
SProposed Fire Hydrant..........................................................................
ExistingDrop Inlet..................................................................................0
a
ProposedDrop Inlet................................................................................ ❑�
SURVEY PREPARED BY: CONTAINS Accessible Ram wcR
SENSITIVE CHARLOTTE WATER Tree Protection
CITY OF CHARLOTTE SURVEY-MAPPING-GIS FROM
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR
THIS PROJECT IS BASED ON STATE PLANE COORDINATES
ESTABLISHED BY: MULKEY GPS CONTROL POINT 104
WITH NAD 83(2011) STATE PLANE COORDINATES OF
NORTHING:521744.6487 EASTING:1466826.6343 ELEVATION 667.006
THE AVERAGE COMBINED GRID FACTOR USED ON THIS
PROJECT (GROUND TO GRID) IS: 0.99984382
VERTICAL DATUM: NAVD 88
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL
\ DISTANCES. DATE RANGE OF SURVEY:02/15/2011 TO 10/22/201IJ
PLANS PREPARED BY:
Charlotte Mecklenburg
01,
Service
iT
NV5 ENGINEERS & CONSULTANTS, INC.
7500 E. INDEPENDENCE BLVD, STE 100
CHARLOTTE, NC 28227
P:704.537.7300 www.NV5.com
LOCATION MAP
NTS
Knowrrharg below.
Call beWe you ai%
2018 NCDOT STANDARD SPECIFICATIONS
GRAPHIC SCALES
20 40 60
Plan View .................
20 40 60
Horz. Profile ............
4 8 12
Vert. Profile .............
5 10 15
Cross Section ...........
100% DESIGN SUBMITTAL
RECOMMENDED
FOR CONSTRUCTION
Contract Administration
Storm Water Construction
Landscape Management
Utility Coordinator
CDOT - Design
CDOT - Implementation
CLTWater
Storm Water - Water Quality
Proposed Guardrail...................................................................
SiltFence.....................................................................................
Proposed Curb & Gutter, Cone. Drive, Sidewalk
Proposed Asphalt Mill and Replace .......................................... 0
0
Proposed Rip Rap Ditch.............................................................
ProposedGravel........................................................................... o
Proposed Full Depth Asphalt Replacement ................................
�h
CHARLOTTE
STORM WATER SERVICES
APPROVED
Bid Set No.
NC License # F-1333
formerly CALYX Engineers & Consultants
Storm Water Project Manager
STORM WATER SERVICES DATE

GENERAL NOTES
PROPOSED CURB ELEVATIONS:
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO
ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN
EXISTING PAVEMENT, UNLESS OTHERWISE NOTED.
DRIVEWAYS AND SIDEWALKS:
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION
JOINT. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY:
• CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE (3600 PSI).
• ASPHALT - (COMMERCIAL) TWO INCH SF9.5B COURSE AND FOUR INCH 119.013
INTERMEDIATE COURSE.
(RESIDENTAL) TWO INCH SF9.5B COURSE AND FOUR INCH AGGREGATE
BASE (ABC) COURSE.
• GRAVEL - SIX INCH INCIDENTAL STONE (UNLESS OTHERWISE NOTED ON THE PLANS).
SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS,
PER CITY STD. NO. 10.22.
CROSS SLOPES ON SIDEWALKS SHALL NOT EXCEED 2.0%.
RUNNING SLOPES ALONG SIDEWALKS SHALL NOT EXCEED 5.0%, OR THE ADJACENT
ROADWAY SLOPE AS MEASURED AT THE GUTTER PAN, WHICHEVER IS GREATER.
A TURNING SPACE (LANDING) SHALL BE PROVIDED AT ALL LOCATIONS WHERE A
PEDESTRIAN MIGHT TURN TO CHANGE DIRECTION OF TRAVEL. THE LANDING SHALL BE A
MINIMUM OF 4 FEET BY 4 FEET, UNLESS NOTED BY THE ENGINEER. TYPICALLY LANDING
DIMENSIONS WILL MATCH SIDEWALK WIDTH. THE LANDING ALSO SHALL NOT EXCEED 2.0%
SLOPE MEASURED PERPENDICULAR TO THE ROADWAY. THE LANDING ALSO SHALL NOT
EXCEED 2.0% OR ADJACENT ROADWAY SLOPE, WHICHEVER IS GREATER, MEASURED
PARALLEL TO THE ROADWAY.
A CROSS SLOPE TRANSITION PANEL MAY BE REQUIRED WHERE PROPOSED SIDEWALK MEETS
EXISTING SIDEWALK WITH A CROSS SLOPE GREATER THEN 2.0%. THE TRANSITION PANEL
SHALL NOT EXCEED 2.0% ON THE SIDE OF THE PROPOSED SIDEWALK AND/OR RAMP, AND
SHALL MATCH THE EXISTING CROSS SLOPE ON THE SIDE OF THE EXISTING SIDEWALK.
DRAINAGE STRUCTURES:
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS.
STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES
AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. PIPE AND
BOX CULVERT LENGTHS ARE REPORTED IN THE CONSTRUCTION DOCUMENTS FROM CENTER
OF STRUCTURE TO CENTER OF STRUCTURE, INCLUDING TRANSITIONS, HORIZONTAL AND
VERTICAL BENDS. ALL PIPES SHALL BE RCP CLASS III, UNLESS OTHERWISE NOTED.
WEEP HOLES ARE TO BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. IF REQUIRED,
WEEP HOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 3 OF THE STRUCTURE. ATTACH
HARDWARE CLOTH (ALUMINUM OR GALVANIZED STEEL NO. 4 WIRE REINFORCEMENT) TO
THE OUTSIDE OF THE STRUCTURE WITH HEAVY DUTY CONSTRUCTION ADHESIVE OVER THE
WEEP HOLE. PLACE A POROUS FABRIC BAG FILLED WITH ONE CUBIC FOOT OF NO. 78M
STONE AT EACH WEEP HOLE AGAINST THE HARDWARE CLOTH. THERE WILL BE NO
SEPARATE PAYMENT FOR THIS WORK.
UTILITIES:
UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE
HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR
COMPLETENESS OF UTILITY INFORMATION.
PRIOR TO CONSTRUCTION AND VIA THE CITY UTILITY COORDINATOR AND CITY INSPECTOR,
THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITIES AFFECTED TO DETERMINE
UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE
CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD
THE CITY HARMLESS FOR ANY THIRD -PARTY INCONVENIENCE CREATED BY WORK OF HIS
OWN FORCES OR THAT OF HIS AGENTS. ANY DAMAGES INCURRED SHALL BE THE
CONTRACTORS FINANCIAL RESPONSIBILITY.
AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER
LINES ONLY. ALL OTHER ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE
VARIOUS UTILITY OWNERS. VIA THE CITY UTILITY COORDINATOR AND CITY INSPECTOR, THE
CONTRACTOR SHALL COORDINATE WORK WITH UTILITY OWNERS SO AS NOT TO ADVERSELY
AFFECT THE PROJECT SCHEDULE. THE CITY WILL NOT BE HELD RESPONSIBLE FOR ANY
DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY OWNERS. THE
CONTRACTOR SHALL STAY A MINIMUM OF 5 FEET AWAY FROM ALL UTILITY POLES.
FOR UTILITY LOCATES CALL NORTH CAROLINA ONE -CALL @ 1-800-632-4949.
WARNING: OVERHEAD UTILITIES. UNLESS OTHERWISE NOTED FOR RELOCATION, THE
CONTRACTOR IS TO WORK UNDER ALL EXISTING OVERHEAD UTILITIES.
THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER
VAULTS TO FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS
SHALL BE INSTALLED WITHIN CONCRETE BOXES.
GAS LINES WILL BE ADJUSTED/RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS. VIA THE
CITY UTILITY COORDINATOR AND CITY INSPECTOR, THE CONTRACTOR SHALL CONTACT PIEDMONT
NATURAL GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION.
EXISTING SANITARY SEWER AND WATER LINE:
THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER
LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL
IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE
CONTRACTOR SHALL REPLACE SANITARY SEWER AND/OR WATER LINE, WITH A MINIMUM TEN
FOOT SECTION OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO FEET OF SAID
LINES, VERTICALLY OR HORIZONTALLY.
SUBSURFACE PLANS
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR MAY MAKE
HIS OWN INVESTIGATION TO DETERMINE SUBSURFACE CONDITIONS.
MAIL BOXES:
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107-11 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH
THE U.S. POSTAL SERVICE.
FENCES:
THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR AS
DIRECTED BY THE ENGINEER.
GENERAL NOTES
TREES, SHRUBS, AND HEDGES:
THE CONTRACTOR SHALL REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE LIMITS OF DISTURBANCE
UNLESS SHOWN ON THE PLANS TO BE PROTECTED AND THOSE THAT FALL WITHIN THE TREE PROTECTION
BARRIERS. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER OR OTHER
APPROVED METHOD IN ACCORDANCE WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE
CONSTRUCTION STANDARDS. PRUNING SHALL BE PER THE LATEST STANDARD OF THE LANDSCAPE
CONSTRUCTION STANDARDS MANUAL (TYP.) USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO
PROPOSED CURB & GUTTER OR SIDEWALK. USE CLD STD. 40.11 FOR BRIDGING TREE ROOTS. TREES
SPECIFIED BY THE PLANS TO HAVE ASPHALT CURBING MUST USE CLD STD. 40.13. TREE PROTECTION
SHALL BE IN ACCORDANCE WITH CLD STD. 40.02 AND WITH SECTION 1000 OF THE CITY OF CHARLOTTE
LANDSCAPE CONSTRUCTION STANDARDS. WHEN THE TREE IS CLOSE TO THE WORK AREA TREE PROTECTION
CLD STD. 40.12 SHALL BE USED.
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO REMOVING ANY TREES. IN ADDITION,
ALL TREES LOCATED WITHIN THE LOD THAT ARE TO REMAIN AFTER CONSTRUCTION SHALL BE INSPECTED
BE THE CITY TO VERIFY THEY ARE SUITABLE TO REMAIN.
FOLLOWING CONSTRUCTION STAKING THE PROJECT TEAM (CONTRACTOR, CITY INSPECTOR, CITY ARBORIST
AND CONSULTANT, IF APPLICABLE) WILL HOLD AN ON —SITE MEETING TO ENSURE THE LIMITS OF
DISTURBANCE AND THAT TREES PROPOSED FOR PROTECTION ARE CLEARLY IDENTIFIED. THE TEAM WILL
WALK THE PROJECT AREA AND AGREE ON THE TREES TO BE PROTECTED AND THOSE TO REMOVE, DISCUSS
PROPOSED CONSTRUCTION ACTIVITIES, AND IDENTIFY ANY ADDITIONAL TREES TO PROTECT THAT WERE NOT
ORIGINALLY MARKED AS SUCH. THE CONTRACTOR WILL BE GIVEN APPROVAL FOR TREE REMOVAL, IN
WRITING, AFTER APPROPRIATE TREE PROTECTION HAS BEEN INSTALLED AND BEFORE ANY CLEARING OR
REMOVAL CAN BEGIN.
THERE WILL BE NO ADDITIONAL PAYMENT FOR TREE PROTECTION INSTALLED AROUND ADDITIONAL TREES
IDENTIFIED FOR PROTECTION.
THE CONTRACTOR ASSUMES RESPONSIBILITY FOR "IN —KIND" REPLACEMENT OF TREES DAMAGED THAT HAVE
BEEN MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL.
TOLERANCE:
STRUCTURES INCLUDING STORM DRAIN PIPE, STORM STRUCTURES, SEWER PIPE, AND RETAINING
WALLS SHALL HAVE A TOLERANCE OF ±0.10 FEET. STRUCTURES INCLUDING RISERS, WEIRS,
AND ORIFICES, SHALL HAVE A TOLERANCE OF ±0.05 FEET.
STREAM IMPROVEMENT STRUCTURES SHALL HAVE A VERTICAL TOLERANCE OF ±0.10 FEET,
AND A PLANIMETRIC TOLERANCE OF ±0.50 FEET,
SIDE SLOPES:
LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD
DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL)
UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ONLY
AS DIRECTED BY THE ENGINEER.
EROSION CONTROL:
THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL DEVICES IN
ACCORDANCE WITH THE APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL
ORDINANCES AND CHARLOTTE STORM WATER SERVICE RGP #163/GC #4100 OR APPLICABLE
PERMIT DOCUMENT. THE CONTRACTOR SHALL PREVENT STANDING WATER DUE TO
CONSTRUCTION. DISTURBED AREAS SHALL BE SEEDED AND MULCHED AT THE DIRECTION
OF THE ENGINEER. THE CONTRACTOR SHALL FOLLOW THE EROSION CONTROL MEASURES
SHOWN ON SHEETS EC-1 THROUGH EC-10.
ACCESSIBLE RAMPS AND DEPRESSED CURB:
THE CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE CURB RAMPS AT
INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE CURB RAMPS
DETAILS, "PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC
RIGHT-OF-WAY" (PROWAG), CONSTRUCTION PLANS & NCDOT STANDARD DRAWINGS.
RUNNING SLOPES ALONG CURB RAMPS SHALL NOT EXCEED 8.3%, BUT SHALL NOT REQUIRE
THE RAMP LENGTH TO EXCEED 15 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
ALL PANELS OF THE RAMP MUST EQUAL THE SAME PERCENTAGE.
FLARES SHALL BE 10.0% MAXIMUM SLOPE (WHERE APPLICABLE), UNLESS OTHERWISE
DIRECTED BY THE ENGINEER.
RAMP CROSS SLOPE SHALL NOT EXCEED 2.0%, OR THE ADJACENT ROADWAY SLOPE AS
MEASURED AT THE GUTTER PAN, WHICHEVER IS GREATER.
A TURNING SPACE (LANDING) SHALL BE PROVIDED AT ALL LOCATIONS WHERE A PEDESTRIAN
MIGHT TURN TO CHANGE DIRECTION OF TRAVEL. THE LANDING SHALL BE A MINIMUM OF 4
FEET BY 4 FEET, UNLESS NOTED BY THE ENGINEER. TYPICALLY LANDING DIMENSIONS WILL
MATCH SIDEWALK WIDTH. THE LANDING SHALL NOT EXCEED 2.0% SLOPE MEASURED
PERPENDICULAR TO THE ROADWAY. THE LANDING ALSO SHALL NOT EXCEED 2.0% OR
ADJACENT ROADWAY SLOPE, WHICHEVER IS GREATER, MEASURED PARALLEL TO THE
ROADWAY.
SAWCU TS:
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR
TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE
1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE
REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE-IN TO FACE OF
PROPOSED CURB AND GUTTER.
TRAFFIC CONTROL:
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE "WORK
AREA TRAFFIC CONTROL HANDBOOK" (WATCH) AND THE TRAFFIC CONTROL PLANS ON SHEETS
TCP-1 TO TCP-6.
ENVIRONMENTAL PERMITTING:
401 /404 JURISDICTIONAL AREA(S) HAVE BEEN PERMITTED UNDER CHARLOTTE STORM WATER
SERVICES RGP #163/GC #4100, OR APPLICABLE PERMIT DOCUMENT. THE CONTRACTOR SHALL
FOLLOW ALL APPLICABLE PERMIT REQUIREMENTS.
BY CITY ORDINANCE, THE DISCHARGE OF STORMWATER POLLUTANTS TO THE STORM WATER
SYSTEM OR WATER BODIES IS PROHIBITED.
ABBREVIATIONS
ABAND..........................ABANDONED
A.D...............................ALGEBRAIC
DIFFERENCE
ASPH ............................
ASPHALT
APPROX........................
APPROXIMATELY
B/C...............................BACK
OF CURB
BIT.................................BITUMINOUS
BM.................................BENCH
MARK
BRG...............................BEARING
BST...............................BITUMINOUS
SURFACE TREATMENT
CB.................................CATCH
BASIN
C&G..............................CURB
AND GUTTER
CL.................................CLEARANCE
C/L
FENCE...........................CHAIN
LINK FENCE
CMP..............................CORRUGATED
MTL PIPE
CONC............................CONCRETE
CONST..........................CONSTRUCTION
DB.................................DEED
BOOK
DCB...............................DOUBLE
CB
DI..................................DROP
INLET
DIA................................DIAMETER
DW.................................DRIVEWAY
DIM................................DIMENSION
E...................................
EAST/EASTI N G
EA.................................
EACH
ELEV..............................ELEVATION
EOP...............................EDGE
OF PAVEMENT
ESMT.............................EASEMENT
EXIST.............................EXISTING
F/C...............................FACE
OF CURB
FES...............................FLARED
END SECTION
FH.................................FIRE
HYDRANT
FOC...............................FIBER
OPTIC CABLE
GV.................................GAS
VALVE
HORIZ............................HORIZONTAL
INT................................INTERSECTION
INV................................INVERT
IP..................................IRON
PIN SET
L...................................
LENGTH
LF..................................LINEAR
FOOTAGE
LT..................................
LEFT
lb..................................POUND
LP.................................LIGHT
POLE
MAX...............................MAXIMUM
MIN................................MINIMUM
MONO............................MONOLITHIC
mph..............................MILES
PER HOUR
MTL...............................METAL
N...................................NORTH/NORTHING
NTS.........................NOT
TO SCALE
0/H........................OVER
HEAD
OC...........................ON
CENTER
PAVT .......................PAVEMENT
PC...........................POINT
OF CURVATURE
PERM .......................
PERMANENT
PG ...........................PAGE
PI............................POINT
OF INT
PK...........................PK
NAIL SET
PP...........................POWER
POLE
PROP .......................
PROPOSED
PSE .........................PERM
SW ESMT
PT...........................POINT
OF TANGENCY
PVI ..........................POINT
OF VERT INT
PUE .........................PERM
UTILITY ESMT
r..............................RADIUS
RT...........................RIGHT
RCP.........................REINFORCED
CONC PIPE
RELOC.....................
RELOCATE
R/W.........................RIGHT
OF WAY
S.............................
SOUTH
SD...........................STORM
DRAIN
SF...........................SQUARE
FOOT
S/R FENCE.............SPLIT
RAIL FENCE
SS...........................SANITARY
SEWER
STA.........................
STATI ON
STD.........................STANDARD
SW...........................SIDEWALK
TAN .........................
TANGENT
TCE .........................TEMP
CONST ESMT
TEMP.......................TEMPORARY
THH.........................TELEPHONE
HANDHOLE
TP...........................TRAVERSE
POINT
T/W........................TEST
WIRE
TYP.........................TYPICAL
U/G.........................UNDER
GROUND
VC...........................VERTICAL
CURVE
VERT........................VERTICAL
W.............................
WEST
W/...........................
WI TH
WM ..........................WATER
METER W
VAULT.....................WATER
VAULT
WV ...........................
WATER VALVE
60p .........................SIXTY
PENNY NAIL SET
................................
FOOT
................................INCH
SECTION E: GROUND STABILIZATION (FROM NCGO1 - 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
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) 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
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
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.
BASE SURVEY DATA W
E�
E�
PLANIMETRIC DATA PROVIDED BY AVIOIMAGE MAPPING SERVICES VIA AERIAL O
MAPPING TECHNIQUES DATED "10-11-2012". SUPPLEMENTAL FIELD SURVEY
PROVIDED BY MULKEY DATED "8-23-2012" INCLUDING STORM DRAINAGE,
UTILITIES, STREAMS, PROPERTIES, TREES, OBSCURED AREAS, AND PAVEMENT
DTMS. ALL COORDINATES BASED ON NAD 83 AND NAVD 88.
STANDARDS
CD
zC
C6L >
THE STANDARDS CONTAINED ON THE PLANS AND SPECIFICATIONS AND THE LATEST _°' -
VERSIONS THERETO ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE ARE ozN
.21
CONSIDERED A PART OF THESE PLANS. NCDOT ROADWAY STANDARDS AND THE i� �12 ONO
o
LATEST CHARLOTTE LAND DEVELOPMENT STANDARDS SHALL BE USED. UjUj
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\ / \ RAP \ \ / \ MECKLENBURG COUNTY NOTE:
0 20 40
LAN R \ PID#163-083-12 / \ \ ,����� 1, SEE WATER AND SEWER PLANS AND PROFILES, SHEETS U1-U5. W
\ 4833 STAFFORD CIRCLE ) �� ��• CONTRACTOR T EXISTING T IEASEMENT,
DB 30532 PG 692 ���. N CARS •,,� 2. CON RAC OR 0 USE EX S NG RECORDED STORM DRAINAGE 10 30
S \ . �� f j •, DB 7851 PG 824 AND 827, TO REMOVE EXISTING STORM DRAINAGE PIPE ON
SCALE. 1 "=20'
32"OAK El
FESSI� ��9 �'� PARCEL 28. O
�C \ \\ OX9 � 0 6° CH�RR • � SEAL
� • _ • a
} S \ \�(/ \ \ O 15" PINE/} A
REM 77 LF 6' H KBERRY qe �q • WATER OAK NC PARTNERS, LLC
F �\ \ / i �2 b0 PID#163-082-22
20" PINE 5' RCP / 4909 WATER OAK RD. \
F \\ \ / MECKLENBURG COUNTY DB 29726 PG 50
\ R�` ✓ \ PID�/163-083-11 3Y��j� WO6� i •• N F : ��
4815 STAFFORD CIRCLE Lj // ve ��' �••�••• ��
1" U K (D DB 30572 PG 962 �O
2" PINE �Q°i // ,, �„��';O Q' 16 14»
\ \ \ \ \ 1" LINK (D K (D O� �� BL MAGNOLIA 7/7/2021 Of-
X�� ��� PINE o�OJP/MATCHLINE SHEET 15 S ��c /
12' �� SEE HEET 15 a \`^� �\
\ PINE 1" LINK ( O [� / FO OFIiE 0' v �✓
3" LINK (D "' � 4 // / ° EXIS ING POLE TO MOVED EX SSMH P
X CB (REMOV VDU G CONSTRUCTION � S LID=675.20'
28" PINE �/ \12" eo // RELOCATE ', E-672.95' EX C_ (REMOVE) A REINSTALLED AFTER \ NW INV=668.55' _
EX SSMH w' PINE J e J� / _ Yy7 LD=672.08' �rS \ \ \ \ �� Q // S NITAR NW V-668.56' RATE=673.29' / 6
NW INV=661.65' S" UNK SE INV=668.21' /
p RI P 1" UNK G� \ ', O S INV=668.84' - j 5 / j Z rI c)
C} 1 // SEWER. ci o 0
5" UNK • O RE OVE 281 LF �P INV=669.02' CO TRUCTION BY OTHERS. S IN 6 7.54' � 15" C. MYRTL � O �
E 2-42" RCP Gj ° 18" C EP MYRTL UTI PLA / / / � tw z
�9 / SE I�Ni>L-661.48' \ \ \\ 2" LINK EX E (REMOVE) Lj LU ER o 4" C. MYRTLE
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\ \ \ \ \ \ / NW INV=6ou.uu 3 LINK � /// SS 14 MAPLE %/ 30+0 4° C. MYR E 18--�MYRTiF / / / j / / / H>
\ SS ASS \ \ \ 12 INE T SE INV=665.19' E U �O SEE DETAIL 1, / � J J c
\� O 4" LINK 18" CREP MYRTLE // E S �/ / / / ✓ Gd m
\ \ \ \ \ \ gpp�pX 5" UNK C E - - -
1 CLUs�rER NSI ICI O SHEET 4�- / / / it cn w
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6\/MO 4 CP - - - - - - / - - 134 �'X5 15" PINE WIRE/SPIT LLJ
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ASS lvv?ssEs / / �1>j sS S�� ° ° ° +00 RCB. " - ) STA. 2�2.37 \
LL-x / SEE SHEET U4 FOR PROP _ _
O o )Po SEWER PROFILE 12" OAK Ex O O SJc =66 12'- TOP=673.57 /
/ S S OV �a=RCSC INV IN = 667. 0
S26' O o S A E=6 E °L, 10+00. INV=669.17 7'X3' RCBC INV IN = 669. B
\ � V=666.63' COo ,�C+P, ,,� `. 30S CONC
\ S \ 1 NK} 26 0 K S NW INV=666.48' 0°O INSTALL 46 LF
��," TRANSITION FROM EX. )PE 0 PROP• BANK OF 2:1 LOPE. INSTALL
\ s�9 GRADE BAW AFTER REMOVING INV-664. \ E t� �S INV=666. �o2 \ �' SAFETY RAIL \
EX. 42" RCPs AND PLACE 14 EX FES� E ) E\ CD x 132 A �o c CLDS 50.04A&B LIVE STAKES, TEM AR MATTING &SEEDING. SEE HEET D1 FOR
\ \ Ln
TONS CLASS I RIPRAP(KEYED '6, \\ \ 0 2� ARDwooD oP R SS/ S °p ssMH I DETAIL. 5�9 - \
\ \ \ ° 9 \\ PSANITA SEW R ° E / ° _ _673,82 SEE SHEET U4 R POP WATER RELOCA I
IN 10'X18'X1.5' OVER 16 SY ,> � , y REPLACE 20 Y 0 EXIST DRIVEWAY W
KEYED IN NCDOT TYPE II rS �A \ \ 9\ $q" PI � J ANHOLE�EE ET U4 8» DE S� NV=668.17 S" ap
C IN RELOCATE GAS 13 5.g C S�0 27A _ W GEOTEXTILE FABRIC � fl D
BY OTHERS . BEVEL CURB HEIGHT TO Z 0 AT DD�IGEWAY LOCATI . z
1�N O CURB TRANSITION 0
\ \ S \ \ 01 SDE TRANSITI �Q 31 \ CLDS 10.30cn
a
US CLUSTER CLDS 10.3 i.L REPLACE 108 LF OF
RADLEY S HENS 1 VALLEY CURB
\ \ ID�{163-08 29 y°e,\ \ \ \\ SEE DlTAIL 1, pE REPLACE 127 LF G ` GUTTER CLDS TO 176
\ \ a940,CHARMAPE ,&vE fti \ � \\ � SHEET D1 � VALLEY CUR�UTTER O I`' ��� co
I
\ DB 3i�53 PG 4 12" PINE SOCLDS 10.L7B CONCl/ YARD LIGH \\ U
�\ \ \ PROP, N TANDARD H WALL �
TON CLASS 'I' I S 1+94.17 J� I o 1' SAW CUT FOR CURB 26 a
RIPRAP 6'X22'X1.5 O REPLACEMENT TYP BRIAN CLAIR
Y S0� OVER 74 SY KEYED j=673.68 ( ) m
sus °�� stis S o' IN NCDOT TYPE II I / 7 X5' RCBC INV T 666.08 \ I 0 \ & 47426EMORY � OAIR DEC o
PID 1
16' HACK 27 GEOTEXTIL FABRIC / 7'X3' RCBC OUT = 668.08 / ` \ / DB 23180 PG 984 \
w o y \ \\ \� 1 g \ S E PKDL 6 - 0 3 O10
II \U 24" OLLY LUS 4751 EMORY LN. \ / C
\ \ \ \ \ \ \ \ \\ \ SQ DB 31390 PG 499 1SBD
\ \ EX SSMH \ \ \ O /
\ ( \ \ Ln
ID=672.62' \ \ \ \ \\ PROPOSED CHANNEL �8" OAK © o
\ \ N IyX=66 30' \ // PL TE
\ �C �s� \ \ \ \ \ " HOLL CLUST GRADING, SEE SHEE ` \
SW I=662.82 F S,
1 SE INV=662.19' Lr2v 61b �� \ 0'00 INSTALL LIVE STAK % TEMP Y \ �G
� MATTING & SE G. SEE SH T OR \ B. WAYNE CLAY \ / I \
O PID#163-083-09 \
CKORY oZ \ DB 6 02 PG 1
O I \\\\ 6I IS DB 6202 PG 915 \ / 1 Cy
+ 8" DE U a \ \ \\ \ BST
ag
o v
EMORY LAN CENTERLINE
ELEV.=673. 4 SKEW= 76' 132A
PROP, 'RCBC _j 686 i
LENGTH AL NG = 252.53 LF
0
a
1346 133 _ ' I
4 B
N
0 0 Q1 o o m v �= \
132E to ad 0o CL � ai to w + 132 131
t0 t0 mto u m to 0 to to N I N
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a s to w i� PROPOSED z N --- 674
- - - - - - - 7'X3' RCBC------
x
PROPOSED
672 / ----
__..W.-
GAS w
_ - - - - � ^ - TOP OF PIPI=671.11 MAN, SEE UTILITY RELOCATION
w
_ - TEST HOLE 10 13/2014 PLANS, SHEET U4
(TO BE RELOCATE BY OTHERS) f w
PROP. 18" INV I - EXISTING 2-42 670 a
7'x3' RCBC STA. 2+24,2 RCP P @ 1.
(REMO E) - - - - - RCP 9
SEE DETAIL SHEET SD2 - - - '�
668 / TIE IN P OP. 30" INV. IN = 67.45_..._........._,._...._._....._......-.._._..._.....__.__..._....._......_..__.._....._._._._......._..._ ._._._._._. - - N Q LF 1 m
0
Op -
Ln
7'X35' RCBC STA. 2+20.64 PROP. RCP 0 4 46% o ca z ¢ o
/ SEE DETAIL SHEET SD2 I SLOPE = 1•0% w p a c4
I. 1n �=
M 666 a
\ PROP. CHANNEL SLOPE = 1.2% o of o
0 PROP. 68 LF 7' X 5', 68 LF 7' w U + o
664 v ELEVATION OF BOTTOM OF 3' BENCH -SEE DETAIL SHEET D1 0 x 3' RCBC Q 1,36%
0
Li
Ln
RELOCATE EX. 8" SANITARY N N
1' H GH CONC. SILL SEWER, SEE UTILITYRELOCATION [_I
(I Oul LOW PLANS SHEET U4 662
25' PACING O.C. PROPOSED 2" GAS LINE 0 20 40 5 �•/
BY OTHERS LFNUFOIwj MCI
660 SED-8" ANI R W PROPOSE 6" DI WATER LINE 10 30 Q O
ENCASEMENT, SEE UTILITYRELOCATION
PLANS, SHEET U4 HORIZ SCALE: 1 "=20 658 w a
0 5 10
656
VERT SCAL : 1 "=5'
654 W Q w
EMORY LANE 0+00-1 +65.90 O
652
a
648
ULVERT TA. O+OD TO 3+ 1.05
w
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0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 N

O DANIEL RYAN AND SPOUSE, \
I I II
rillI I PID�/157-182-52
4736 ' ERIN RYAN /
WHITBY POND HOMEOWNERS' o / / CO iv WATER OAK ROAD ASSOCIATION, INC. o / / / y I a DB 28791 PG 554 PID#157-182-57 I I I I I
I I Q I I ,. 4517 NIGHT HERON LN.
BR I l I l l
I I II / I I I I I ' I O l DB 24262 PG 339 I I I I / QUALITY (PROPERTIES ASSET o I I �^ II
REMOVE RE A IN / I 4OP9SED HEADWALL- TO MANAGGG#EEEMENT COMPANY l O
S I I PID 1� NERQN > �o� / •
II I Fps II I I I 1 l WALL �l I / / m EXI Til;1G-R AINI I; V�iALL 4513 NIGHT�FIERQN LN.
POND STRUCTURE / 4 ALUM( DB 26589 PG 3'9.1 J n
I / ✓ I - - - L - /- EX TOP GRATE=701.06' l l I I I I l / UM FEI�CE\ J 'I a III SSMH-
I I L/ S I I 1 / / •/ ILA II LID=702.63' _l / III I II III' \ r �- I 1AMETE WEIR=700.06' g / _ \
// / Utility Owner DUKE POWER m NV=699.73' / )
I I I TF�c I I 1 1 1 4" DIAMETER ORIFICE=697.86' P / I Y Sto. a I I
I I I I J eS? II M OLIA I / / REPLACE POLE 2 C 33� NV=699.60'
I 15" INV OUT=692.16' / z / � Description Height ft. r+S�
\ �" YCA ORE RE �
II I - I / / Aliochmenl®Duke Energy ft. ❑Time Warner —ft, _'� 2 4 PVC
\ — — I I III I I I rn I / / Heights ❑Bell South _ft. ❑Other — ft. r' rl r1 ��AT�ON _� \
I I�U I S `V \ \ 1Q0 O 12/ I / ❑CDOT _ft. ❑Other — ft. > OWN
1 _ O II I \ oo\ \ \ O \ / / I I I Proposed
III II I I ^ 1 STALL 61 F �F RETAIN �� C '/S CA 0 / Grade ft. CUT ft. FILL Utility Owner DUKE POWER Sia.
I ^ R \� I — — — — I I I dFETY RAIL \ \\ "/ 6 I I / REMOVE EXISTING POLE AND II B T I Description UTILITY POLE Height ft.
\ \ WALL �- - - 6 G L I Remarks Attachment ®Duke Energy ft. ❑Time Warner —ft.
\
\ \ \ I -I DS 50.04A& \ / AWN Am6"' RCH / REPLACE WITH A TALLER POLE m IA / I Heights ❑Bell South _ft. ❑Other — ft.
R F'L'A(t �Y-91 /��s `S' o I I I I ❑CDOT —ft. ❑Other _ft. o
L _ \ I I I Q 3� / / ` n PROTECT BRICK WALL AND GATE CB Proposed
\ \ _ - J I ON �ST6E o / �uZ Ip RATE- Grade ft. CUTit. FILL —
\ f o ' '_ NW INV- POWER POLE (2) & OH UTILITY z o
6 MA TORM DRAINAGE EASEMENT 3
\ N -697. Remorks
WALL OLL PILLAR PI AR \ CD MAGNO 1 /
��❑- - - - - - - - l MAGNOLIA & LINES TO BE REMOVED •" H j
_ — — WALL _C�� - PILLAR, I 1 MAGNOLIA 6 C WALL ti;n
u J 1 "� cn z
\ PILL PILLAR ILLAR PILLAR l S \ � GNOLI / �� 6 � Qv P1 PILLAR DSCAPE �qSE �F
\ i Q PIL \ / - g - PILLAR T / Z
OE OEM - OE OE _OE — OE E OE covc A 4 F F PILL-�A`— — ' REPLACE F Q o -
S n P WALL \ - \
- - - \ PILLAR 15' STORM CONC STD J
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> Ln 2 .. c) E
4" srL CB(REMOVE) (REMOVE)
-- z I- U a z
GYRATE=699.22' O / - S4"RCP OTHERS
Road OG' P u b l i c R S"A"W/ CUT F CURB G G G s 1NN G —� D ��X BST RE-M6�- G G/ G— G ��'—�— ° T 96
N Sharon Amity ( '^/ _
\2" oI EPLACEMENT YP) W\ W W rV �—
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T a" LAS "4=T6 RE � G SE v= G GSEE SHEET U FOR W
1 CONC CON I -
INSTALLED BY 0 HERS EWER -REMOVAL �1
\ 0 � � �� � � � a I °' � �R LACEMEN� � V �r �
(Eff% REMOVE U a _ / I e S G
\ / REPLACE 85 LF �, o 0 /
�j GR TE=699.3 � U
\ REPLACE 57 LF OF 2'-6" RB SE INV=689.92' N Q o
_ G �\
/ OF 2'-6" CU B & GUTTER/h� REMOVE 20 LF 15' RCP - Ex
/ / s" TCP
BST/ / & GUTTER CLDS 107�
r SS � SS SS SS SS SS SS SS SS SS SS 0.1 � SS/ SSS_ ssS SS S & TIE TO PROP, CB 106 _ LID=702,01'
/ LS Q) S NE INV=697.41' \,
/ D / BST $ SS \ SE INV=697.81' ��`,�`\ CARO/
/ W „ W W 00 1 3A SS
SW-+HV _6_9 1' �` ••��••� `1 1 T �4-DI a a 103 _ o EX SSMH\\ RETAIN ` �'FESS]��•.�9 L
�� i O LID=700.05' b Q
\ a 4L, - - -NW--INaL=6 .s65� � _ LS BST SS TCP = Z
UT y✓ tl - 6a`� —--- — J. g9 v _ ;� SEAL
W/Lr T UT UT
— 106 15�CP� W- �W = - _ _ - _ - \ SS °l°�°2 ? ? 0 i
CO�� �— 1 CONC 1 CB C . �— a .GONG . ` 24 D{ �/ M� = �� • 0� BgG%�bL�
co
OL�/ o o� _� .,CIO
\SEE S�II EET U FORj j �EL�CATtON� o LACE 80 SY OF — X \ RETAIN , 6/28/2021
z a ONC SID ALK INST L 18 LF�OF % / 1 m Description NEW POLE Height ft. EX CB
l / �C Utility Owner DUKE POWER ?�
I SAFE Y RAIL / EX INV=68 o
w
II Cp Attachment ®Duke Energy— ft. []Time Warner _fi. GRATE=701.46' <p ,�-
\ \ I / I I / / I CLD,S ($0.04 &B PEN E D) o (iT 9Y 0 20 40
/ 1 ASH E VE Z Heights []Bell South _ fl. ❑Other _ ft. \ N INV=698.21' Q
50 TONS ❑CDOT _ft. ❑Other _ft. \ E
\ I SEE EIC2 FOR CO TRUCTION (EN RA CE /H UL / I `� CLASS " RIPRAP Proposed U�
\ \ I ) I ROAD. ROAD SH BE SIN TALLE� FOR USE BY 0 3 30'x2 x1,5' Grade ft. CUTit. FILL \ \ 10 30 0
(UTILITIES FOR R OCATIONJWQRK, � 20 M o Nw� Remarks NEW POLE SCALE: 1"=20' z
% � EE SHEE 17 FOP,/ OVE 60 SY KEYED IN J
I/STREAM IMPROVEMENTS / G TEXTILES IIB
HAF�LOT E MASONIC TE PLEI AS OCIATION nd 4/ D N � - _ _ - _ _ - - \ UE _ _ _ NOTE:
�DS#i �3-o z-2 c� PROPOSED POLE BY OTHERS UE�- '� — — _ _ _ _ _ SEE WATER AND SEWER PLANS
5�0 NHpRON AMI�Y R . 2 WATER OAK NC -PARTNERS, L vE4 ST-_N-
D12 35 G 1 s �� and &OVERHEAD EL CTRIC -PTsi g163-os2-22 - AND PROFILES, SHEETS U1 U5.
x CLF � / 4909 WATER OAK R UEJ-
�s ) J 1 0 TO BE VED BY OTHER DB 29726 P 0 ��
MATCHLINE SHEET 17Cilia
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--------- -_______________ ___ _
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--------- --- - 24" GAS LINEEXL \ \ w F"
696 / (T BE - __--:::----- _______________ p1 W (TER LINE TELE LINE \ \ 696 a
- ---- „
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/ R�LOCATED) (T BE
ABANDONED _ _ — I (TO BE REMOVED) Q
EXISTING STREA J
CENTERLINE / _ - _ - - EXIST( G CHAN
EXISTING / _ I
692 CHANNEL / - _ - - I _ _ 692 Q Q
W / f — — — — 4 LF 15LLJ" RCP @ 0.85% j z O
to PROP. 146 LF 54" w / �l - -_ a
_z RCP % 0 1.95% 10 LF 15'
J O
688 = PROP. 3 LF 54" PROP. 64 LF 54"
RCP 0 0.50% PROP. 11 F w 20 LF 4 RCP 0.51
56 LF 48" onn u. 688
Q THIS SHE J PROPOSED RCP 0 0.50% R�
PROPOSED 83 LF TOTAL = CHANNEL 56 LF 42" 6 LF 15'
RCP 0 3.23% r , CHANNEL 54" RCP 0,65% � RCP 0 0.50% �.T.'
� RCP 0 0.50%
0 20 40
EX. 8" TCP SANI ARY O M
684 SEWER ICI
REPLACE W DIP Ex. a" SANITARY ,n � O FT ,
EX. 8" TCP SANITARY SE ER O 01 to O O
SEWER SEE SHEET U3 REPLACE W/ DIP to II 10 30
REPLACE W/ DIP SEE SHEET U3 50
PROP. 24" DIP SEE SHEET U3�_27 DIP LF 42" o oo N II II j
HORIZ S ALE: 1 "=20' a
VAILK MAIN � Z
WA ER MAIN RCP 0 0.50% m 00 + 0) > > > 0 5 10
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680 o F � : 680
o_ z N � � t t O t\•I IL•t
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676
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51+00 52+00 52+50 110+00 110+50 111+00 y O N

2S APARTMENT
RETAIN
PLANTER',
DOG
°STATION
1-
0-1
36" RCP
PAVERS
Cr`
18"
BRADFOR
2S APARTMENT
WATER OAK NC PARTNERS, LLC
PID#163-082-22
4909 WATER OAK RD.
DB 29726 PG 50
0
18"
BRADFORD
PEAR.
PL ER
2 POST
6 PLAN TE-IeS
PAVERS
PAVER
_it
Utility Owner DUKE ENERGY Sta.
Description NEW POLE Height it
Attochment ®Duke Energy ft. ❑Time Warner _ft
Heights ®Bell South _ft. ❑Other
❑CDOT _ft. ❑Other _ft
Proposed
Grode _ft CUT _it FILL
Remarks EXISTING DUKE ENERGY POLE TO BE
REPLACED WITH NEW 50/2 POLE (WITH NO
GUY WIRES) SET 12' DEPTH
\\\ \\\
c?'
RETAIN
E=705.54'
PLANTER
NE IN
S INV=698.62'
PLANT"
SIGN
LP
PLANTER
LANDSCAP
EX SSMH
LID=704.06'
NW INV=697.96'
NE INV=698.16'
SW ILJ,V=697GG'
0
53+35.62=
100+00.00
/rX SMH (RETAIN)
LID=704.98'
NW INV=700.08' G)
SE INV=700.95'
SW INV=699.78_
— — 15" RCP
GRATE
W IN
EX c6(REMOVE
GRATE=704.73'
SE INV=702.51
EY CB
TE= 70'
SE IN 702.5,v
INS
1
ROD
LUG
NCDOT
100)
0+00.0
REPLACE RAMP.
SIDEWALK R P
SHEETS!'
S€€ PROP ED
DETAIL -AS MAIN TO
BE INSTALLED
BY OTHERS
FILL W/ FLOWABLE �I 1 0 CY)
PLUG G svc
NCDOT 840.71
REMOVE 2 LF 15" RCP
REPLACE 93 SY
OF CONCRETE
SIDEWALK
REPLACE 169 LF OFF
2'-6" CURB &
GUTTER
CLDS 10.17A
101+99Rc, -----
EX. UNDERGROUND TELEPHONE COPPER CABLE FROM EAST OF
:TER OAK ROAD TO 45' WEST OF WALKER ROAD TO BE
ANDONED BY OTHERS. BORE UNDER T R OAK AN Az
OAD AND INSTALL 504 LF OF COPPE BLE TO BE ONE BY
N /OTHERS.
STEPS
Utility Owner DUKE ENERGY Sto
Description NEW POLE Height ft
Attochment ®Duke Energy it. ❑Time Worner _ft.
Heights ❑Bell South _it, ❑Other _ft.
❑CDOT _it, ❑Other _ft.
Proposed
Grode ft CUTft FILL
Remarks NEW POLE & DOWN GUY, RELOCATED APPROX
20' FROM EX. POLE
EXISTING POLE AND
DOWN GUY TO BE
REMOVED BY OTHERS.
/€X »MH
LID=710.17'
SE INV=705.06'
EX (REMOVE)
GRATE=/
SE INV=706.54'
GASp1BY35
10 30
SCALE: 1 "=20' 1S9
RETAIN
15",CP
6/28/2021
706
702
698
694
690
EX.
L()
LJ
w
to
LJ
J
0
PI
EX. 6" DI
WATER MAIN
GA MAIN
(TO BE
AB NDONED)
52+50
OPOSED 4" GAS LINE —1
1 EX. 8" TCP SA
SEWER
AI\ ST/
53+00
EX. I
(TC
52+63
2" PLASTIC GAS LINE
BE ABANDONED)
EX. 15 RC
(PLUG
EX. 4
GAS M
66 - 5L
53+50
FILL)
TEEL
4IN
+50.00
EX. 4" STEEL
GAS MAIN
(TO OE
ADAK ..,
EX. 12" DI
WATER MAIL
PRO'.
THIS SHEET
137 LF TOTAL
54+00
ED)
54H
706
H
0
0
z
702
Li
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0
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698
694
-50
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rEXISTING GI
(TO
EX. 8" TCP
SEWER LINE
WAT
ER 0
AK A ST/
'OUND
EX. 2" PLASTIC
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TOP OF PIPE=701
TEST HOLE 10-2
(TO BE RELOCATE(
BESREMOVED)
100+ 0I
1 01 +00
0)
0�
0(Li
712
00
0
708
O II
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) w
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696
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EXISTING GRO
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SEWER
REPLACE
PROPOSED 4" GAS
IND
ARY
u I I'
LINE
HORIZ SC/
n
\LE: 1 "=20'
n
OA
B
STRUCTURE
68 ON SHE
89 TO
:T 7
VERT SC
STA. 0+0
0+
ALE: 1 "= 5'
- 0+3
50
712
708
704
700
696
5.56
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CHARLOTTE
www.NV5.com
DESCRIPTION
5-
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w
0
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0
0
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671-12-007
0
z
m
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0
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JUNE 2021
CHECKED BY
PREPARED BY
0 N j
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MATCHL-INE SHEET 6
I D -, D (I ♦ I �— X
REPLACE 210 LF OF 2 - covc
� BST D o/ ICI
( � � &GUTTER �' \ � O SHED
��]CURB
CLDS 10.17A / n
I
\ \ \ REPLA E 152 LF \\ \ D TEMP. CONSTRUCTION EAPEM� (� \ \ SHED �GKEj \ I / SWING 0 �20 40
�AS TO BE SHED x r 4' ( SET J O
\ OF 2'- "CURB &GUTTER cn°D D I ABANDONED � AREA SHALL ON BE USED B� 41 ( I
I�p. 0 HER$i PROPERTY, OR TEMP.
\ \\ CLDS 1 17A }oD PARKING ACCESS / I FENOE I I
� / Utility Owner DUKE POWER-- S{a, � /
\ I REPLACE 196 SY I Descripti n NEW POCE Height t . 3 I ° \ \ x 10 30
OF CONCRETE At�me Duke Energy. ft. ❑Time Warner —ft. 4' \CKE� I I \ IX / SCALE: 1 t- /
\ I I INSTALL TEMPORARY DRIVEWAY — Heights ❑Beu South —n. ❑Other — ft.
\ \ U) D ❑CDOT —ft. ❑Other _ft.
\ \ \ I° A GR�FEL_DBIVE CLDS 10.25A / Proposed PANTER \ /
OVE HEAD UTILIT S TO o \ - ....... - - I 141 SY� /J INSTALL 160 LF I Grade —ft. CUTft. FILL
BE \I TALLIED B \ I RE CATE WM Q� i Remarks NEW POLE
F�`� � , o TEMP. 4' PET
OT 85 i i PL TER CONTAINMENT I /REFACE 36 LF
c� I ! m PLANTER 720 OF 4' CHAIN LINK \
\\ \ I I II U Dom° i I QQ FENCE DECK PRO OSED NEW I � ONCE i
I \ 2\ n ' c NC SE ICE LINE TO 62 `� z�_� BRICK RWALL -� xW SAL 9 OF EMPORARY PET
RIGHT -OF -ENTRY N SHARON -,AMITY TO --�
FZ
E M n> I oOQ� I LIMITS 24 --B I LLE BY �� O o F� CE UNTIL RMANENT FENCE IS o
LID . 7' (�� / � PLANTER ffi I�E E. GATE TO BE INCLUDED TO Z •• c)o 0
C (0 D Il _ i W 1. I 0 SAY ANN NAGELE AND HUSBAN 0 0( OTHEr"''\ I z \ z cH 0
\ D NE 7a . 7' 0 LAWN EO IPMENT ACCESSLU
a Q \ ANDREW ROBERT NAGELE
\ SW =70 .6 ; i Q I PID#157-183-11 — I t' I RELOCATE X. FP3A WOVEN LF I ^ \ BACK OF PROPERTY. z z
_._ 627 N. SHARON AMITY RD. IPq
\� D U1D. O OOQ _._ _._._ DB 29830 PG 243 ` CD I SHED \ PLANTER IRE FENCE z 12I ME F 4' H I � ~>
o � o �J I OF 4' CE A 2 DILNFNK = a> > m
/ / Do I ACE SDE SDE SDE SDE E �, cn Ld
1' SAW CUT FOR CURB z > FP L` I z U,
CLOTHES SDE _ T CC
REPLACEMENT (TYP.) \ \\ _ Q O QQ Q 1 CONC OU \ 24" APLE — C) w N
(�� Q / �Q U SHED d SDE CLOTHES I I 20" MAPL 61 � z a0
BST \ I p _ O �JL%O OOO poOQ O O I OU SDE LINE 62 \ o
II \ \ ° AK Q Q S g SDE I 0/30" MAPLE 59+0% 54 RCP 4 I, — 00 ,�,,�, Z ti
REPLACE 58 SY OF 5-6„- LU
° I II U (RE OY D D .sD ° •D . D DT D. D ° p D D \ \ 54"RCP \ 00 z m LL
\ F/K Ex S°M.I-6 D GONG °s D . °s °s - _ _ �� O �n m
CONCRETE SIDEWALK ° d11 D 0 ° —12 TREE 4 18" MAPLE z LLi o
\ RETAIN D PRO OSED U7 6 0$710 a D ° D D D Ds D D D D D W a+0 p 1 ^ i
— - D . Ds �•D I Ds D'D ''D Ds °sD •° Ds .D ° �5a 18"RCP I Fw I 18" MAPLE � � W O � p
GAS MAIN �a�i Q D �.o D , - D E D.°E - .7•lJ , E -. - u� o ¢ ti
III D —
\ C / fyS
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�I D 3 EXISTING P T — — 63 o w� FP EX DI E ° MAAPLE m 48" Al EX OTCB 61 A
24" / REV /ED Y OTHERS. �' 0 LUG O (REMOVE) @ - I o REMOVE)
E \ o ' I B GRATE=715.10' "TREE � � 6 PRIVACY FE FP TOP =716.au�l
\ AK SDE SDE SDE S- SDE SDE NCDOT 840 71 I TA 94 LF OF - sE INV=710.84'
_ `�` 48' s MPO. RY PET I I
\ 'IOU AN ILL i
nd c PATH SE INV=709.78'
\ I °ILL Ou 18" PINE _ilL- R� j AP ROX API I PR 164 LF OF 18" CIPP E NTIL I
e � OAK \ \ D D De (14nC D ELO E GAS LINE f - — sr
A \ �\ Ex c(REMOVE) I 0 Y TH IRS Fp Z n LIN G 2.0% ER N FENC
GARAGE
\ \ GRATE-711.27' \ CD � o I RE ET. - I I�
WATER OAK NC PARTNERS, LLC Ds D 68 S INV=7 .40' `� I ° 8" C. MYRTLE � m E IN LUDED PLUGI AND F►I�L WITH PLOWABLE
C/0 CORTLAND PARTNERS LLC I D D :. Utility Owner U E OWER Sta. I 3 LE I I
I E POLE PLUG AND FILL WITH I covc I LO LAWN FILL CY) I z
PIDLAND PARTNERS
\ 67 Description Height AN ER SHED a
4909 WATER G/50 �° I LUG AND FILL Attachment uke E ergy ft. ❑Time Warner_ft. I CONC PLOWABLE FILL (13 CY) — UIP
DB 29726 PG 50 " C g / CONC F P 0 ERTY. a
D- Height B II o ih _ft. ❑Other ft. /
� �4" CA � °'� S — — — — � TH PLOWABLE ❑C 0T —ft. ❑Other t. EXISTING SERVICE CONc
/ (RETAIN) 36„ - - - - _ - - - IFILL (1.0 CY) Pro sed P) LI TO -E RE�v10V D
\ EX SMH C� 11RCP° ° — — — —�- Grode fi CUT ft. FILL / BY 0 L
\ �D=711.13 c 36 ' CP o — 24" RCF
IN-703.93' 4 / RemorksnN OLE ST SS{ZL / � I I I �O
SE IN�o4.sz' TAIN // sv LUG NCDOT 840.71 \ t I STEPS / I I CONC
CONC I x I
I — STEPS
w INv=7oz ° �-I II I Ex CB ETAIN \ D REMOVE 12 LF 15" RCP GAZEBO ow 22 I I co -� � Ix
_ _ R TAIN
�I NC
RELOCATE WM 1SBD
( ) EX MH ILL � _ RAYMOND FIELD & WIFE r
BST � GRA 710.73' ) l I
\ OAK I I T LID= 11.27� ,s I I A2SBD
o n PLUG NCDOT 840,71 BETTY D. FIELD
S INV 704.�12' I- 1° REPLACE 118 SY OF I / 481181WALKER RD. 2SBD m CMENDY LOGODMANR O 1
I I // CONCRETE SIDEWALK A CONC I DB 3690 PG 999 I I PID 157-183-14 X IRON ,��tarf���rt��tr4
m o I I 8 i� oa
II I °p LOUELLA ALLEN HEFNER D6 28731 Pc aoe ❑ I T ��� �N I Mtk ^'•.,
I I 4o AK/�� III \ ! / / 635 NIDSHARON AMITY RD. / I . STEPS I A2O
2SB[ �,,XO�••�SSID �00890. r/•/%,,� W
I / DB 3357 PG 442I PLU AND A WITH FLO ABLE FIwIAM AM RATI �l C C LL J ES UB S
I I r (3.3 CY) (g ` HEATHER MARIE HAGEMAN SEAL
1l I // I c) - I / PID 157-183-15
IJJC J o I BST / k1� o� D6031 69L PG 286 KER RD.
0 DI C 7�Ob,,,� O
Cg _I
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GRATER �09.1a' I I I 9 b ^� 6/28/2021
C4" OAK /1 C
NW INV=706.10' c m TAIN
MATCHL-INE SHEET 18 MATCHL-INE SHEET 18
o
63 Ln
65 o
EX. OTCB
z to ,� (TO BE REMOVED)
^ ^ ^O M O^ F
--------
----
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85 m 00 +�n??o azvi��� ---- ---
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^ z - - __---___-- -----
- _
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m v + - - EX. 12" DI � _ —
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TOP OF PIPE=706.32 0 Z Vl Lf1 U-)
-------swaEX. 6" CMP PLUG - --
EST HOLE 10-13-2014 __----- _ _ — — — — — — — — — — — j
(TO BE RELOCATED BY OTHERS) _ _ -----_ ------ ----- ---- --
708 _____-- --------------- PLUG& FILL --- —=L _ _----- — r, 5
~ -- EX. 36 oon=— — — — — — — — — — _ _ _ _ _ _ — — — — — — u
w _-- (2 9 LF TO BE REMO D) - - - - - w
L� - _ _
_ - _ — — --- — — — — — — — — — PROP. 177 LF 54" PROP. JB = ,�? � � c� wl o
------------------- --- - - - - - - -_ _ - - - - - - - - F 54" RCP 0 0,56% W MH
-- -------------- ------ _ - - - - - 3% v
---------------- _ _ - - - - - - -_ -
RCP .6 N NCDOT 840 32 N
w ------ --- ------ ------ ------ — — — — — — — — ^ STA. 60+41.14 x
_z ---------------------- --------- ---- — to N TOP ELEV=717.4
704 J------------ ------------------ ------------- --- N II II ,� _ a
o 00cb »a
------ - - ------------------ - ---- PROP. 189 LF ono 54" INV IN = 708.26 -w1
------------ RCP 2.42% MAIN S T 5 4 5 .0 0— 6 4 4.0 0 O o Q r r
a 1.-
� ^ z z ^ 54" INV OUT = 08.26 ca
WATCH I INIE SHE
U H _ - v
PROP. 56 LF 54" RCP -IV 0 0.50% a z cn o
55+00 56 00 56 50 57 00 57 50 58 00 58 50 62 59 00 59 50 60 00 0 C 0 0
700 55+50
Z > ce Ci]
54 50
N �
9 EXISTING GROUND N j O 24
z a O
EX. 4" STEEL -------- EXISTING GRO NDAa
GAS MAIN --___ 62 + d
TO B A 64 _ 00 ^
�� L N
PROP. 72 LF t° ^o o __ _---- n ^ ^
^ EX. 12" DI O EX. 1 "RCP O ^ _ ^
THIS SHEET 716 65 ^ ^ WATER MAIN II 708 _ _-_ o II II
137 LF TOTAL a No o L6 II (TO B REMOVED) ' ^ II _ F ^ O
54" RCP -IV@ 1.53% O o a^ m N z o o a N II j a O� z o= CO Z^ [zi
O ^ ^ II U ao > > m It A II Z O __--_----- 718 O 000 to > > `- v F 1-1
OO II II ? ' CL O -- EXISTING U ^ Z Z " U O _ Z O M > r
U o z z v _ o o .---------- --- CONTRACTOR TO FILL EX. _ 00 - - 00 + > W
m-- O r GROUND �� o r O.
No>>> az W-� oU �' 4LF ozrn�� z
712 a o ,� z z z 0- z 00 704 PROP. 21 1 CB TO NEW INVERT II a o 00 .
RCP @ 2.59'A - n - o ¢ 0
: s _--- 0 0 Z to w r- O O
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o z to -_-- __----- - w (�
---- — _ _ _ = _ I In Z
o 714 RE AIN EX. a
— — — — W — o ? a 18 RCP !�
z RETAIN EX' l0 w t w a EX. CMP
708 - _ _ -- -- - 700 3.4 % N N 3 - - - - - -
36 �F 15
Ln
- Q 11
II — -
-----
---------- - - 61 LF z 4
--- _ � z ? O 710
-- -- ---- 5 LF 18" 18" RCP 1.32% o o) z 3 W A
- - - OP 0 2 g0% _ J I� �I z W
696 z o mIa > 10 30 \-7PROP. 13 LF OF 18"
704 - _ 00 - z HORIZ SCA E: 1 "=20' RCP @ 0,50%
11�Z Z x 0 x O 10
= CD' w d w J
o_
EX. 36' CM x x x 89 Z 706(TO RE R--MoVFn) a
w r w w
700 SHARON A STA.1 0�00.00 — 1 21 9.75 692 90 SHARO B PRO IL E VERT SCALE: 1"=5'
120+00 120+50 121+00 p N

1ti
/4 4' CLF
k �
EXISTING POLE TO BE
REMOVED BY IT E-R
/ S
DE R VE AND
REPLACE
PLUG AND FILL
WITH FLOWABLE
FILL (12 CY)
.`' TRA
INST'.
OF TEM
i \ PET FE
gN TIL
PERNC
JAMES M. CLARK, JR.
AND WIFE, GAIL W. CLARK
PID#157-183-16
4718 WALKER RD.
DB 8487 PG 900
STEPS
TOP
SE IN
PLANTER
0
12" CEDAR
V_
PLANTER
MAZE
ROCKS & GRAVEL
REMOVE)
O1 x.0101
1
11.75'
PLUG
NCDOT 840.71
DO NOT
DISTURB
DURING
CONSTRUCT
0"
1 7 LF
CRY
E
ENT
IS RESET
PLA TER
TREE
PROTE
Utility Owner DUKE POWER
Description NEW POLE \
Attachment ei Duke Energy— ft.
Heights ❑Bell South _ft.
❑CDOT _ ft.
Proposed
Grode ft CUTft FILL
Remorks NEW POLE. REMOVE EX. POLE
AND RELOCATE 10' AWAY
PLAN It
BAR
36
PLANTER
SDE
ANTER
MAPLE
0
EPLACE 15 LF OF
4',�CH�� IN LINK
FENCE
PLANTER
Sto
Height ft
00
LF OF
PRIVACY
FENCE
APLE OU
Utility Own
Descriptio
APARTMENT
r DUKE POWER
EXISTING POLE
PAVER
PATIO
MARY HELEN HACKNEY
PID//157-183-20
1000 BRANTHAM CT.
DB 29404 PG 763
PLANTER
PLANTER
SPE
(.1 — 720 —
Sto.
Height ft
_ft.
Attochme t ®Duke Energy_ ft. ❑Time Worner _ ft.
t Heigh❑Bell South _ft. DOther _ft. DOther ❑CDOTCONC_ft.
Proposed
Grod- _ft CUT _ft FILL
Remar s EXISTING POLE TO BE TEMPORARILY REMOVED
PRIOR TO CONSTRUCTION
4' 'ICKET FENCE
PLANTER
PLANTER
PLANTER
Utility OwnT-SI POWER Sto
Descrip ion
\ Attachme
Heights
Proposed
Grade
emorks
CURB
OLDS 1
NEW POLE eFTight fi
uke Energy ft. ❑Time Warner _ft.
DB
ell South ft. DOther
❑CDOT _lt�❑Othe#i.
it CUT
NEW POLE TO BE INSTALLED AFTER
CONSTRUCTION ELOCATE EX. POLE APPROX
TRANSITION /
.30
B & G TTER
S 10.17B
2 .�
CURB TRANSIT ON 1' SAW i-f'`
CLDS 10.30 CURB R, PL5At
\ t (TYP)
LARRY STEWART JENKINS, JR.
& WIFE PATRICIA H. JENKINS
PIDf157-183-19
1008 BRANTHAM CT.
DB 3840 PG 314
PLANTER
54"RCP
LUG AT CB
CDOT 840.71
REMOVE 73 LF
36" CMP
UE LINE TO BE
DE —ENERGIZED BY
OTHERS DURING 54"
RCP INSTALLATION, k-•)—
REPLACE 42 LF OF
CONC. 2' VALLEY \�
CURB & GUTTER z
CLDS 10.17E
CURB TRANSITION
CLDS'-1-0.30
EX. GAS TO
SUPPORTED DURN
CONSTRUCTION BY
OTHERS.
CB(REMOVE)
E= 18.84'
V= 714.01 '
0" CMP
CEP
—
SDE
PLUG AND FIL
W/FLOWABLE FILL
(27 CY)
REPLACE 12 SY OF CONCRETE
DRIVEWAY CLDS 10.27A 12 IKLL
EVEL CURB HEIGHT AT
IVEWAY LOCATION
ANSITION
DANIEL G. ROWE, 111, PROPOSED
ND WIFE, EDITH H. ROWE DOWN
ID//157-183-02 GUY BY
611 WATER OAK RD.
DB 3756 PG 828 OTHERS
4' WW SPLIT
1 AIL FENCE
Attochment 1I4 Duke Energy it. ❑
Heights ❑Bell South _ft. ❑
❑CDOT _ft. tat
Pr..osed
G de ft CUT_ f FILL
DECK
\ PAVER PATIO
ERICA M HETRICK
PID#157-183-21
1001 BRANTHAM CT.
DB 29177 PG 494
1SRn \
BEVEL CURB HEIGHT TO
ZERO AT DRIVEWAY
TEPsLOCATION
10.30
;3
/
( \
CONC
CONC
1SBD
FLACE 25 LF OF
4' PICKET FENCE
CLAY DURKIN & WIFE
LINDA DURKIN
PI D #157-183— 22
1009 BRANTHAM CT.
DB 21692 PG 90
720
716
EX. 36" CMP
(TO BE ABANONDE
AND FILLE
712
708
PROP. 94 L
54" RCP i
61
PROP.
GROUND
EX. 36" CMP
0 BE REMOVED) —
TOTAL
0.50%
00
PROP 65 LF THIS SHEET
108 LF TOTAL
48" RCP @ 0.52%
EXISTING GROUND
EX. 36" CMP
(TO BE REMOVED)
EX. 30" CMP
(TO BE REMOVED)
PROP. 59 LF THIS SHEET
165 LF TOTAL
42" RCP @ 0.96%
AI \ STA. 60+ LL, 00 - 67+ 28. 53
EX. 4' SANITARY
SEWER LATERAL
(TO BE SUPPORTED
DURING CONSTRUCTION)
EX. 36" CMP
V D
X. 2" UNDERGROUND
ELECTRIC
1OP OF CABLE=716.69
TEST HOLE 10-2-2014
EX. 4" SANITARY
SEWER LATERAL
(TO BE
DURING
CONS RUCTION)
DU
EX. 6" PVC WATER
TOP OF PIPE=715.85
TEST HOLE 10-2-2014
(TO BE SUPPORTED EX. CB
RING CONSTRUCTION) (TO BE REMOVED
EX. 2" GAS
TOP OF PIPE=717.51
TEST HOLE 10-2-2014
°1 64+00
EX. 30" CMP
(TO BE ABANDONLU AN
Q 1S•.
30" CMP
CAR
PORT
NEW POLE
T". e Worner _ f
her
Other
4'x4' PUE
7
RE/LOCATE SHED
REPLACE 157 SY/ EXISTING POLE T
OF CONCRETE BE REMOVED BY
DRIVEWAY I OTHERS.
CLDS 10.27A
48" AK
0
MAPLE
SDE
SDE
SDE PLANTEk-.1
2" HOLLY
REPLACE 93 LF OF
4' CHAIN LINK FENCE
4'x4' PUE
Utility l�r er DUKE POWER Sto
Description NEW POLE Height it
Attachment 1:iDuke Energy ft. ❑Time Warner _ ft.
Heights ❑Bell South _ft. DOther _ft.
❑CDOT _ft. DOther _ft.
Proposed
Grode ft CUT _ft
Rer+rks `1EW POLE
Utility Owner DUKE POWER
Description EXISTING POLE
Attochment ®Duke Energy ft.
Heights ❑Bell South ft.
❑CDOT _ ft.
Proposed
Grade _ft C Tft FILL
Remarks NEW DOWN GUY
0+00
PROP, 25 LF 54"
RCP © 2.51%
64+50
EXISTING GROUND
PROP. 15 LF 15"
RCP @ 10.00%
BRA\T-Av
STA. 0+ 00- 0+ 1
0+25
ATC
Sto
Height / ft
❑Time Warner _ft.
DOther ft.
DOther \ ft.
LI\
FILL
REPLACE 10
LF 6'
PRIVACYOF
NCE
S
EX OTCB (REMOVE)
TOP=720.75'
FLOW IN=719.98'
BOTTOM=716.35'
®OHN DAVID
BROOKS
WIFE
<1 WENDDYD RANNON
SD
P //157-183-01
4601 WATaDOAK RD
DB 29144 P® 11
.r �0
4' WW SPLIT
RAIL FENCE
CONTRTOR TO
A0 I�fI�fALL 138
D ' OF TEMPORA
Ir, I PET FENCE -
UNTIL
-T 19
PERMANENT
FENCE 1
PLANTER
SALLY K. SHAW
PID//157-183-29
1018 LINDA LN.
DB 6940 PG 556
WARREN M. SNOWDON AND
WIFE SONYA WALLAGE SNOWDON
PID#1183-28
1024 LINDA LN.
DB�15602 PG 704
l� BRI
(
UtiINy Owner DUKE POWER St.'
Des ription NEW POLE Hei.ht ft
Attachment ®Duke Energy ft. ❑Time prner _ ft.
H ights ❑Bell South _ft. DOther _ft.
❑CDOT ft. DOther _ft.
P oposed
RI Grode ft CU ft FILL
m
emorks NEW P. E
EX. 30" CMP
(TO BE REMOVED)
PROP. 59 LF 54'
RCP @ 0.50%
.•�-\� CAR°` "..
;
:Q SEAL �� =
• 4pC E
= i llC J y : =•
65+00
swiss
6/28/2021
65+50
SHEr
CONTRACTOR TO
AVOID SERVICE
LINES. PROPOSED --
DOWN GUY BY
OTHERS.
PUE
00Q •1
co
a ztnfYTr(n
III
III
CHARLOTTE
- X. 30" CMP
:TO BE REMOVED)
10
SCALE
724
720
0
J
m
LJ
L 716
DESCRIPTION
i
e
PROP. 43 LF
THIS SHEET
108 LF TOTAL
48"RCP @
0.52%
20
30
: 1' =20
5
U
0
1
712
0
0
VERT SCALE: 1 "=5'
40
10
66+00
671-12-007
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JOHN DAVID BROOKS
AND FE WENDY BI34NNQ BROOKS
PID 15 -183-01
T R OAK RD.
730
726
722
718
714
0
10" CREPE 68
MYRTLE
SALLY K. SHAW
PID#157-183-29
1018 LINDA LN.
DB 6940 PG 556
WARREN M SNOWDON & WIFE
SONYA WALLACE SNOWDON
PID#157-183-28
PS 1024 LINDA LN.
DB 15602 PG 704
12" TREI
7
PLUG AND FILL
W/FLOWABLE FILL
(19 CY)
SSMH
LID=724.65'
NE INV=719.68'
\SWING
SET
PLAY
T
0.3
A, PLUG
NCDOT
"OAK '12" T TREE
IPA
n G q+
KACEY NEIL SP •S
AND WIFE, AMY B. SPE
ITION �.�PID#1A -131-02
RD.
4037 •G 176
S, RELOCATE GAS BELOW
STORM BOTHERS
CURB TRANSITION
CONC CLDS 10.30 —
O
ao
—
REPL CE 42 L --0F
6' PRIVACY FENCE
REPLAC
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FENCE
SDE 1'"
PU,1ti1 APLE
PL G AKA tJ
PAP E = NCIO
PL AND FILL 71
WITH PLOWABLE REMOVE18 LF
FILL (17 CY) A 30" CMP
9 Utility Owner DUKE POWER
De ion NEW POLE
AttachmQn�El Duke
Heights ❑Bell
❑CDO
Propose
Grade ft CUTft FILL
Remorks NEW POLE, REMO EX. POLE
2SRD REPLACE APPROX. 15' WEST
REMOVE AND REPLACE
92 SY OF EX TING 4'
CONCRETE SIDEWALK
CLDS 10.22 I
RELOCATE WAVER {o
METER BEHIND
SIDEWALK
ALEX M. MYRICK
& WIFE MARIA ALEXANDRA
NARANJO
PID#157-131-03
1015 LINDA LN.
DB 25824 PG 334
MICHAEL E SAVAGE
& WIFE CYNTHIA B SAVAGE
PID#157-131-04
1019 LINDA LN.
DB 13656 PG 970
Sto
Heigh
ergy ft. ❑Time orner _ft.
outh _ . i e er _ft.
ft. ❑Other _ft.
POOL
EXISTING POLE TO
BE REMOVED BY
OTHERS.
JNCTION BOX
(ABANDON)
1 a • CJ W
II N
O • 00tb m O N.
C^ II
O II II I- Mini
O p II m 1>D + z H to FiliMM I ■
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d Z N fY �� - TEST HOLE 10-►-2014
E). 6" DIP WATER
TOF OF PIPE=722.03 Milli
— _ RELOCATE B OTHERS
TEST F r �' , CMP 0D) TO BE REMO ED) ,\EX3O
�0 /
( P&LL)—
ill
1=poinniM11111
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IIII i_ O Z 11)..=.UG
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kF 2 �-
—PROPOSED 1.2 i" • N N N
PROP. 35 -1% GAS MAIN BY OTHE'!S a
RAP ©
68
JOSEPH LINN JR. L
AND WIFE JOYCELYN LINN CON
PID#157-131-01
4523 WATER OAK RD. BLOC
PUE DB 19046 PG 438 RETAININ
EX. CB
1
PROP. 106 LF THIS SHEET
16 LF TOTAL 42"RCP c' 0.96%
738
734
730
726
722
TOP OF
PIPE=732.59
TEST HOLE
10-2-2014
68
THIS SHEET
175 LF TOTAL
42" RCP © 0.51
00
EX 2- 4" CMP
- EX. 4"
Si
MEN
PROP. 43 L
F TOT
36"RCP ©
I— EXISTING GROUND
�i■
0.86%
-50
S
C)
69
20
10 3
ORIZ SCALE: 1"
5
VERT SCALE: 1
1-00
= 5'
69+50
724
720
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0
716
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SE\
STA. 10-
`EPLACE 116 LF OF
JE DE PUE 6' PRIVACY FENCE
SDEP CpuE
OU _ -• LY 12 SDL.� S
10' HOLLY
12"
8' HOL OU 8 �HOL OU
�,� 10"FR1JW OLLY 0„ `^-' 10"H�LLYI-I•
Utility Owner DUKE POWER
Description NEW POLE H,
Attachment ®Du a Energy_ ft. ❑Time
Heights Dee South _ft. ❑0th-
❑CDOT _ it. ❑Oche
Proposed / x
Grode it CUTf FILL
Remarks NEW POLE, REMO EX. POLE
REPLACE APPROX. 12' WEST
EXISTING (ROUND
ICI
�I I
EX. 24".RcPit �
1
- Min
11
30" CMP
PROP.
RCP
& (•ILL)
70
50
8.53 -
rEXISTING
--PROP_ 164 LF 1
JAIVI !ANY
VER
'3+
8.72
GROUND
+6
3
36 LF 42"
0.51 %
71+00
39
0
II
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a0+o>> 71
o^Nzz
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re) ZtI10E .
-50
CON ACTOR TO INSTALL 76 LF
TEMPOR Y PET FENCE UNTIL
PERMANENT ENCE IS RESET
JOEL L. •E MAN
AI L
PID#157-131-11
4511 ATER OAK RD.
DB 24099 PG 213
WALTER CHAVEZ
& WIFE MARIA CHAVEZ
PID#157-131-10
808 BRIDLEPATH LN.
DB 20551 PG 238
U
a
O
cr
a
724
720
rr
716
STA.
71 2
i.AS -FO BE SDPPORTED
RING CONSTRUCTION BY
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CURB TR N ITION
CLDS 10
PROP, 1
175 LF
42" RC'
72-
EXISTING
GROUND
PROF
RCP
\I\ 9A
00
30" CMP
. 15 LF OF 15"
J 10.00%
)+ 1 L. 55
REPLACE 25 LF OF
co NC. 2' VALLEY
YCURB & GUTTER
CLDS 10.17E
72�
1
732
728
REPLACE 48 LF OF
PIN(ET FENCE , .
EMPORARILY REMO
LIGHT POLE BY OTH
DURING CONSTRUCT!
/EX CB (REMOVE
GRATE=734.15
SE INV=730.42' -
;CP
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00
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25
730
726
722
73+00
73+50
0+00
1+00
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CHARLOTTE
www.NV5.com
DESCRIPTION
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6' WOOD PRIVACY
FENCE
CONC
CONTRACTORS
78
g \ UNTIL
IS
INSTALL
LF OF TEMPOTR�Y PET FENCE
PERMANENT F`EN�
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LES UP40 A / / a
PRO QY FF R
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+
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R A ��8 LF
1
(RETAIN) TOP=737.56'
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REPLACE 103 LF
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e s
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® \
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co
1
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CURB TRANSITION covc MICH WI SCOTT FARMER
&WIFE MARGARET Utility Owner DUKE POWER
CLDS 10.30 MCALEER FARMER Description EXISTING POLE
I PID#157-132-03
/-
Sta.
Height ft.
x
\
-
;' 0
3 J SDE
0 SDE
' SDE SDE —
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o g
zCX) CONC 2' VALLEY DB 7578 PG 801 Heights ❑Bell South _ ft.
o I CURB & GUTTER ❑COOT _ tt.
LL
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❑Other _ n \
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7
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PID�/157-131-19
x
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i •.
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M
/ PIDg157-131-14
813 BRIDLEPATH LN.
DB 2739 PG 140
/
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ITH AIR -SPADE.
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INLET TYPICAL SECTION
COCONUT FIBER MATTING
KEY IN A MIN. OF 12"
BELOW RIPRAP TOE AND
EXISTING
GROUND FILTER FABRIC
CHANNEL
---------------�
-----------
4 5'
--------
CLASS -If
DIRECTIONKKEYEDANLIVE
X
STAKINGOF
FLOW
SEE DETAIL
THIS SHEET
LIVE STAKING
2
SEE DETAIL
/
THIS SHEET
BENCH CHANNEL
VARIES VARIES
9'-11' 3
OUTLET TYPICAL SECTION
(STA. 1 +73.15 TO 1 +94,17)
EXISTING
GROUND
CHANNEL
-------____
DEPTH VARIES
---- -- -----_
------------------------------------------------
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°
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DIRECTION
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° °n �� °
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FILTER FABRIC
BENCH CHANNEL
VARIES VARIES KEY
9'-11' 3
IN 1.5'
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(STA. 0+18 TO 1 +73.15)
APPROXIMATELY 775
CY OF CUT FROM
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BELOW RIPRAP TOE AND
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EXISTING
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----------_
DEPTH VARIES
----
4
- --------------------
CLASS -II
RIP
KEYEDAIN
�~
DIRECTION
OF FLOW
LIVE STAKING
WITH MATTING (KEYED —IN)
LIVE STAKING
SEE DETAIL THIS SHEET
��
WITH MATTING
(KEYED —IN)
BENCH CHANNEL
VARIES VARIES
SEE DETAIL THIS
3'
SHEET
PRECAST CONCRETE BOX CULVERT
MIN. 21 SF
7' 3' 4'
3'
5'
DIRECTION
DIRECTION
OF
FLOW OF FLOW
6 SILL 1'
SILL
L
A/
BACKFILL WITH NATIVE MATERIAL,
MIN. 35 SF
(28 SF W/ SILLS)
SEE NOTE
CULVERT TYPICAL AT INLET FACE
(LEFT TO RIGHT LOOKING DOWNSTREAM)
NOTE: NATIVE MATERIAL
CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE
STREAM BED AT
THE PROJECT SITE DURING
CULVERT CONSTRUCTION. ONLY MATERIAL THAT IS
EXCAVATED FROM THE
STREAM BED MAY BE USED TO LINE THE LOW FLOW CULVERT BARREL. IF RIP
RAP IS USED TO LINE
THE HIGH FLOW CULVERT
BARREL. NATIVE MATERIAL SHOULD BE PLACED ON
TOP TO FILL VOIDS AND
PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE, NATIVE MATERIAL IS SUBJECT
TO APPROVAL BY
THE ENGINEER AND MAY
BE SUBJECT TO PERMIT CONDTIIONS.
DETA E 1
EMORY LANE CULVERT CROSSING
SURFACE FLOW DIVERSION
6" WASHED STONE
STREAM
SURFACE FLOW DIVERSION
NOTES
1. REMOVE THE STRUCTURE WHEN NO LONGER NEEDED.
(NOT TO EXCEED 1 YEAR).
2. AS A MINIMUM, DESIGN THE STRUCTURE TO PASS 2 YEAR
PEAK FLOW WITHOUT OVERTOPPING.
1 ENSURE THAT DESIGN FLOW VELOCITY AT THE OUTLET
OF THE CROSSING STRUCTURE IS NON -EROSIVE FOR THE
RECEIVING STREAM CHANNEL.
4. ADDITIONAL MEASURES MAY BE REQURIED PER THE CITY
ENGINEER BASED ON SPECIFIC SITE CONDITIONS.
WASHED STONE
VI TH
1 /2 PIPE D A. OR 12"
WHICHEVER IS GREATER.
RAP
uvul v« iu 31— r — �x 1-1- c)
PROVIDE PIPE SIZE, INVERTS, SLOPE AND MATERIAL
FOR EACH CROSSING.
NOT TO SCALE
• CITY OF CHARLOTTE a CITY OF �CY� LAND DEVELOPMENT STANDARDS CHARLOTTE
LAND DEVELOPMENT STANDARDS TEMPORARY STREAM CROSSING STD. NO REV.
C11ARIATTE.. INCLUDES CHARLOTTE ETJ 30.14 1 5 CILIRLOTTE..
INCLUDES CHARLOTTE ETJ
TRENCH TO BE BACKFILLED WITH APPROVED
SUITABLE MATERIAL AS DIRECTED BY THE MANHOLE FRAME AND COVER
ENGINEER J
Q
1/2" CEMENT MORTAR TYP, o
PROPOSED SIDEWALK STANDARD FRAME, GRATE AND HOOD C/L 1'-51/» z
OR PLANTING STRIP
6" MIN. e e
SLOPE 1"/FT.
1
6"CLEAR
° ° �2" KEY MIN.
8" MIN.
°
a 12"
12" MINIMUM COVER OR AS SPECIFIED BY UTILITY COMPANY.
24"
c
DOWEL DETAIL
SELECT BACKFILL OR
FLOWABLE FILL /
NOTES
1. PRIOR APPROVAL FROM THE CITY ENGINEER
IS REQUIRED,
2. THIS STRUCTURE IS TO ONLY BE USED ON
CITY MAINTAINED STREETS AND NOT ON
NCDOT STREETS WITHOUT THEIR PERMISSION.
EXISTING UTILITY LINE
SEE CATCH BASIN DETAIL
REBAR DOWEL @ 6"
SEE DETAIL
A g
a
SEE APPROPRIATE
ROADWAY SECTION
1 9-3/4"
D
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1-1/2" COVER
(TYP.)
\_#4 REBAR @ 6"
O.C. BOTH WAYS
( TYP. ).
SEE STEP DETAIL
(STD 2012 OR
NCDOT 840.66)
OFFSET CATCH BASIN (OLDS 20.34 - MODIFIED
NOT TO SCALE
TNCA Ro� •,
•FESSI •.•q11
SEAL
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P, .
6/28/2021
TOP OF BANK
INSTALLED LIVE STAKE
(SEE DETAIL)
TOE OF BANK
b uu/iKt l,U I I
BUDS FACING
IPWARDS
ANGLE CUT
45DEGREES
X5
LIVE STAKE DETAIL
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
JERAL NOTES
LAY BLANKETS LOOSELY AND
STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE SOIL
DO NOT STRETCH.
* DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADDITIONAL
REQUIREMENTS THAT MUST BE
MET.
SLOPE SURFACE SHALL BE FREE
OF ROCKS, SOIL CLODS, STICKS,
GRASS. MAT/BLANKETS SHALL
HAVE GOOD SOIL CONTACT.
THE DETAIL SHOWN IS FOR SLOPE
MATTING. FOR CHANNEL OR PIPE
OUTFALL MATTING SPECIFICATIONS,
PLEASE REFER TO NCESCPDM
STANDARD #6.17 AND
MANUFACTURER'S GUIDELINES.
R FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
NOT TO SCALE
EMBANKMENT MATTING DETAIL
30.20 11
LIVE STAKING
X1 X2 EXISTING TREES AND/OR SHRUBS
LIVE STAKE, SHOWN Xg DRIP LINE
WITH LEAF AND
ROOT DEVELOPMENT
xx1
//� ;
46
X3 X22 • \\ • •/ /
APPROXIMATE /\•J' 7��\ / TOP OF BANK
BASE FLOW /��/,•/ //.� v
WATER LEVEL
// APPROXIMATE
BASE FLOW
/ / LIVE STAKE, TYP. WATER LEVEL TOE OF BANK
\\/\\\ \\\/\\\ \\\ (SEE DETAIL)
CROSS SECTION
X7
PLAN VIEW
EROSION CONTROL MATTING,
IF SPECIFIED (SEE NOTE 1)
INSTALLED LIVE STAKE DETAIL
VARIABLE
VALUES
UNIT
DESCRIPTION
X1
1
FT
LIVE STAKE PLACEMENT FROM TOP OF BANK
X2
2
FT
LIVE STAKE SPACING
X3
AT BASE
FLOW
FT
LIVE STAKE SPACING TO BASE FLOW WATER LEVEL
X5
30
IN
LIVE STAKE LENGTH
X6
18
IN
DEPTH OF LIVE STAKE INTO GROUND
X7
1/-1 2
IN
LIVE STAKE DIAMETER
NOTES:
1. INSTALL WOVEN COIR FIBER MAT WITH LONG STRAW MULCH BENEATH MAT.
2. INSTALL LIVE STAKES STARTING AT THE BANKFULL ELEVATION ON A 2' BY 2' TRIANGULAR SPACING.
3. DRIVE LIVE STAKES IN AT A RIGHT ANGLE TO THE STREAM BANK USING A DEAD BLOW HAMMER.
4. STAKES SHOULD HAVE A DIAMETER IN THE RANGE OF 0.5" TO 1.5".
5. SEE SPECIAL PROVISIONS FOR LIVE STAKE SPECIES.
6. LIVE STAKES SHALL NOT BE PLACED WITHIN THE DRIP LINE OF ANY EXISTING TREES AND/OR SHRUBS THAT REMAIN ON THE BANKS.
7. LIVE STAKES SHALL BE FASHIONED FROM DORMANT CUTTINGS, INCLUDING:
CORNUS AMOMUM (SILKY DOGWOOD)
SAMBUCUS EBULUS (ELDERBERRY)
CEPHALANTHUS OCCIDENTALIS (BUTTONBUSH)
ON SHEET 19 ONLY, LIVE STAKES SHALL INCLUDE A COMBINATION OF THE ABOVE MENTIONED LIVE STAKES AND APPROXIMATELY 50% OF THE LIVE
STAKINGS SHALL INCLUDE DORMANT CUTTINGS, FROM WOODY PLANT SPECIES INCLUDING:
ACER RUBRUM (RED MAPLE)
ULMUS ALATA (WINGED ELM)
8. THE PLAN VIEW ILLUSTRATES A PERPENDICULAR PERSPECTIVE OF EACH SURFACE DEPICTED IN THE CROSS SECTION.
9. RIPARIAN SEED SHALL BE APPLIED PRIOR TO THE COIR FIBER MAT AND LONG STRAW MULCH IN THE FOLLOWING MIX:
Common Name
Scientific Name
Percent Nix
Common Name
Scientific Name
Percent Nix
Blacke ed Susan
Rudbeckia hirta
20
River Oats
Chasmanthium latifolium
5
Soft Rush
Juncus Effusus
10
Broomsed a
Andro 0 on vir inicus
5
Fox Sedge
Carex Vul indoidea
10
Golden Tickseed
Coreo sis Tinctoria
5
Deerton ue
I Panicum Clandestinum
8
1 Little Bluestem
Schizach rium Sco arium
5
Partrid a Pea
Chamaecrista fasciculata
10
Riverbank Wildrye
EI mus ri arius
2
Penns Ivania Sedge
Carex Pens vanica
5
Switchgrass
Panicum vir atum
2
Redtop Panicgrass
Panicum RZ idulum
5
Sideoats Grama
Bouteloua curti endula
4
Blue Grama
Bouteloua gracilis
4
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EDGE OF PAVEMENT No
*END RESURFACING I I DIRECTION OF TRAFFIC
LIMITS 15' PRIOR I A A
TO EDGE OF HUMP
15'* 15'*
STREET
CENTERLINE
DIRECTION OF TRAFFIC
I I*END RESURFACING
B LIMITS 15 PRIOR
TO EDGE OF HUMP
3.5"-4.0"
PARABOLIC ---,
10,
VARIES
1' MIN TAPER
2' MAX
Plan View
B
FLAT
5'
Section A -A
CURB I EXISTING PAVEMENT
Section B-B
3.5"- 4.0"
,-PARABOLIC
10,
TYPE SF9.5A ASPHALT
CONCRETE PER NCDOT
STD. SPECS (SECT. 610 & 620)
TACK COAT PER NCDOT
STD. SPECIFICATIONS.
(SECT. 605)
TYPE SF9.5A ASPHALT
12 CONCRETE PER NCDOT
TAPER STD. SPECS (SECT. 610 & 620)
SHOULDER
(1' MIN) EXISTING PAVEMENT TACK COAT PER NCDOT
STD. SPECIFICATIONS.
(SECT. 605)
Shoulder Detail For Streets
Without Curbs
NOTES:
THE ASPHALT PLANT MIX SHALL
BE COMPACTED TO A DENSITY
OF AT LEAST 94%
NOT TO SCALE
CTTYOF CHARLOTTE
DEPAUXW OF TRAIVSPORTAITON
600 EAST FOURTH STREET CHARLOTTE, NC 28202
ROAD HUMP
02/10/12 STD.NO. TC-001 I SHEET 1 OF 2
DTICH DETAL A
EXISTING
G_X
ROUND
GRADE BANK AS 0.5' MIN.
NEEDED AND SHOWN
ON PLANS. INSTALL
LIVE STAKING AND
MATTING
SEE DETAIL SHEET D1
FOR STA. 104+ 39.50-108+ 00
DIRECTION
OF FLOW
EXISTING
GROUND
EXISTING CHANNEL
DITCH DEPTH
VARIES
N WS
SLOPE: EXISTING (VARIES), SEE PROFILE SHEET 17
TYPICAL PAVEMENT MARKINGS
22'
EDGE
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DIRECTION
OF TRAFFIC
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N
DIRECTION
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12"
12" WHITE MARKINGS
NOT TO SCALE
CRYq/O�F� CHARLOTTE
IR0PORT00K
600 EASTDEP URARDWOf
NC 28202
ROAD HUMP
DATE: 02/10/12 STD.NO. TC-001 SHEET 2 OF 2
EXISTING
GROUND
INSTALL LIVE ST
AND MATTING
SEE DETAIL SHE
TRAVEL LANE
_ _
CENTERLINE
_
sTRE_Er-
CENTERLINE
TRAVEL LANE
CENTERLINE
-
EDGE OF PAVEMENT
10
I 5'
S'
10
DITCH DETAL B
FOR STA, 108+ 00-110+ 00
DIRECTION
nF FI nw------------------------
CHANNEL
DEPTH VARIES
---soft—w I I Iz 1-1 1 1-1 11
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IIIII III— _ =III
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57 STONE 1.5' DEEP
WITH GEO EXTILE TY E 2
(B)-TOP OF TAILINGS ELEV.
FLOODPLAI N 3' 3' w 3' 3'
SILL, TYPICAL
2'
FILTER
FABRIC
HEADER BOULDER, TYPICAL
FOOTER BOULDER, TYPICAL
CROSS SECTION
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TOP OF BANK
(SEE NOTE 3)
WELL GRADED -----____
MIX CLASS B --
AND #57 STONE
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ROCK 4% GRAVEL TAILINGS WITH GEOTEXTILE
TYPE 2
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p 2' DROP (MAX) FLOW
FILTER SPLASH PAD
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FABRIC
PROFILE
NOTES:
1. USE AVERAGE ROCK SIZE 2'X2'X1.5' FOR BOULDERS UNDER HEADER ROCK. SOME VARIATION
IN HEADER ROCK IS PERMITTED (MIN. 2'X2'X1').
2. ROCKS SHOULD BE HAND PICKED AND FITTED TO AVOID GAPS.
3. COARSE BACK FILL SHALL BE NATURAL GRAVEL TAILINGS. PLACE COARSE BACKFILL TO FILL
ANY GAPS BETWEEN THE VARIOUS STONE SIZES. COARSE BACFILL THICKNESS SHALL BE
EQUAL TO THE TOTAL DEPTH OF THE HEADER AND FOOTER BOULDERS.
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00 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) = 3,600 psi AT 28 DAYS IN ACCORDANCE y r
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GD Ga [ I � 21 0 psio_
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OF CONCRETE MASONRY AT 28 DAYS SHALL BE f'm 7 1,500 psi.
4. SOIL BELOW THE PROPOSED FOOTING SHALL BE CAPABLE OF RESISTING A MINIMUM BEARING PRESSURE OF
2000 PSFo
5. CONTRACTOR SHALL VERIFY SOIL CONDITIONS MEET THE MINIMUM BEARING PRESSURE BY DYNAMIC CONE
PENETRATION (DCP)TESTING PERFORMED BY QUALIFIED PERSONNEL.IF-BEARING PRESSURE DOES NOT `�
MEET MINIMUM REQUIREMENTS, THE CONTRACTOR SHALL HAVE A GEOTECHNTCAL ENGINEER DETERMINE A i
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#5V1 BAR ■
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N
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8. CUT ALL REINFORCING BARS 2"CLEAR AROUND PIPES,MANHOLE AND FRAME GRATES AND HOOD AS NECESSARY. a,
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9. REINFORCING BARS MAY BE ADJUSTED SLIGHTLY FOR CLEARANCE WITH OTHER BARS.
do
10. INSTALL OPTIONAL MANHOLE OR FRAME, GRATES AND HOOD IN POSITION AS DIRECTED BY THE ENGINEER°
FLANGE OF MANHOLE OR FRAME, GRATE AND HOOD SHALL BE SUPPORTED ON AT LEAST ONE FULL HEIGHT WALL. H
03 CUT OR BEND ALL REBAR CROSSING THIS OPENING TO ALLOW 2"MINIMUM CONCRETE COVERAGE. ENCLOSE THE
OPENING WITH 8-#5A1 BARS TIED TO THE REBAR MAT AND SET SO A MINIMUM OF 3"CONCRETE COVER IS
ATTAINED.. REFERENCE STD. N0. 840.54 FOR MANHOLE OR 8,10.03 .FOR FRAME, GRATES- AND HOOD INFORMATION° z
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13. IF ,PROPOSED STRUCTURE EXCEEDS 15 -0„VERTICAL HEIGHT A DESIGN WILL BE REQUIRED FOR APPROVAL. w w o
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16. ALL CMU CELLS SHALL BE FULLY GROUTED. GROUT FOR FILLING CMU
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SEE STANDARD 840.54
GRADE
FOR MANHOLE COVER &
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FRAME, GRATES AND -HOOD
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348
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ASSUMED LIVE LOAD= HL 93
3" 0 WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH
SECTION 420-11 OF THE 2018 NCDOT STANDARD SPECIFICATIONS.
THE ENGINEER SHALL CHECK THE LENGTH OF THE
CULVERT BEFORE STAKING IT OUT TO MAKE CERTAIN
THAT IT WILL PROPERLY TAKE CARE OF THE FILL.
EXISTING TWO 42"RCP TO BE REMOVED.
DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL
REINFORCING STEEL EMBEDDED IN BARREL ARE SHOWN
ON WING SHEET.
THE CONCRETE FOR THE PRECAST UNITS SHALL ATTAIN A
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 P.S.I..
THE CONCRETE FOR THE HEADWALLS, WINGS AND END CURTAIN
WALLS SHALL BE CLASS "A" CONCRETE AS PER THE
2018 NCDOT STANDARD SPECIFICATIONS.
CAST -IN -PLACE CONCRETE SHALL BE POURED IN THE FOLLOWING
ORDER:
1. WING FOOTINGS, AND CURTAIN WALL.
2. HEADWALLS, WING WALLS.
ALL PRECAST UNITS SHALL BE PLACED PRIOR TO POURING THE
WINGS, END CURTAIN WALLS AND HEADWALLS. THE EXTERIOR
PRECAST UNITS SHALL BE SUPPORTED TO ACCOMMODATE UNDERMINING
TO PROVIDE FOR THE WING FOOTINGS TO BE POURED TO THE DEPTH
AND DIMENSIONS AS SHOWN ON THE PLANS.
BEDDING MATERIAL SHALL HAVE A THICKNESS OF AT LEAST
1'-O" BELOW THE BOTTOM OF THE PRECAST UNITS.
THE MATERIAL SHALL BE FORMED AND SCREEDED TO THE PROPER
ELEVATION AT LEAST 3'-0"BEYOND THE SIDES OF THE PRECAST
UNITS.
THE PRECAST UNITS SHALL BE CAREFULLY POSITIONED ON THE
PREPARED BEDDING MATERIAL, FEMALE END UPGRADE WITH
THE MALE END FULLY INSERTED AND EACH JOINT CHECKED
FOR ALIGNMENT PRIOR TO JACKING THE UNIT INTO PLACE.
SATISFACTORY FITTING AND PROPER GRADE SHALL BE
MAINTAINED AS THE WORK PROCEEDS.
WHEN ANY PRECAST UNIT IS DAMAGED DURING HANDLING,THE
ENGINEER AT HIS DISCRETION SHALL REJECT THE UNIT AS
BEING UNFIT FOR INSTALLATION AND THE CONTRACTOR SHALL
REMOVE SUCH REJECTED UNIT FROM THE PROJECT. MINOR
DAMAGE TO THE UNIT MAY BE REPAIRED BY THE CONTRACTOR
WHEN PERMITTED BY THE ENGINEER.
CARE SHALL BE TAKEN DURING BACKFILL AND COMPACTION
OPERATION TO MAINTAIN ALIGNMENT AND PREVENT DAMAGE TO
THE JOINTS. UNITS WHICH BECOME MISALIGNED, SHOW
EXCESSIVE SETTLEMENT, OR HAVE OTHERWISE BEEN DAMAGED BY
THE CONTRACTOR'S OPERATION SHALL AT THE DISCRETION OF
THE ENGINEER BE REMOVED AND REPLACED BY THE CONTRACTOR
AT NO COST TO THE CITY OF CHARLOTTE.
CONCRETE CHAMFERS ON EXTERIOR LONGITUDINAL EDGES OF THE
PRECAST UNITS MAY BE AS PER THE FABRICATORS
RECOMMENDATION, HOWEVER ALL WORKMANSHIP SHALL PROVIDE
CONCRETE COVER OVER THE WELDED WIRE FABRIC AS SPECIFIED
ON THE PLANS AND THE CONCRETE CHAMFERS CHOSEN SHALL IN
NO WAY FUNCTIONALLY LESSEN THE DESIGN SHOWN ON THE
PLANS.
DESIGN EARTH COVER = 1.25 FT
FOR PRECAST REINFORCED CONCRETE BOX CULVERT, SEE
SPECIAL PROVISIONS.
A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED TO THE
FILL FACE OF EACH WING COVERING THE ENTIRE LENGTH OF THE
EXPANSION JOINT.
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42'-10"
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ELEV.669.00
— — — — — — — — — - - — — — - — — - — — - — — - — — - — — -- —
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CULVERT SECTION NORMAL TO ROADWAY
LENGTH OF CULVERT = 67'-3"
24'-5"
42'-10"
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CAST -IN -PLACE
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M
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NO.
SIZE
TYPE
LENGTH
WEIGHT
D1
32
6
1
1'-8"
80
D2
28
4
STR
3'-4"
62
D3
14
4
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3'-10"
36
D4
32
5
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11"
31
D5
6
6
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1'-2"
11
D6
6
6
STR
8"
6
G1
4
5
STR
15'-8"
65
S2
6
8
STR
15'-8"
251
TOTAL LBS. 542
LENGTH & WEIGHT OF THESE BARS
WILL NEED TO BE ADJUSTED ONCE
THE ACTUAL PRECAST BOX WIDTH IS
KNOWN. (ASSUMED 6" THICK WALLS)
9" D1
O
21/4
THREADED
BAR TYPE
WING
FILL FA�r
#57 STON
0
I
SET #57 STONE AND
BAGGED STONE AT
THE BOTTOM OF
THE WEEP HOLES.
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ONE CUBIC FOOT OF #78M
STONE IN BAG OF POROUS
FABRIC SECURELY TIED.
USE AT EACH WEEP HOLE.
3" 0 WEEP HOLE
;ULVERT WALL
)R WING
-'TREAM FACE
6" SQUARE ALUMINUM OR
GALVANIZED STEEL WIRE
4 MESH HARDWARE CLOTH
6"MIN. OF COMMERCIAL QUALITY.
ANCHOR FIRMLY TO FILL
( TYP.) FACE.
VIEW Y-Y
WEEP HOLE DETAIL
(WINGS ONLY)
NOTES:
CONTRACTOR IS RESPONSIBLE FOR FIELD DETERMINING THE EXACT LOCATION OF THE PROPOSED STRUCTURES TO INSURE PROPER PLACEMENT
OF OPENINGS.
CONTRACTOR SHALL SUBMIT "SHOP DRAWINGS" TO THE CITY, FOR APPROVAL.
CONTRACTOR'S "SHOP DRAWINGS" SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA
AND APPROVED BY THE CITY PRIOR TO FABRICATION AND INSTALLATION.
CONTRACTOR'S ENGINEER SHALL DETERMINE OPENING LOCATION AND ADDITIONAL REBAR SIZE AND PLACEMENT DUE TO ADDITIONAL LOADS
FROM DROP INLET, CATCH BASIN OR MANHOLE AND REDUCED STRUCTURAL SUPPORT RELATED TO OPENINGS IN TOP SLAB.
THE CONTRACTOR HAS THE OPTION TO PLACE THE #5 DOWELS WHEN THE PRECAST CULVERT SECTIONS ARE CAST IN LIEU OF THE STRUCTURAL
INSERTS.
CATCH BASINS TO BE CONSTRUCTED
PER NCDOT STD.840.01
#5D4 DOWELS & STRUCTURAL
CONNECTION INSERTS (Q)EQ.SPA.—\
(12"O.C. MAX.)
A A A <
L� `PROPOSED A
BOX CULVERT � ••
---------------------------------------------------------------- --------------------
DRAINAGE 2'-0" X 3'-0" DRAINAGE
STRUCTURE OPENING STRUCTURE
WALLS WALLS
nl A AI
CENTER #5D4 DOWELS IN
WALL (7" LENGTH) TO TIE
INTO BOX CULVERT
#5D4 DOWELS
� 7"MAX, CUT AS NECESSARY TO
STAY BELOW ASPHALT SURFACE
DRAINAGE STRUCTURE TIE-IN TO BOX CULVERT
OPENING FOR
STORM DRAINAGE
STRUCTURE AT THE
TOP OF THE BOX
CULVERT
SECTION A -A
STRUCTURAL
CONNECTION
INSERTS (TYP.)
(SEE DETAIL A)
0
I
----PROPOSED
BOX BOX CULVERT
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DocuSign Envelope ID: C68002E1-F914-4213-BCE4-63333904F7F0

DocuSign Envelope ID: C68002E1-F914-4213-BCE4-63333904F7F0

DocuSign Envelope ID: C68002E1-F914-4213-BCE4-63333904F7F0
u
rn
#4 "T" BARS
2-#4V1 Cad 9" FILL FACE
ELEV. 698.73—\
1-#4V1 STR. FACE
-----� °------------- 0
-----
B
#7G1 e 1'-0"CTS.
EACH FACE —\
2-#4B1
PLAN
2-#4V1 Cq) 1'-6"
STR. FACE
2-#4B3
& BOTTOM
o `4
5Z6
4Z7 r-
I
Ln
2-#4V1 Cad 9" FILL FACE
1-#4V1 STR. FACE
3" 0 DRAINS
6" ABOVE
FLOW LINE
"No I �PAr
1114 101A 11101 E milli m*j I
------------------------ - ---' 2-#4B2 2-#4B4
2-#5N1 3-#4V1 0 9" 3-#5N1 2-#5N1
FILL FACE
8-#4V1 Cq) 1'-6" CTS. STR. FACE
3" 14-#4V1 0 9"CTS. FILL FACE
14-#5N1 9" CTS. FILL FACE
"Z" BARS
LEFT WING ELEVATION
Br
ELEVATION
CONST. JT.
I
rn
0
I
#4H5
Ln #4H4 #4V2
vi =
I
#4H3 #4V3
rn
2
�
W �� QUU
@ Jai �� LLr'
J 2 (n N
�QLI
L- NNF2
N N @ LA N
rn � I
V1
------ - --rn J
-- -- - - - --
t0
8 SPA. 0 9" FILL FACE
3-V2, 2-V3, 2-V4, 2-V5
4 SPA. Cq) 1'-6"STR. FA(
2-V2, 1-V3, 1-V4, 1-V5
#4V4
#4V5
#4H2
------- ---------
#4T5
--
- - --
'\Z" BARS
4-^5N2
5-#5N1
Cd 9" CTS.
cad 9" CTS.
FILL FACE
FILL FACE
RIGHT WING
ELEVATION
BAR TYPES
3 �/2„
1
H1
11'-5"
H2
6'-7"
H3
5'-7"
H4
3'-9"
H5
1'-11"
N
Z Z
2
rn N
Ll
`1 -J
ZS
Z2
4'-1"
8"
Z3
3'-10"
8"
Z4
3'-8"
8"
Z5
4'-0"
8"
Z6
3'-5"
7"
Z7
2'-10"
0
HK.
3
ALL BAR DIMENSIONS ARE OUT TO OUT.
GENERAL NOTES:
BILL
OF
MATERIAL
w
O
••i
BAR
NO.
SIZE
TYPE
LENGTH
WEIGHT
B1
4
#4
STR
6'-0"
16
B2
4
#4
STR
3'-6"
9
B3
4
#4
STR
5'-5"
14
B4
4
#4
STR
3'-10"
10
G1
6
#7
STR
15'-7"
191
H1
11
#4
1
12'-0"
88
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z�
-w >
z uj
J w N
000
z N CDa
S.r �WUO c
a w z cm'm
wLu �w
�zLu
-m �
ww
a ago �-
inoati
za: z�
H2
5
#4
1
7'-2"
24
H3
1
#4
1
6'-2"
4
H4
2
#4
1
4'-4"
6
H5
1
#4
1
2'-6"
2
N1
26
#5
2
4'-5"
120
N2
4
#5
2
3'-5"
14
T1
6
#4
STR
20'-7"
82
T2
64
#4
STR
2'-6"
107
T3
2
#4
STR
11'-4"
15
T4
1
#4
STR
10'-0"
7
T5
3
#4
STR
6'-9"
14
V1
33
#4
STR
7'-9"
171
0
s
w
V2
5
#4
STR
6'-6"
22
V3
3
#4
STR
5'-6"
11
V4
3
#4
STR
4'-6"
9
V5
3
#4
STR
3'-6"
7
Z1
5
#6
3
1 4'-11"
37
Z2
3
#6
3
4'-9"
21
Z3
3
#6
3
4'-6"
20
Z4
3
#6
3
4'-4"
20
Z5
3
#6
3
4'-8"
21
Z6
3
#5
3
4'-0"
13
Q
Z7
3
#4
3
3'-4"
7
REINFORCING
STEEL
1082
LBS
USE CLASS "A" CONCRETE. CLASS A CONCRETE 13.6 CY
CHAMFER ALL EXPOSED CORNERS 1".
ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING STEEL ARE TO CENTERS OF BARS.
PLACE STONE DRAIN CONSISTNG OF ONE (1)CUBIC FOOT OF NUMBER 78M STONE CONTAINED
IN A POUROUS FABRIC AT EACH WEEP HOLE. PLACE SUBDRAIN FINE AGGREGATE BENEATH, AROUND
AND OVER THE STONE DRAIN SO THE STONE DRAIN IS COMPLETELY COVERED BY A LAYER OF SUBDRAIN
FINE AGGREGATE AT LEAST ONE (1)FOOT THICK. WHERE THERE IS MORE THAN ONE WEEP HOLE IN A
WING WALL, PLACE A HORIZONTAL DRAIN OF SUBDRAIN FINE AGGREGATE AT LEAST ONE (1)FOOT SQUARE
IN CROSS SECTION TO CONNECT ALL STONE DRAINS. PLACE A VERTICAL DRAIN OF SUBDRAIN FINE
AGGREGATE AT LEAST ONE (1)FOOT SQUARE IN CROSS SECTION AT EACH WEEP HOLE TO AN ELEVATION
OF TWO (2)FEET BELOW THE SURFACE OF THE EMBANKMENT.
10,
2" CLR.
2" CLR.
rn
-►-�
if
FILL FACE
6-#7G1
rn
I
00
#4V1 C3) 1'-6"
(-0
N
8"
#4T2 C� 6"-
#4V1 e 9"
1'-6"
#5N1 Cq) 9"
o
15
u
6-#4T1 I 3'-0"
SECTION B—B
10"
2"CLR.
2" CLR.
II
FILL FACE
#4V1 cD
#4V1 9"—\4
M
I
9" 00
#5N1 Cq) 9" #4H1
"Z" BARS
;�, #4T3
p lD
I
#4T4 iv
8 0
I
VARIES
SECTION A —A
10
10"
2"CLR. =� s w
' i
FILL FACE
z
o -
BARS
"V" BARS
�
W
C� 9"
O
o
9
#5N1 9"
O
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"H" BARS
"Z" BARS
0
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m
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Z`v o rn #4T5
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8
VARIES Q 0-1
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DocuSign Envelope ID: C68002E1-F914-4213-BCE4-63333904F7F0
#41
1'-11"
ELEV. 694.67
3-#4N1 e 8" FILL FACE
2-#4V1 STR. FACE
i` 3" 0 DRAIN
' 6" ABOVE
`\i FLOW LINE
°1 ELEV.
ao ;' 688.4
o N
-h I' �
-----
7'-99/6„
6'-10"
6 5/6„
6 s
P & BOTTOM
& BOTTOM
SPA. @ 9"
Z" BARS IN
OP OF FOOTING
BAR TYPES
31/2 „
1
1
H1 4'-11"
H2 2'-11"
N v
z z zrn z
2
env rn
Z1 3'-5" 6"
Z2 3'-0" 6"
Z3 2'-7" 6"
0VI
3 �
ALL BAR DIMENSIONS ARE OUT TO OUT.
BILL OF MATERIAL
BAR
NO.
SIZE
TYPE
LENGTH
WEIGHT
B1
6
#4
STR
4'-3"
17
B2
6
#4
STR
3'-10"
15
B3
4
#4
STR
4'-7"
12
B4
4
#4
STR
3'-6"
9
B5
2
#4
STR
2'-5"
3
B6
2
#4
STR
2'-1"
3
G1
2
#7
STR
14'-3"
58
G2
2
#7
STR
8'-8"
35
H1
10
#4
1
5'-6"
37
H2
4
#4
1
3'-6"
9
N1
12
#4
2
7'-11"
63
N2
4
#4
2
6'-7"
18
N3
4
#4
2
5'-8"
15
N4
4
#4
2
4'-9"
13
T1
6
#4
STR
16'-10"
67
T2
92
#4
STR
2'-6"
154
T3
6
#4
STR
10'-9"
43
T4
6
#4
STR
5'-3"
21
V1
7
#4
STR
5'-9"
27
V2
2
#4
STR
4'-10"
6
V3
2
#4
STR
3'-11"
5
V4
2
#4
STR
3'-1"
4
Z1
6
#4
3
3'-11"
16
Z2
4
#4
3
3'-6"
9
Z3
4
#4
3
3'-1"
8
B
2-#4V1 Cad 1'-4" 2-#4V1 STR. FACE 2-#4N1 e 8" FILL FACE REINFORCING STEEL 667 LBS
#7G1 STR. FACE #7G2
_#4B1 GENERAL NOTES:- CLASS A CONCRETE 9.2 CY
2-#4B1 2-#4B3 2 1-#4V1 STR. FACE
USE CLASS "A" CONCRETE.
2-#4B5 CHAMFER ALL EXPOSED CORNERS 1".
ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING STEEL ARE TO CENTERS OF BARS.
PLACE STONE DRAIN CONSISTNG OF ONE (1)CUBIC FOOT OF NUMBER 78M STONE CONTAINED
oo> IN A POUROUS FABRIC AT EACH WEEP HOLE. PLACE SUBDRAIN FINE AGGREGATE BENEATH, AROUND
11 AND OVER THE STONE DRAIN SO THE STONE DRAIN IS COMPLETELY COVERED BY A LAYER OF SUBDRAIN
> x FINE AGGREGATE AT LEAST ONE (1)FOOT THICK. WHERE THERE IS MORE THAN ONE WEEP HOLE IN A
oo
10" I10" WING WALL, PLACE A HORIZONTAL DRAIN OF SUBDRAIN FINE AGGREGATE AT LEAST ONE (1)FOOT SQUARE
2-#4B6 IN CROSS SECTION TO CONNECT ALL STONE DRAINS. PLACE A VERTICAL DRAIN OF SUBDRAIN FINE
AGGREGATE AT LEAST ONE (1)FOOT SQUARE IN CROSS SECTION AT EACH WEEP HOLE TO AN ELEVATION
--- --- --- -- --- -- 1 - OF TWO (2) FEET BELOW THE SURFACE OF THE EMBANKMENT.
--------- - -
V44B2 � 2_�gg4 2- 46 TCONST.JT.
"--3-"4N1
(a-) 8„
B 44J FILL FACE
ELEVATION
v�
U
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N
U =
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2-N2, 2-N3, 2-N4
2 SPA. e 1'-6" STR. FACE FILL FACE
1-V2, 1-V3, 1-V4
#4N1 e 8"
#4V2 M
#4V1 Ca) 1'-4" PIPE NOT
K#4N4
#4V3 SHOWN
#4N3
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#4T2 60 6":J�
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#4T4.
1V__j --------------
WING ELEVATION
4 "Z" BARS
6-#4 "T" BARS
3,-0"
SECTION B—B
10" 2"CLR.
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II
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"V" BARS
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C� 9" g„ H
"Z" BARS a
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SECTION A -A
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GENERAL NOTES:
1. UNIFORMLY GRADE A SHALLOW NOTES:
DEPRESSION APPROACHING THE
INLET. 1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE AND RAILROAD BALLAST SHALL BE LOCATED WHERE
STEEL POST 6 MAX. STEEL POST TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
INLET. SPACE POSTS EVENLY AROUND 4' MAX. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
z FILTER FABRIC THE PERIMETER OF THE INLET, A 19-GAUGE HARDWARE CLOTH ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
MAXIMUM OF 4 FEET APART. """"'""------ """""""""-"" 1"
WOVEN FILTER FABRIC J- (-a MESH OPENINGS) STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
m 1
a< FLOW ��e' 3. SURROUND THE POSTS WITH WIRE """"'""'"""""' 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
'�I III-1I MESH HARDWARE CLOTH. SECURE ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE SWEPT BACK ONSITE ON A NIGHTLY BASIS.
i1=w=1 -m=m THE WIRE MESH TO THE STEEL 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN III=IIEm=III=III=IIEII-
I-III-III=III= =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III 11=III=III--m=1�ii -III-III-III_Ilr-1 POSTS AT THE TOP, MIDDLE, AND
o =1 IIgul Fluid= 3' WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
III=III-III-III III-III-III-III-III-III-III-III-III-III-III-III=III-III-III-I III=III-II BOTTOM. PLACING A 2-FOOT FLAP
N =III=III=III= -III-III-III-III-III-III-III-III=III=III-III-III=III=III-III 11=III=III-- NCDOT #5 OR #577 APPROVED SEDIMENT BASIN SEE STD. NO. 30.118.
TI-III=III -III '11=III=III=III=III=III=III-III=III=III=III=III=III=III=III=1 �III-III-I' OF THE WIRE MESH UNDER THE
-"'-liI=III= =III=III-III=III=III-I" =III=III=III=111=111=111=III-III:-111-11' a' MIN. GRAVEL FOR ANCHORING IS WASHED STONE 2 6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 1&24 & 1&25) TO
--lil-li "'-III=III„III=I" RECOMMENDED. _____ _ ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
4. PLACE CLEAN GRAVEL (NC DOT #5 -'7 16 MIN. 100' MIN.
GENERAL NOTES: OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES """""' PUBLIC STREET
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS. AROUND THE WIRE, AND SMOOTH TO -
AN EVEN GRADE. 2' EXISTING GROUND '�, III -I Z L=III=III= III-III-III-II-7-II-II=ITI=ITI=ITI=ITI=ITI=ITI=IIE
I L-III - rl T i_IT L=11 L=11 L=1iLITI-III-ITi-ITI-ITi=ITi-I I L=. I I L=I T L-I 1, 1
.III=1 III-III=11I=III-III=11I=11I=11
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TI =III=III=III=III=III=III=- SOIL STABILIZATION FABRIC
TYPE. MAINTENANCE NOTES: 5. ONCE THE CONTRIBUTING DRAINAGE ITi-ITi-ITi-ITi=IM51
AREA HAS BEEN STABILIZED, REMOVE NCDOT #5 OR #57 L==III=ITI=ITI=ITI=- UNDER 5 WASHED STONE
� iir=ITi=- #
3. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY ACCUMULATED SEDIMENT, AND WASHED STONE
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING ESTABLISH FINAL GRADING
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. ELEVATIONS. FILTERED 100' MIN.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER WATER
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END 6. COMPACT THE AREA PROPERLY AND
ENVIRONMENTALLY SENSITIVE AREAS. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY. STABILIZED IT WITH GROUNDCOVER. ° w
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. ` �
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN _z
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO U_
THE EXISTING GRADE, PREPARED AND SEEDED. o] J
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER m
AREAS OF CONCENTRATED FLOW. �'I s d
s
NOT TO SCALE NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE • CITY OF CHARLOTTE HARDWARE CLOTH AND GRAVEL • CITY OF CHARLOTTE
�rn LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE STD. N0. REV. (M LAND DEVELOPMENT STANDARDS STD. No. REV. LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE STD. N0. REV.
C11AItLOTTE- INCLUDES CHARLOTTE ETJ 30.06A 4 CHARLOTTE,. INCLUDES CHARLOTTE ETJ INLET PROTECTION 30.09 1 CHARLOTTE.. INCLUDES CHARLOTTE ETJ 30.1 1 A 12
O a
FOR LATE WINTER AND SOIL AMENDMENTS:
NOTES EARLY SPRING: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. SEEDING MIXTURE: MULCH:
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR RYE (GRAIN) - 120 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH NOTE:
TO INSTALLATION. ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT (OMIT ANNUAL LESPEDEZA WHEN DURATION OF TOOL CONTRACTOR SHALL FOLLOW CONSTRUCTION
THE DIRECTION OF THE ENGINEER. TEMPORARY COVER IS NOT TO EXTEND MAINTENANCE:
SEQUENCE AS NOTED ON CONTRACT DRAWING
BEYOND JUNE)
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR SEEDING DATES: EROSION OR OTHER DAMAGE
HOOD BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). JAN. 1 - MAY 1 LEVEL WITH TOP OF
POLYETHYLENE MEMBRANE ON BANK OR AS
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT FOR SUMMER: SOIL AMENDMENTS: FACE 20 MIL THICK NECESSARY
GRATE ROADS. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MIXTURE: AND 750 LB/ACRE 10-10-10 FERTILIZER 1 s o 1
GERMAN MILLET - 40 LB/ACRE MULCH: f 1
FlFlFlFl GRATE (A SMALL -STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH -
SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
EXPANSION 1" REBAR FOR BAG
RESTRAINT REMOVAL FROM INLETJ TOOL
SEEDING DATES: Ilk,
MAY 1 - AUG. 15 MAINTENANCE: CLASS 1 RIP RAP, NJ BARRIER
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING OR OTHER APPROVED
DEFLECTOR EROSION OR OTHER DAMAGE 3 MATERIAL
FILTER BAG �� oCIF USING RIP RAP
�SOIL AMENDMENTS: oOWNSTREAM, SLOPE NO
7
DUMP LooPS F FoR FALL: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE> n GREATER THAN 2:1AND 1,000 LB/ACRE 10-10-10 FERTILIZER Z
SEEDINGMIXTURE:
RYE(GRAIN) 120 LB/ACRE
I
P
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
o
1�
CATCH BASIN
SEEDING DATES: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30 TOOL 1�-0^
D�
MAINTENANCE: SANDBAGS, CLASS 1 RIP RAP OR GEOTEXTILE FABRIC
OTHER NON -ERODIBLE MATERIAL
1�
D
OUTLET
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
1�
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.
SECTION
INSTALLATION
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
NOT
TO
SCALE
THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS. NOT TO SCALE
•
CITY OF CHARLOTTE
0 CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CATCH BASIN INLET PROTECTION
(M LAND DEVELOPMENT STANDARDS TEMPORARY SEEDING SCHEDULE IMPERVIOUS DIKE
STD.
N0. REV.
STD. N0. REV.
f�IARLOTTE.,
INCLUDES CHARLOTTE ETJ
30.15
CHARLOTTE.. INCLUDES CHARLOTTE ETJ 3 0. 1 LL9
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ENE
NOTES ON BYPASS PUMPING
1. EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND/OR ISOLATED SECTIONS OF CHANNEL
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW.
3. THE CONTRACTOR SHALL NOT DISTRUB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING DAY. A
MAXIMUM OF 1000 FEET MAY BE DISTRUED AT ANY ONE TIME.
4• THE BYPASS PUMP SHOULD ADEQUATELY CONVEY MINIMUM 450 GALLONS / MINUTE
5. PERFORMANCE q=450 GPM ONLY
dOSE 6. DIKE MUST BE CONSTRUCTED OF NON -ERODIBLE MATERIALS SUCH AS SANDBAGS SEE DETAIL THIS SHEET
SEQUENCE OF CONSTRUCTION FOR TYPICAL BYPASS PUMPING
INSTALL STILLING BASIN AND STABILIZED OUTFALL USING CLASS A RIP RAP AT THE DOWNSTREAM AND OF
THE DESIGNATED PROJECT WORKING AREA.
`
2.
THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL
CONVEY THE BASE FLOW FROM UPSTREAM OF THE WORK AREA TO THE STABILIZED OUTFALL.
c
PROJECT TOP OF
BANK
3.
INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
4.
INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DWATERING PUMPING APPARATUS IF NEEDED TO
DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT
SIZE TO DEWATER THE WORK AREA. THIS WATER WILL ALSO BE PUMED TO AN OUTFALL STABILIZED WITH
DEWATERING DEVICE
CLASS A RIP RAP.
5.
THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLAN AND
FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
6.
THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DWWATER BEFORE REMOVAL OF THE
IMPERVIOUS DIKE. WHEN DEWATERING AREA, ALL DIRTY WATER MUST BE PUMPED THROUGH A SILT BAG.
REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY FLEXIBLE HOSE/PIPING STARTING WITH THE
DOWNSTREAM DIKE FIRST.
7.
ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP RAP AND IMPERVIOUS DIKES AND STABILIZE
DISTURBED AREAS WTH SEED AND MULCH.
WORK AREA
8.
ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE REMOVING IMPERVIOUS DIKE.
NOTE:
ANCHOR ALL PUMPS AND PIPES SECURELY
• CITY OF CHARLOTTE
� LAND DEVELOPMENT STANDARDS
Cllt_TEe. INCLUDES CHARLOTTE ETJ
BYPASS PUMPING
NOT TO SCALE
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GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
CLASS B RIP
III_III_111= - A MAXIMUM SPACING B
-III=III_III=III= =III=III=III=III_111=III=IILII=III-III=III_
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DEWATERING
NOTE:
ANCHOR ALL runar�) AiNIJ
PIPES SECURELY
IMPERVIOUS DIKE
SUCTION
TO DEWATERING
DEVICE
NOT TO SCALE
• CITY OF CHARLOTTE 0 CITY OF �CY�% LAND DEVELOPMENT CHARLOTTE
TANDARDS
LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM STD. NO. REV.
CIARLOTTE.. INCLUDES CHARLOTTE ETJ 3O.1OA 1 5 CHARLOTTE.. INCLUDES CHARLOTTE ETJ
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OF BANK
MPERVIOUS DIKE
SEAL AROUND PIPE
ANCHOR PIPE SECURELY
NOT TO SCALE
SUSPENDED BYPASS PIPE
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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
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) 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
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
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
• Temporary grass seed covered with straw or
* Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
* Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
* Hydroseeding
• Appropriately applied straw or other mulch
* Shrubs or other permanent plantings covered
• Plastic sheeting
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/Flocculants.
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 or 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, clean 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 tmeframes 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.
NORTH CAROLINA
�41V.6. Environmental Quality
CLEANLY MANU USNAM
PPV
NOTW We= GOIX", NON
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
� ,a�i.�
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SCOICIM VASNW T S"Wen NE NEENS To s
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IAL UMTM LE1OiMOi 1 M
CLEANLY MAN= 3334A >E
FIELD
NOTO6 RVICE (19'7f24' NON
ASIaR
STRU 'R/IEt NIMLL X NO MM
WM TM Li AM M =a
NfACItS 7= O* TIE STRUCT RB
CAPACITY To PWVOE ANXISTE
NOL1W CAPACITY VITM A MOONM
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ABOVE GRADE WASHOUT
STGHM NOTZ♦!G 3LV=
STRUCTURE
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 temporary 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 on 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 or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING ..;,. EFFECTIVE 04/01/19
_ = SEAL =
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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.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working;
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc 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
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDCs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
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.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevztions
and sign an inspection report that lists each
shown on the approved E&SC plan.
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 E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. 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.
3. 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. [40 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. 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.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. 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
(a) Visible sediment
a
Within 24 hours, an oral or electronic notification.
deposition in a
+
Within 7 calendardarys, a report that contains a description of the
stream or wetland
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 303(d) 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
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill cr release.
substances per Item
1(b)-(c) above
•
A report at least fen days before the dare of the bypass, if possible.
(c) Anticipated
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
.
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
.
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
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.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
NORTH CAROLINAEnvironmental Quality
••.,, EFFECTIVE: 04/01/19
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EROSION AND SEDIMENTATION CONTROL NOTES
SOILS
VEGETATIVE PLAN
1. ALL PRACTICES SHALL BE IN ACCORDANCE WITH THE GUIDELINES,
THE SOILS IN THE PROJECT AREA ARE PREDOMINANTLY CECIL URBAN LOAM
SEEDING MIXTURE:
STANDARDS AND PRACTICES OF THE STATE OF NORTH CAROLINA AS
(CuD AND CuB) AND HELENA SANDY LOAM (HeB).
BLEND OR 50Y KY-31 TALL FESCUE AND 50Y MIXTURE OF TWO OR
SET FORTH IN THE ''EROSION AND SEDIMENT CONTROL PLANNING AND
MORE TURF -TYPE FESCUES AT A RATE OF 200-250 PER ACRE
DESIGN MANUAL.''
SLOPES IN THE PROJECT AREA ARE GENERALLY TWO TO FIVE PERCENT. THE
OR
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER
PREDOMINENT SOIL TYPE CONSISTS OF 50 TO 70 PERCENT UNDISTURBED SOIL
INSTALLATION, MAINTENANCE AND REMOVAL OF ALL EROSION
AND 15 TO 35 PERCENT URBAN LAND WHERE THE NATURAL SOIL HAD BEEN
BLEND OF THREE OR MORE TURF -TYPE TALL FESCUES AT A RATE
CONTROL MEASURES AS DESIGNATED ON THESE PLANS.
ALTERED DUE TO GRADING AND DEVELOPMENT. UNDISTURBED CECIL SOILS
OF 200-250 LB. PER ACRE.
ARE WELL -DRAINED WITH MODERATE PERMEABILITY AND MEDIUM RUNOFF
3. THE EROSION CONTROL PLANS DEPICT EROSION CONTROL MEASURES
CHARACTERISTICS. THE WATER TABLE IS TYPICALLY BELOW 6 FEET.
SEEDING DATES:
FOR THE ENTIRE PROJECT. THESE DEVICES SHALL BE PLACED IN
GROUND WATER IS NOT ANTICIPATED TO POSE A SIGNIFICANT PROBLEM.
FALL: AUG. 25 - SEPT. 15 (BEST); AUG. 30 - OCT. 25 (POSSIBLE)
ACCORDANCE WITH THE CONSTRUCTION SCHEDULE OUTLINED HEREIN
WINTER: FEB. 1 - MAR. 31 (POSSIBLE)
AS ACTUAL CONSTRUCTION WITHIN THE WORK AREA PROGRESSES.
EROSION AND SEDIMENTATION CONTROL DEVICES
REFER TO TRAFFIC CONTROL PLANS FOR DETAILED SEQUENCE OF
FOR QUALITY TURF, AVOID SPRING SEEDING. WHERE GRADING IS
CONSTRUCTION.
THE LAND DISTURBING ACTIVITIES FOR THE CONSTRUCTION OF THIS
COMPLETED DURING LATE WINTER OR SPRING, AN ALTERNATIVE TO
PROJECT ARE TO TAKE PLACE IN ONE PHASE. CURB AND GUTTER
SEED 30 LB. PER ACRE KOBE LESPEDEZA, KEEP MOWED, PREPARE
4. THE EROSION CONTROL MEASURES SPECIFIED ON THESE PLANS ARE
AND SIDEWALK CONSTRUCTION WILL TAKE PLACE ON BOTH SIDES
SEEDBED AND SEED PERMANENT MIXTURE BETWEEN AUG. 25 AND
INTENDED TO REPRESENT THE MINIMUM REQUIREMENTS FOR THIS
OF THE EXISTING ROADWAY. DENUDED AREAS WILL AVERAGE TEN TO
SEPT. 15.
PROJECT. ADDITIONAL TEMPORARY MEASURES AND/OR ADJUSTMENT
FIFTY FEET IN WIDTH.
OF THOSE SHOWN MAY BE REQUIRED AS FIELD CONDITIONS DICTATE.
THESE MAY INCLUDE, BUT NOT BE LIMITED TO: DIVERSIONS,
SOIL AMENDMENTS:
TEMPORARY PIPING, ADDITIONAL SEDIMENT FENCE AND OR
FILL SLOPES WILL VARY BETWEEN 2:1 AND 4:1 AND RANGE BETWEEN 0.5
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY
INCIDENTAL STONE.
TO 5.0 FEET IN HEIGHT.
4,000 LB. PER ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB.
PER ACRE 10 - 10 - 10 FERTILIZER.
5. THE CONTRACTOR IS ADVISED TO EXERCISE DUE DILIGENCE AND CARE
EROSION CONTROL MEASURES FOR THIS PROJECT ARE MODERATE, CONSISTING
MULCH:
IN THE PLACEMENT OF EROSION CONTROL MEASURES ADJACENT TO
GENERALLY OF SILT FENCE TO BE LOCATED ALONG THE TOE OF FILL
APPLY 4,000 LB. PER ACRE GRAIN STRAW OR EQUIVALENT COVER OF
AND/OR AFFECTING PRIVATE PROPERTY. MEASURES SHALL BE PLACED
SLOPES.
TO PERMIT DRIVEWAY ACCESS AND TO PROVIDE PEDESTRIAN SAFETY
ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH
AT ALL TIMES.
ASPHALT, ROVING OR NETTING, OR BY CRIMPING WITH A MULCH
THE SPECIFIC MEASURES USED IN THIS PROJECT ARE DENOTED ON THE
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
6. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAKE EVERY
PLANS AND BRIEFLY SUMMARIZED AS FOLLOWS:
BE USED AS A MULCH ANCHORING TOOL.
EFFORT TO DIRECT AND/OR DIVERT POTENTIAL SEDIMENT -LADEN
RUNOFF TO EROSION CONTROL DEVICES IN PLACE AS LAND
1. TEMPORARY SILT FENCE - PRACTICE 6.62 FROM THE NCDEHNR MANUAL
MAINTENANCE
DISTURBING ACTIVITY PROCEEDS.
SEDIMENT CONTROL OR SILT FENCE, SHALL BE PLACED ALONG THE
FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 LB. PER ACRE
TOE OF FILL SLOPES, DOWN GRADIENT OF UTILITY OR
NITROGEN IN JANUARY OR FEBRUARY, 40 LB. IN SEPTEMBER AND 40
7. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND
STORM DRAINAGE EXCAVATIONS, AND IN SPECIFIC LOCATIONS AS
LB. IN NOVEMBER, FROM A 12-4-8, 16-4-8 OR SIMILAR TURF FERTILIZER.
AFTER RAINFALL EVENTS. SEDIMENT SHALL BE PERIODICALLY
INDICATED ON PLANS. THE SILT FENCE WILL HELP TO KEEP SEDIMENT
AVOID FERTILIZER APPLICATIONS DURING WARM WEATHER AS THIS
REMOVED AND PROPERLY DISPOSED OF AS REQUIRED. DEVICES SHALL
FROM GRADED SLOPES CONTAINED WITHIN THE PROJECT AREA.
INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILIZE AND
BE MAINTAINED AND/OR REPLACED AS NECESSARY TO ENSURE THAT
PLACEMENT OF SILT FENCE IS RESTRICTED TO SHEET FLOW
MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5 -
THEY PERFORM AS INTENDED.
FROM DRAINAGE AREAS NOT EXCEEDING 114 ACRE PER 100
3.5 INCHES AS NEEDED.
FEET OF FENCE.
8. EROSION CONTROL PLAN SHEETS ARE INTENDED FOR THE
CONSTRUCTION SEQUENCE
IMPLEMENTATION OF EROSION CONTROL MEASURES ONLY. REFER TO
2. CATCH BASIN INLET PROTECTION - STANDARD 30.15 FROM THE
ROADWAY PLANS FOR ACTUAL DETAILS OF ROADWAY CONSTRUCTION.
CHARLOTTE MECKLENBURG LAND DEVELOPMENT STANDARDS MANUAL.
1. OBTAIN PLAN APPROVAL AND ALL OTHER APPLICABLE PERMITS AS
THIS TYPE OF INLET PROTECTION WILL BE UTILIZED TO PREVENT THE
REQUIRED.
9. PREFRABRICATED SILT FENCE IS NOT ACCEPTABLE ON THIS PROJECT.
INGRESS OF SEDIMENT INTO THE EXISTING STORM SEWER SYSTEM. THIS
STEEL POSTS SHOULD BE USED INSTEAD OF WOODEN POSTS, BURIED
MEASURE WILL BE APPLIED FOR STRUCTURES AS SHOWN ON THE EROSION
OR DRIVEN TO A DEPTH OF TWO FEET IN THE GROUND.
CONTROL PLANS AND SHALL BE INSTALLED PRIOR TO WHEN LAND
2. HOLD PRECONSTRUCTION CONFERENCE AS DIRECTED PRIOR TO
DISTURBANCE BEGINS.
BEGINNING CONSTRUCTION.
PROJECT DESCRIPTION
3. LAND DISTURBING ACTIVITIES CONSIST OF CONSTRUCTION OF CURB
AND GUTTER, SIDEWALK AND PAVEMENT. FINAL WORK WILL
THIS PROJECT, LOCATED IN CHARLOTTE, NORTH CAROLINA, CONSISTS OF
CONSIST OF PLACEMENT OF FINAL PAVEMENT LIFT, CONCRETE
GRADING, DRAINAGE PIPES AND STRUCTURES, PAVING, CONCRETE WORK, CHANNEL
MEDIANS, ETC.
IMPROVEMENTS AND UTILITY RELOCATIONS ON WATER OAK RD AND ADJACENT
ROADS. LOCATED WITHIN CATAWBA RIVER BASIN.
THE EROSION CONTROL MEASURES TO BE IMPLEMENTED ARE AS FOLLOWS:
1. PRIOR TO INSTALLING EROSION CONTROL MEASURES, NCDEQ MUST BE
NOTIFIED. PLACE SEDIMENT CONTROL FENCE ALONG THE PROPOSED
LAND DISTURBING ACTIVITIES RELATED TO THIS PROJECT INCLUDE PIPE
TOE OF FILL AT THE LOCATIONS INDICATED ON PLANS.
AND STRUCUTRE INSTALLATION AS WELL AS GRADING AROUND CULVERTS
THE TOTAL LENGTH OF THIS PROJECT IS 0.96 MILES. APPROXIMATELY 3.6
2. SEED ALL DENUDED AREAS IN ACCORDANCE WITH THE SEEDING SCHEDULE.
ACRES WILL BE DISTURBED DURING CONSTRUCTION AND WILL NEED TO BE
TEMPORARY GROUNDCOVER MUST BE PLACED ON EXPOSED SLOPES WITHIN
RESEEDED.
7 WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING:
PERMANENT GROUNDCOVER MUST BE PLACED ON ALL DISTURBED AREAS
WITHIN 10 WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION
SITE DESCRIPTION
OR DEVELOPMENT.
3. PRIOR TO REMOVING EROSION CONTROL MEASURES, NCDEQ MUST BENOTIFIED.
THE SITE HAS ROLLING TOPOGRAPHY WITH GROUND SLOPES RANGING FROM
REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER
TWO TO TEN PERCENT. THE PROPOSED IMPROVEMENTS GENERALLY FOLLOW
THE PROJECT HAS BEEN PERMANENTLY STABILIZED.
THE EXISTING ROADWAY ALIGNMENT BUT SOME PIPES AND STRUCTURES ARE
ARE BETWEEN EXISTING ROADS ON FUTURE EASTMENT. LONGTUDINAL GRADES
RANGE FROM 0.4 TO 3.0 PERCENT.
INSPECT EROSION CONTROL DEVICES WEEKLY AND FOLLOWING RAINFALL
EVENTS. REMOVE SILT AND SEDIMENT PERIODICALLY AS REQUIRED TO KEEP
DRAINAGE OF THE ROADWAY IS ACCOMPLISHED BY STORM SEWER
DEVICES FUNCTIONING AS INTENDED.
SYSTEMS WITH SEVERAL PRINCIPAL OUTFALL OR DISCHARGE POINTS INTO
A TRIBUTARY TO MCMULLEN CREEK.
UPON STABILIZATION, REMOVE ALL TEMPORARY MEASURES AND
PERMANENTLY SEED AS REQUIRED.
ADJACENT PROPERTY
THE ADJACENT LAND USE ALONG THE PROJECT CONSISTS OF MOSTLY
RESIDENTIAL PROPERTIES EXCEPT FOR A MASONIC LODGE ON N SHARON
AMITY ROAD IN ADDITION TO A SCHOOL ALONG N SHARON AMITY ROAD.
THE EROSION CONTROL PLAN IS SUBJECT TO CHANGE BASED ON SEDIMENT AND
EROSION CONTROL MEASURES NECESSARY TO ENSURE SEDIMENT DOES NOT
LEAVE THE DISTURBED AREA. ANY SEDIMENT OFF -SITE NEEDS TO BE REMOVED
AND THE AREA CLEANED WHEN CONSTRUCTION IS COMPLETE TO MINIMIZE
STORM WATER IMPACTS.
MAINTENANCE PLAN
1. CHECK ALL EROSION CONTROL MEASURES WEEKLY AND AFTER
EACH RAINFALL.
2. REMOVE SEDIMENT FROM BEHIND SEDIMENT FENCE WHEN THE
ACCUMULATED MATERIAL IS 0.50 FEET DEEP. RESET AND/OR
REPLACE FENCE AS REQUIRED THROUGHOUT CONSTRUCTION.
ALSO, REMOVE SEDIMENT FROM OR REPLACE SEDIMENT BAGS
AT CATCH BASIN INLET PROTECTION WHEN BAGS ARE HALF FULL.
3. SEED NEWLY
GRADED AREAS AS
EARLY
AS POSSIBLE. RESEED, AS
NECESSARY,
ANY REMAINING OR
NEWLY
DISTURBED AREAS AS WORK
PROGRESSES
THROUGHOUT THE
ENTIRE
CONSTRUCTION PERIOD.
EROSION CONTROL LEGEND
REFER TO EROSION CONTROL DETAILS,
SEE SHEET NO. EC-2
TEMPORARY SILT FENCE
RUN-OFF FLOW ARROW
PROPOSED PIPE
_ EXISTING PIPE
ROCK INLET SEDIMENT
TRAP TYPE 'C'
CHECK DAM
SUMMARY OF EROSION CONTROL DEVICES
TCKA
TEMPORARY SILT FENCE
ROCK INLET SEDIMENT TRAP TYPE 'C'
CHECK DAM
CLASS '1' RIPRAP
PLACE EXCAVATED MATERIAL UP GRADIENT OF TRENCH BASED ON FIELD CONDITIONS.
BYPASS PUMPING SHALL BE INSTALLED FOR CONSTRUCTION TO BE DONE IN THE
STREAMS. WORK IN STREAMS SHOULD BE CONSTRUCTED IN THE DRY.
QUANTITY
1417 LF
106 EA
2 EA
171 TN
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4
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AREA TO BE SEEDED WITH RIPARIAN MIX BELOW:
Common Name
Scientific Name
Percent Mix
Common Name
Scientific Name
Percent Mix
Blackeyed Susan
Rudbeckia hirta
20
River Oats
Chasmanthium latifolium
5
Soft Rush
Juncus Effusus
10
Broomsedge
Andropogon virginicus
5
Fox Sedge
Carex Vulpindoidea
10
Golden Tickseed
Coreopsis Tinctoria
5
Deertongue
Panicum Clandestinum
8
Little Bluestem
Schizachyrium Scoparium
5
Partridge Pea
Chamaecrista fasciculata
10
Riverbank Wildrye
Elyrrus riparius
2
Pennsylvania Sedge
Carex Pensyvanica
5
SWtchgrass
Panicum virgatum
2
Redtop Panicgrass
Panicum Rigidulum
5
Sideoats Grama
Bouteloua curtipendula
4
Blue Grama
Bouteloua gracilis
4
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Appendix II - Original Preliminary Jurisdictional Determination
Package, Including Site Photographs

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 12/1 0/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Helen Simonson 600 East Fourth St. CLT 28202
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: North Carolina County/parish/borough: Mecklenburg City: Charlotte
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.178388 Long.:-80.790811
Universal Transverse Mercator:
Name of nearest waterbody: McMullen Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
■❑ Field Determination. Date(s): 11 /6/2020 -D. He
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
Stream 1
35.177657
-80.790256
637 LF
Non -wetland waters
Section 404
Stream 2
35.177387
-80.789894
26 LF
Non -wetland waters
Section 404
Stream 3
35.174931
-80.787260
130 LF
Non -wetland waters
Section 404
Wetland A
35.178388
-80.790811
0.071 ac.
Wetland
Section 404

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

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
■❑ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:Figure 4, attached
0 Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑ U.S. Geological Survey map(s). Cite scale & quad name:
■❑ Natural Resources Conservation Service Soil Survey. Citation: Web Solt Survey
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
■❑ Photographs: ■❑ Aerial (Name & Date): Mecklenburg County, 2019
or ■❑ Other (Name & Date): D. Homans - 11 /2020
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of
Regulatory staff member
completing PJD
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

cc
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0
Drawinn Path T\FN\RPrnartc\2020\4RR-20-OS1 - 100\4RR -20-OAR CSWS Watar Oak SDIP PCN\(IS\4 cit
(J s
b-
(A)(4) Wetland Abutting (A2) Tributary
Emergent Vegetation
0.071 Acres Within Project Area
STREAM 1
(A)(2) Tributary
68 LF Intermittent Within Project Area
569 LF Perennial Within Project Area
REFERENCE: 2019 AERIAL PHOTOGRAPH
GIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY. TWO FOOT CONTOURS
WERE DERIVED FROM 2017 LIDAR DATA. THIS MAP IS FOR INFORMATIONAL PURPOSES
ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON
PROJECT AREAS INVOLVING JURISDICTIONAL FEATURES
JURISDICTIONAL WETLAND
>--- JURISDICTIONAL STREAM (INTERMITTENT)
>--- JURISDICTIONAL STREAM (PERENNIAL)
IMPACT MAP FRAMES
DESIGN PLAN SHEET LOCATIONS
FEMA 100-YEAR FLOOD ZONE
APPROXIMATE PROJECT WATERSHED
STREAM 2
(A)(2) Tributary
26 LF Intermittent Within Project Area
S': E FIG.
8 (Left)
0 -T
Stafford=Cr
STREAM 3
(A)(2) Tributary
130 LF Perennial Within Project Area
�� ,w - EoIwick Rd C
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
WATER OAK STORM DRAINAGE IMPROVEMENT PROJECT
SCALE:
1"=400'
DATE:
12-18-20
PROJECT NUMBER
4335-20-083
FIGURE NO.
4

Pre -Construction Notification
Water Oak Storm Drainage Improvement Project
Charlotte, North Carolina
S&ME Project No. 4335-20-083
-©r
December 10, 2020

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Location Orientation
s eElooking upstream.
R
Remarks
3e of perched outllloM/nof Stream

9
Location / Orientation
Remarks
SX06, looking downstream
View of Stream 2 at datapoint S2
10
Location / Orientation
Remarks
SX07, looking downstream
View of existing outfall on Stream 1, which will be
upgraded

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13
Location / Orientation
Remarks
SX09, looking west to Stream 3
Area where channel daylighting is proposed
14
Location / Orientation
Remarks
SX11, looking at right bank
View of location where new storm system outfall is
proposed on the right bank

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT.•
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Water Oak SDIP City/County: Charlotte Sampling Date: 11/6/2020
Applicant/Owner: Charlotte Storm Water Services State: NC Sampling Point: WA
Investigator(s): D. David Homans (S&ME, Inc.) Section, Township, Range:
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope (%): 1
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.178388 Long:-80.790811 Datum:
Soil Map Unit Name: Helena sandy Loam NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Wetland is located along a confined section of stream channel that has been filled in with sediment and is dominated by a thick mat of largely invasive
vegetation.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
—Surface Water (Al) —True
Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (138)
X High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
X Drainage Patterns (1310)
X Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
—Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
X Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_ Drift Deposits (133) _Thin
Muck Surface (C7)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
—Iron Deposits (135)
—Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
X Water -Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
X FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes X No
Depth (inches): 6
Saturation Present? Yes X No
Depth (inches): 0
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: WA
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 4 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 7 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 57.1 % (A/B)
7.
Prevalence Index worksheet:
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
20% of total cover:
OBL species 20 x 1 = 20
Sapling/Shrub Stratum (Plot size: 15
)
FACW species 40 x 2 = 80
1.
Fraxinus pennsylvanica
10
Yes
FACW
FAC species 10 x 3 = 30
2.
FACU species 15 x 4 = 60
3.
UPL species 23 x 5 = 115
4.
Column Totals: 108 (A) 305 (B)
5.
Prevalence Index = B/A = 2.82
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
X 3 - Prevalence Index is <_3.0'
10
=Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
5 20% of total cover:
2
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Polygonum pensylvanicum
30
Yes
FACW
'Indicators of hydric soil and wetland hydrology must be
2.
Carex lurida
20
Yes
OBL
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Ohiopogon sp. 20 Yes
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub -Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
70
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
35 20% of total cover:
14
height.
Woody Vine Stratum (Plot size: 30 )
1.
Lonicera japonica
15
Yes
FACU
2.
Wisteria sinensis
15
Yes
UPL
3.
Vitis rotundifolia
10
Yes
FAC
4.
Ampelopsis brevipedunculata
8
No
UPL
5.
Hydrophytic
48
=Total Cover
Vegetation
50% of total cover:
24 20% of total cover:
10
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: WA
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-8 10YR 3/2 80 10YR 4/6 20 C PL/M Loamy/Clayey Prominent redox concentrations
8-16 10YR 4/2 80 10YR 5/6 20 C M Loamy/Clayey Prominent redox concentrations
Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
—Stratified Layers (A5)
_2 cm Muck (A10) (LRR N)
X Depleted Below Dark Surface (A11:
_Thick Dark Surface (Al2)
—Sandy Mucky Mineral (S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
RM=Reduced Matrix, MS=Masked Sand Grains
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Loamy Mucky Mineral (F1) (MLRA 136)
—Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
X Redox Dark Surface (F6)
—Depleted Dark Surface (F7)
_ Redox Depressions(F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
_2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
X Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

NC WAM WETLAND ASSESSMENT FORM
Accompanies User Manual Version 4.1
1�a lli A VQIl. a ul Y V-1-1 Y. 1
Wetland Site Name Water Oak SDIP
Date 5/7/2020
Wetland Type Headwater Forest 1W Assessor Name/Organization D. Homans, S&ME
Level III Ecoregion Redrrnnt IV I Nearest Named Water Body McMullen Creek
River Basin Catawba wl USGS 8-Digit Catalogue Unit 03050103(0107)
(+ Yes (- No Precipitation within 48 hrs? Latitude/Longitude (deci-degrees) 35.178388°/-80.790811 °
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on last page if evidence of stressors is apparent. Consider departure from reference, if
appropriate, in recent past (for instance, approximately within 10 years). Noteworthy stressors include, but are not limited
to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby
septic tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? i ` Yes 1.+ No
Regulatory Considerations (select all that apply to the assessment area)
F- Anadromous fish
F- Federally protected species or State endangered or threatened species
F- NCDWQ riparian buffer rule in effect
F- Abuts a Primary Nursery Area (PNA)
F- Publicly owned property
F- N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
F- Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HQW, ORW, or Trout
F- Designated NCNHP reference community
F- Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
I— Blackwater
1.+ Brownwater
r Tidal (if tidal, check one of the following boxes) 1" Lunar 1" Wind 1" Both
Is the assessment area on a coastal island? i ` Yes 1.+ No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver?
Does the assessment area experience overbank flooding during normal rainfall conditions?
i ` Yes (+ No
1.+ Yes i ` No
Ground Surface Condition/Vegetation Condition - assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure
(VS) in the assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable,
then rate the assessment area based on evidence of an effect.
GS VS
C` A C` A Not severely altered
(+ B (+ B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing,
less diversity [if appropriate], hydrologic alteration)
2. Surface and Sub -Surface Storage Capacity and Duration - assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and
duration (Sub). Consider both increase and decrease in hydrology. Refer to the current NRCS lateral effect of ditching guidance for
North Carolina hydric soils (see USACE Wilmington District website) for the zone of influence of ditches in hydric soils. A ditch
<_ 1 foot deep is considered to affect surface water only, while a ditch > 1 foot deep is expected to affect both surface and ditch
sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
1" A (- A Water storage capacity and duration are not altered.
1" B 1.+ B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
1.+ C i ` C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation
change) (examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
3. Water Storage/Surface Relief -assessment arealwetland type condition metric (answer for non -marsh wetlands only)
Check a box in each column for each group below. Select the appropriate storage for the assessment area (AA) and the wetland
type (WT).
AA WT
3a. 1" A 1" A Majority of wetland with depressions able to pond water > 1 foot deep
1" B 1" B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
1.+ C 1.+ C Majority of wetland with depressions able to pond water 3 to 6 inches deep
1" D 1" D Depressions able to pond water < 3 inches deep
3b. 1" A Evidence that maximum depth of inundation is greater than 2 feet
1.+ B Evidence that maximum depth of inundation is between 1 and 2 feet

i ` C Evidence that maximum depth of inundation is less than 1 foot

4. Soil Texture/Structure — assessment area condition metric
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape
feature. Make soil observations within the 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for
regional indicators.
4a. C` A Sandy soil
t+ B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
C Loamy or clayey soils not exhibiting redoximorphic features
D Loamy or clayey gleyed soil
E Histosol or histic epipedon
4b. C` A Soil ribbon < 1 inch
�.+ B Soil ribbon >_ 1 inch
4c. A No peat or muck presence
B A peat or muck presence
5. Discharge into Wetland — opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub).
Examples of sub -surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
A i ` A Little or no evidence of pollutants or discharges entering the assessment area
B iT B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
iT C i ` C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
Land Use —opportunity metric
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources
draining to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the
assessment area (5M), and within 2 miles and within the watershed draining to the assessment area (2M). Effective riparian buffers
are considered to be 50 feet wide in the Coastal Plain and Piedmont ecoregions and 30 feet wide in the Blue Ridge Mountains ecoregion.
WS 5M 2M
F7 A F7 A F/7 A >_ 10% impervious surfaces
F_ B F_ B F_ B < 10% impervious surfaces
F_ C F_ C F_ C Confined animal operations (or other local, concentrated source of pollutants)
F_ D F_ D F_ D >_ 20% coverage of pasture
F_ E F_ E F_ E >_ 20% coverage of agricultural land (regularly plowed land)
F7 F F7 F 7, F >_ 20% coverage of maintained grass/herb
F_ G F_ G F_ G >_ 20% coverage of clear-cut land
F_ H F_ H F_ H Little or no opportunity to improve water quality. Lack of opportunity may result from hydrologic alterations
that prevent drainage or overbank flow from affecting the assessment area.
Wetland Acting as Vegetated Buffer — assessment arealwetland complex condition metric
7a. Is assessment area within 50 feet of a tributary or other open water?
�.+ Yes i ` No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of the wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is weltand? Descriptor E should be selected if ditches effectively bypass the buffer.
A >_ 50 feet
B From 30 to < 50 feet
C From 15 to < 30 feet
�.+ D From 5 to < 15 feet
E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
15-feet wide i ` > 15-feet wide C` Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
�.+ Yes i ` No
7e. Is tributary or other open water sheltered or exposed?
�.: Sheltered — adjacent open water with width < 2500 feet and no regular boat traffic.
Exposed — adjacent open water with width >_ 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area — wetland type/wetland complex metric (evaluate for riparian wetlands only)
Check a box in each column. Select the average width for the wetland type at the assessment area (WT)
and the wetland complex at the assessment areas (WC). See User Manual for WT and WC boundaries.
WT
WC
i` A
i` A
>_ 100 feet
B
i ` B
From 80 to < 100 feet
C
i ` C
From 50 to < 80 feet
D
i ` D
From 40 to < 50 feet
E
i ` E
From 30 to < 40 feet
.+ F
F
From 15 to < 30 feet
i` G
i` G
From 5 to < 15 feet
i` H
i` H
< 5 feet

9. Inundation Duration — assessment area condition metric
Answer for assessment area dominant landform.
i.+ A Evidence of short -duration inundation (< 7 consecutive days)
B Evidence of saturation, without evidence of inundation
C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition — assessment area condition metric
Consider recent deposition only (no plant growth since deposition).
A Sediment deposition is not excessive, but at approximately natural levels.
i B Sediment deposition is excessive, but not overwhelming the wetland.
+ C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size — wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT WC FW (if applicable)
` AA` A >_ 500 acres
` B` B` B From 100 to < 500 acres
` C` C` C From 50 to < 100 acres
` D` D` D From 25 to < 50 acres
` E` E` E From 10 to < 25 acres
F k` F k` F From 5 to < 10 acres
G (— G (— G From 1 to < 5 acres
H k` H k` H From 0.5 to < 1 acre
I I I From 0.1 to < 0.5 acre
+ J J J From 0.01 to < 0.1 acre
K K K < 0.01 acre or assessment area is clear-cut
12. Wetland Intactness — wetland type condition metric (evaluate for Pocosins only)
A Pocosin is the full extent (>_ 90%) of its natural landscape size.
1 B Pocosin is < 90% of the full extent of its natural landscape size.
13. Connectivityto Other Natural Areas — landscape condition metric
13a. Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
metric naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility
line corridors the width of a four -lane road or wider, urban landscapes, fields (pasture open and agriculture), or water > 300 feet wide.
Well Loosely
` A` A >_ 500 acres
` B` B From 100 to < 500 acres
` C` C From 50 to < 100 acres
` D` D From 10 to < 50 acres
` E` E < 10 acres
f+ F f+ F Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
e- Yes e- No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect — wetland type condition metric (skip for all marshes)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas >_ 40 feet wide such as fields, development, roads, regularly maintained utility line corridors and clear -cuts.
Consider the eight main points of the compass.
k` A No artificial edge within 150 feet in all directions
k` B No artificial edge within 150 feet in four (4) to seven (7) directions
f+ C An artificial edge occurs within 150 feet in more than four (4) directions or assessment area is clear-cut
15. Vegetative Composition — assessment area condition metric (skip for all marshes and Pine Flat)
k` A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
k B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or
clearing. It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
f+ C Vegetation severely altered from reference in composition. Expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species). Exotic species are dominant in
at least one stratum.
16. Vegetative Diversity— assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
k` A Vegetation diversity is high and is composed primarily of native species (<10% cover of exotics).
k` B Vegetation diversity is low or has > 10% to 50% cover of exotics.
f+ C Vegetation is dominated by exotic species (>50% cover of exotics).

17. Vegetative Structure — assessment arealwetland type condition metric
17a. Is vegetation present?
f+ Yes k` No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
k` A >_ 25% coverage of vegetation
k` B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider structure
in airspace above the assessment area (AA) and the wetland type (WT) separately.
AA WT
ok A k A Canopy closed, or nearly closed, with natural gaps associated with natural processes
k` B k` B Canopy present, but opened more than natural gaps
U f+ C f+ C Canopy sparse or absent
o k- A k- A Dense mid-story/sapling layer
k` B k` B Moderate density mid-story/sapling layer
f+ C f+ C Mid-story/sapling layer sparse or absent
k` A k` A Dense shrub layer
k` B k` B Moderate density shrub layer
U f+ C f+ C Shrub layer sparse or absent
f+ A f+ A Dense herb layer
(— B (— B Moderate density herb layer
k` C k` C Herb layer sparse or absent
18. Snags — wetland type condition metric
k` A Large snags (more than one) are visible (> 12-inches DBH, or large relative to species present and landscape stability).
f+ B Not A
19. Diameter Class Distribution — wetland type condition metric
k` A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
k B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12-inch DBH.
f+ C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris — wetland type condition metric
Include both natural debris and man -placed natural debris.
k` A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
f+ B Not A
21. Vegetation/Open Water Dispersion — wetland typelopen water condition metric (evaluate for Non -Tidal Freshwater
Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
f-A f-B f-C f-D
22. Hydrologic Connectivity— assessment area condition metric (evaluate for riparian wetlands only)
Examples of activities that may severely alter hydrologic connectivity include intensive
ditching, fill, sedimentation, channelization, diversion, man-made berms, beaver dams, and stream incision.
(— A Overbank and overland flow are not severely altered in the assessment area.
k` B Overbank flow is severely altered in the assessment area.
k` C Overland flow is severely altered in the assessment area.
f+ D Both overbank and overland flow are severely altered in the assessment area.
Notes
Wetland was impacted primarily by dominance of invasive vegetation, sanitary sewer within wetland, and surface flow control maintained / altered
by stormwater infrastructure. Q7) Though the wetland was within 50 feet of an open water, it was not considered to be a buffer wetland as it was
downslope of the open water and seperated by a road / berm to the extent that it had minimal ecological or hydrologic connection to the upslope
pond.

Wetland Site Name
Wetland Type
NC WAM Wetland Rating Sheet
Accompanies User Manual Version 4.1
Rating Calculator Version 4.1
Water Oak SDIP
Headwater Forest
Date 5/7/2020
Assessor Name/Organization D. Homans, S&ME
Notes on Field Assessment Form (Y/N)
YES
Presence of regulatory considerations (Y/N)
NO
Wetland is intensively managed (Y/N)
NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
YES
Assessment area is substantially altered by beaver (Y/N)
NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N)
YES
Assessment area is on a coastal island (Y/N)
NO
Sub -function Rating Summary
Function
Sub -function
Metrics
Rating
Hydrology
Surface Storage and Retention
Condition
LOW
Sub -Surface Storage and Retention
Condition
MEDIUM
Water Quality
Pathogen Change
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence? (Y/N)
YES
Particulate Change
Condition
LOW
Condition/Opportunity
NA
Opportunity Presence? (Y/N)
NA
Soluble Change
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence? (Y/N)
YES
Physical Change
Condition
MEDIUM
Condition/Opportunity
HIGH
Opportunity Presence? (Y/N)
YES
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence? (Y/N)
NA
Habitat
Physical Structure
Condition
LOW
Landscape Patch Structure
Condition
LOW
Vegetation Composition
Condition
LOW
Function Rating Summary
Function
Metrics/Notes
Rating
Hydrology
Condition
LOW
Water Quality
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence? (Y/N)
YES
Habitat
Conditon
LOW
Overall Wetland Rating LOW

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT.•
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Water Oak SDIP City/County: Charlotte Sampling Date: 11/6/2020
Applicant/Owner: Charlotte Storm Water Services State: NC Sampling Point: UP1
Investigator(s): D. David Homans (S&ME, Inc.) Section, Township, Range:
Landform (hillside, terrace, etc.): Terrace Local relief (concave, convex, none): convex Slope (%): 3
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.178301 Long:-80.790900 Datum:
Soil Map Unit Name: Helena sandy Loam NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
—Surface Water (Al) —True
Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
—Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
—Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_ Drift Deposits (133) _Thin
Muck Surface (C7)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
—Iron Deposits (135)
—Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: UP1
Tree Stratum (Plot size: 30 )
1. Ulmus rubra
2.
3.
4.
5.
6.
7.
50% of total cover: 15
Sapling/Shrub Stratum (Plot size: 15 )
1. Ligustrum japonicum
2.
3.
4.
5.
6.
7.
8.
9.
50% of total cover: 25
Herb Stratum (Plot size: 5 )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
is
50% of total cover:
Woody Vine Stratum (Plot size: 30 )
1. Wisteria sinensis
2.
3.
4.
5.
Absolute Dominant Indicator
% Cover Species? Status
30 Yes FAC
30 =Total Cover
20% of total cover: 6
50 Yes UPL
50 =Total Cover
20% of total cover:
_=Total Cover
20% of total cover:
Me
80 Yes UPL
80 =Total Cover
50% of total cover: 40 20% of total cover: 16
Remarks: (Include photo numbers here or on a separate sheet.)
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
1
(A)
Total Number of Dominant
Species Across All Strata:
3
(B)
Percent of Dominant Species
That Are OBL, FACW, or FAC:
33.3%
(A/B)
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species 0
x 1 = 0
FACW species 0
x 2 = 0
FAC species 30
x 3 = 90
FACU species 0
x 4 = 0
UPL species 130
x 5 = 650
Column Totals: 160 (A) 740
(B)
Prevalence Index = B/A
= 4.63
_ 1 - Rapid Test for Hydrophytic Vegetation
_2 - Dominance Test is >50%
_3 - Prevalence Index is <_3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub -Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes No X
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: UP1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-5 10YR 3/4 100 Loamy/Clayey
5-16 10YR 4/6 100 Loamy/Clayey
Type: C=Concentration, D=Depletion,
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
—Stratified Layers (A5)
_2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11:
_Thick Dark Surface (Al2)
—Sandy Mucky Mineral (S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
RM=Reduced Matrix, MS=Masked Sand Grains
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Loamy Mucky Mineral (F1) (MLRA 136)
—Loamy Gleyed Matrix (F2)
—Depleted Matrix (F3)
_ Redox Dark Surface (F6)
—Depleted Dark Surface (F7)
_ Redox Depressions(F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
_2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date:11/6/2020
Project/Site: Water Oak SDI
Latitude:35.182873
Evaluator: Dave Homans (S&ME, Inc.)
county: Mecklenburg
Longitude:-80.792330
Total Points:
25
Stream Determination (circle one)
Other S1A
Stream is at least intermittent
if>_ 19 or perennial if>_ 30"
Intermittent
e.g. Quad Name:
A. Geomorphology (Subtotal = 13 )
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1 0
2 0
30
2. Sinuosity of channel along thalweg
0
1 0
2 •
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0 0
1 0
2 0
30
4. Particle size of stream substrate
0 0
1 0
2 0
3
5. Active/relict floodplain
00
1
2
30
6. Depositional bars or benches
0
1 •
2 n
3
7. Recent alluvial deposits
0
1 •
20
3
8. Headcuts
00
1
2 .
3
9. Grade control
00
0.50
1 •
1.50
10. Natural valley
00
0.5
10
1 1.50
11. Second or greater order channel
No = 0 •
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 8.5 )
12. Presence of Baseflow
00
1 O
20
30
13. Iron oxidizing bacteria
0
10
2 •
3
14. Leaf litter
1.50
1 Q
0.
0
15. Sediment on plants or debris
0
0.5
1 •
1.5
16. Organic debris lines or piles
00
0.5 •
lu
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal = 3.5 )
18. Fibrous roots in streambed
3
2
1 •
0
19. Rooted upland plants in streambed
30
2 •
10
0
20. Macrobenthos (note diversity and abundance)
0 •
1
2
3
21. Aquatic Mollusks
0 •
10
2
3
22. Fish
0 •
0.50
in
1.5
23. Crayfish
0 •
0.5
1
1.5
24. Amphibians
0 •
0.5
1
1.5
25. Algae
00
0.5 •
10
1.5
26. Wetland plants in streambed
• FACW = 0.7500BL =
1.500ther = 00
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Data collected near headcut where OHWM originates. Stream becomes perennial
Sketch: downstream of Linda Lane as baseflow, riffle -pool sequence, and natural valley increases
and OWHM becomes more continuous.
41

NC SAM FIELD ASSESSMENT FORM
Accompanies User Manual Version 2
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): Water Oak SDI 2. Date of evaluation: 11/6/2020
3. Applicant/owner name: Charlotte Storm Water Services 4. Assessor name/organization: D. David Homans, S&ME Inc.
5. County: Mecklenburg 6. Nearest named water body
7. River basin: Catawba on USGS 7.5-minute quad: McMullen Creek
8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.182873°N / 80.792330°W
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): S1A 10. Length of assessment reach evaluated (feet): -100
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 1 ❑Unable to assess channel depth.
12. Channel width at top of bank (feet): 3 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)
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 mil) ❑Size 4 (>_ 5 mil)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (❑I ❑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 ❑303(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.
®B 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 Not
3. Feature Pattern - assessment reach metric
❑A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
®B Not A
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 Not
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
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.
❑F 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.
❑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
❑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. ❑Yes ❑No 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)
10b. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
❑A Multiple aquatic macrophytes and aquatic mosses W ❑F 5% oysters or other natural hard bottoms
(include liverworts, lichens, and algal mats) F CD ❑G Submerged aquatic vegetation
®B Multiple sticks and/or leaf packs and/or emergent o Y ❑H Low -tide refugia (pools)
vegetation Y rC ❑I Sand bottom
❑C Multiple snags and logs (including lap trees) r ❑J 5% vertical bank along the marsh
®D 5% undercut banks and/or root mats and/or roots ❑K Little or no habitat
in banks extend to the normal wetted perimeter
❑E 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. ❑Yes ®No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11 b. Bedform evaluated. Check the appropriate box(es).
®A Riffle -run section (evaluate 11c)
❑B Pool -glide section (evaluate 11d)
❑C Natural bedform absent (skip to Metric 12, Aquatic Life)
11c. 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%. Cumulative
percentages should not exceed 100% for each assessment reach.
NP
R
C A P
®
❑
❑ ❑ ❑ Bedrock/saprolite
®
❑
❑ ❑ ❑ Boulder (256 — 4096 mm)
®
❑
❑ ❑ ❑ Cobble (64 — 256 mm)
®
❑
❑ ❑ ❑ Gravel (2 — 64 mm)
❑
❑
® ❑ ❑ Sand (.062 — 2 mm)
❑
❑
❑ ® ❑ Silt/clay (< 0.062 mm)
❑
®
❑ ❑ ❑ Detritus
❑
❑
® ❑ ❑ Artificial (rip -rap, concrete, etc.)
11d. ❑Yes
❑No
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
❑ ❑Caddisfly larvae (T)
❑ ❑Asian clam (Corbicula)
❑ ❑Crustacean (isopod/amphipod/crayfish/shrimp)
❑ ❑Damselfly and dragonfly larvae
❑ ❑Dipterans
❑ ❑Mayfly larvae (E)
❑ ❑Megaloptera (alderfly, fishfly, dobsonfly larvae)
® ❑Midges/mosquito larvae
❑ ❑Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
❑ ❑Mussels/Clams (not Corbicula)
❑ ❑Other fish
❑ ❑ Sala manders/tad poles
❑ ❑Snails
❑ ❑Stonefly larvae (P)
❑ ❑Tipulid larvae
❑ ❑Worms/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
❑A ❑A 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
❑C ❑C 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
❑A ❑A Majority of streamside area with depressions able to pond water >_ 6 inches deep
❑B ®B 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
❑Y ❑Y 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.
❑A Streams and/or springs (jurisdictional discharges)
❑B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
❑C 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)
®E Stream bed or bank soil reduced (dig through deposited sediment if present)
❑F None of the above
17. Baseflow Detractors — assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
❑A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
❑B 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
❑F None of the above
18. Shading — assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
®A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
❑B Degraded (example: scattered trees)
❑C 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 ®B ❑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
❑D ❑D 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 ❑B Maintained turf
❑C ❑C ❑C ❑C ❑C ❑C Pasture (no livestock)/commercial horticulture
❑D ❑D ❑D ❑D ❑D ❑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 > 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.
❑C ❑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.
❑B ®B 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 ®D 79 to < 230 ❑E >_ 230
Notes/Sketch:
Heavy erosion along left bank is threatening adjacent house and yard. General conditions apply through stream impact areas SX01 and SX02

Draft NIC SAM Stream Rating Sheet
Accompanies User Manual Version 1
Stream Site Name Water Oak SDIP Date of Assessment
11/6/2020
Stream Category Pb1 Assessor Name/Organization
D. David
Homans, S&ME
Inc.
Notes of Field Assessment Form (Y/N)
YES
Presence of regulatory considerations (Y/N)
NO
Additional stream information/supplementary measurements included (Y/N)
NO
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
Intermittent
USACE/
NCDWR
Function Class Rating Summary All Streams
Intermittent
(1) Hydrology
LOW
LOW
(2) Baseflow
MEDIUM
MEDIUM
(2) Flood Flow
LOW
LOW
(3) Streamside Area Attenuation
LOW
LOW
(4) Floodplain Access
LOW
LOW
(4) Wooded Riparian Buffer
LOW
LOW
(4) Microtopography
NA
NA
(3) Stream Stability
LOW
LOW
(4) Channel Stability
LOW
LOW
(4) Sediment Transport
LOW
LOW
(4) Stream Geomorphology
MEDIUM
MEDIUM
(2) Stream/Intertidal Zone Interaction
NA
NA
(2) Longitudinal Tidal Flow
NA
NA
(2) Tidal Marsh Stream Stability
NA
NA
(3) Tidal Marsh Channel Stability
NA
NA
(3) Tidal Marsh Stream Geomorphology
NA
NA
(1) Water Quality
LOW
LOW
(2) Baseflow
MEDIUM
MEDIUM
(2) Streamside Area Vegetation
MEDIUM
MEDIUM
(3) Upland Pollutant Filtration
MEDIUM
MEDIUM
(3) Thermoregulation
HIGH
HIGH
(2) Indicators of Stressors
NO
NO
(2) Aquatic Life Tolerance
LOW
NA
(2) Intertidal Zone Filtration
NA
NA
(1) Habitat
LOW
LOW
(2) In -stream Habitat
LOW
LOW
(3) Baseflow
MEDIUM
MEDIUM
(3) Substrate
LOW
LOW
(3) Stream Stability
LOW
LOW
(3) In -stream Habitat
MEDIUM
MEDIUM
(2) Stream -side Habitat
MEDIUM
MEDIUM
(3) Stream -side Habitat
LOW
LOW
(3) Thermoregulation
HIGH
HIGH
(2) Tidal Marsh In -stream Habitat
NA
NA
(3) Flow Restriction
NA
NA
(3) Tidal Marsh Stream Stability
NA
NA
(4) Tidal Marsh Channel Stability
NA
NA
(4) Tidal Marsh Stream Geomorphology
NA
NA
(3) Tidal Marsh In -stream Habitat
NA
NA
(2) Intertidal Zone
NA
NA
Overall
LOW
LOW

NC SAM FIELD ASSESSMENT FORM
Accompanies User Manual Version 2
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): Water Oak SDI 2. Date of evaluation: 11/6/2020
3. Applicant/owner name: Charlotte Storm Water Services 4. Assessor name/organization: D. David Homans, S&ME Inc.
5. County: Mecklenburg 6. Nearest named water body
7. River basin: Catawba on USGS 7.5-minute quad: McMullen Creek
8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.182873°N / 80.792330°W
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): S1 B 10. Length of assessment reach evaluated (feet): -100
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 2 ❑Unable to assess channel depth.
12. Channel width at top of bank (feet): 8 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)
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 mil) ❑Size 4 (>_ 5 mil)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (❑I ❑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 ❑303(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.
❑B 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 Not
3. Feature Pattern - assessment reach metric
®A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
❑B Not A
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 Not
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
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.
❑F 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.
❑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
❑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. ❑Yes ❑No 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)
10b. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
❑A Multiple aquatic macrophytes and aquatic mosses W ❑F 5% oysters or other natural hard bottoms
(include liverworts, lichens, and algal mats) F CD ❑G Submerged aquatic vegetation
®B Multiple sticks and/or leaf packs and/or emergent o Y ❑H Low -tide refugia (pools)
vegetation Y rC ❑I Sand bottom
❑C Multiple snags and logs (including lap trees) r ❑J 5% vertical bank along the marsh
®D 5% undercut banks and/or root mats and/or roots ❑K Little or no habitat
in banks extend to the normal wetted perimeter
❑E 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. ❑Yes ®No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11 b. Bedform evaluated. Check the appropriate box(es).
®A Riffle -run section (evaluate 11c)
❑B Pool -glide section (evaluate 11d)
❑C Natural bedform absent (skip to Metric 12, Aquatic Life)
11c. 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%. Cumulative
percentages should not exceed 100% for each assessment reach.
NP
R
C A P
❑
❑
® ❑ ❑ Bedrock/saprolite
®
❑
❑ ❑ ❑ Boulder (256 — 4096 mm)
❑
❑
® ❑ ❑ Cobble (64 — 256 mm)
❑
❑
® ❑ ❑ Gravel (2 — 64 mm)
❑
❑
® ❑ ❑ Sand (.062 — 2 mm)
❑
❑
® ❑ ❑ Silt/clay (< 0.062 mm)
❑
®
❑ ❑ ❑ Detritus
❑
❑
® ❑ ❑ Artificial (rip -rap, concrete, etc.)
11d. ❑Yes
❑No
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
❑ ❑Caddisfly larvae (T)
❑ ❑Asian clam (Corbicula)
❑ ❑Crustacean (isopod/amphipod/crayfish/shrimp)
❑ ❑Damselfly and dragonfly larvae
❑ ❑Dipterans
❑ ❑Mayfly larvae (E)
❑ ❑Megaloptera (alderfly, fishfly, dobsonfly larvae)
❑ ®Midges/mosquito larvae
❑ ❑Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
❑ ❑Mussels/Clams (not Corbicula)
❑ ❑Other fish
❑ ❑ Sala manders/tad poles
❑ ®Snails
❑ ❑Stonefly larvae (P)
❑ ❑Tipulid larvae
❑ ®Worms/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
❑A ❑A 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
❑C ❑C 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
❑A ❑A Majority of streamside area with depressions able to pond water >_ 6 inches deep
❑B ®B 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
❑Y ❑Y 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.
®A Streams and/or springs (jurisdictional discharges)
❑B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
❑C 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)
®E Stream bed or bank soil reduced (dig through deposited sediment if present)
❑F None of the above
17. Baseflow Detractors — assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
❑A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
❑B 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
❑F None of the above
18. Shading — assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
®A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
❑B Degraded (example: scattered trees)
❑C 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 ❑B ❑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
❑D ❑D 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 ❑B Maintained turf
❑C ❑C ❑C ❑C ❑C ❑C Pasture (no livestock)/commercial horticulture
❑D ❑D ❑D ❑D ❑D ❑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 > 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.
®C ❑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.
❑B ®B 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 ®D 79 to < 230 ❑E >_ 230
Notes/Sketch:
Evaluated adjacent to appartment complex parking. General conditions apply through stream impact areas SX03-05 and SX07-SX11

Draft NC SAM Stream Rating Sheet
Accompanies User Manual Version 1
Stream Site Name
Stream Category
Water Oak SDIP
Pb2
Date of Assessment
Assessor Name/Organization
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
11 /6/2020
D. David Homans, S&ME
Inc.
vac
nin
USACE/ NCDWR
Function Class Rating Summary
All Streams Intermittent
(1) Hydrology
LOW
(2) Baseflow
MEDIUM
(2) Flood Flow
LOW
(3) Streamside Area Attenuation
LOW
(4) Floodplain Access
LOW
(4) Wooded Riparian Buffer
MEDIUM
(4) Microtopography
NA
(3) Stream Stability
LOW
(4) Channel Stability
LOW
(4) Sediment Transport
MEDIUM
(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
MEDIUM
(2) Streamside Area Vegetation
MEDIUM
(3) Upland Pollutant Filtration
LOW
(3) Thermoregulation
HIGH
(2) Indicators of Stressors
YES
(2) Aquatic Life Tolerance
LOW
(2) Intertidal Zone Filtration
NA
(1) Habitat
MEDIUM
(2) In -stream Habitat
MEDIUM
(3) Baseflow
MEDIUM
(3) Substrate
MEDIUM
(3) Stream Stability
LOW
(3) In -stream Habitat
MEDIUM
(2) Stream -side Habitat
MEDIUM
(3) Stream -side Habitat
LOW
(3) Thermoregulation
HIGH
(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

NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: 1 1/6/2020
Project/Site: Water Oak SDI
Latitude:35.177387
Evaluator: Dave Homans (S&ME, Inc.)
County: Mecklenburg
Longitude:-80.789894
Total Points:
24.5
Stream Determination (circle one)
Other S2
Stream is at least intermittent
if>_ 19 or perennial if>_ 30"
Intermittent
e.g. Quad Name:
A. Geomorphology (Subtotal = 14 )
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1 0
2 0
30
2. Sinuosity of channel along thalweg
0
1 0
2 .
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0 0
1 O
2 0
30
4. Particle size of stream substrate
0 0
1 0
2 0
3
5. Active/relict floodplain
0 0
1
2
30
6. Depositional bars or benches
0
1 •
2 n
3
7. Recent alluvial deposits
0
1 •
20
3
8. Headcuts
00
1
2 .
3
9. Grade control
00
0.5 •
10
1.50
10. Natural valley
0 0
1 0.5 •
1 0
1 1.50
11. Second or greater order channel
No = 0 •
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 6.5 )
12. Presence of Baseflow
00
1 O
20
30
13. Iron oxidizing bacteria
0 •
10
2
3
14. Leaf litter
1.
1 Q
0.
0
15. Sediment on plants or debris
0
0.5
1 •
1.5
16. Organic debris lines or piles
00
0.5 •
lu
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal = 4 )
18. Fibrous roots in streambed
3
2 •
in
0
19. Rooted upland plants in streambed
3
2 •
10
0
20. Macrobenthos (note diversity and abundance)
0 •
1
2
3
21. Aquatic Mollusks
0 •
10
2
3
22. Fish
0 •
0.50
in
1.5
23. Crayfish
0 .
0.5
1
1.5
24. Amphibians
0 •
0.5
1
1.5
25. Algae
0 •
0.5 U
10
1.5
26. Wetland plants in streambed
• FACW = 0.7500BL = 1.500ther = 00
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Channel had excess non-native bed material (concrete / riprap). Severe headcutting /
Sketch: erosion was observed at the perched culvert outfall origin of the channel.
41

NC SAM FIELD ASSESSMENT FORM
Accompanies User Manual Version 2
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): Water Oak SDI 2. Date of evaluation: 11/6/2020
3. Applicant/owner name: Charlotte Storm Water Services 4. Assessor name/organization: D. David Homans, S&ME Inc.
5. County: Mecklenburg 6. Nearest named water body
7. River basin: Catawba on USGS 7.5-minute quad: McMullen Creek
8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.177387°N / 80.789894°W
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): S2 10. Length of assessment reach evaluated (feet): -50
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 1 ❑Unable to assess channel depth.
12. Channel width at top of bank (feet): 4 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)
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 mil) ❑Size 4 (>_ 5 mil)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (❑I ❑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 ❑303(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.
®B 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 Not
3. Feature Pattern - assessment reach metric
®A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
❑B Not A
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 Not
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
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.
❑F 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.
❑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
❑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. ❑Yes ❑No 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)
10b. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
❑A Multiple aquatic macrophytes and aquatic mosses W ❑F 5% oysters or other natural hard bottoms
(include liverworts, lichens, and algal mats) F CD ❑G Submerged aquatic vegetation
❑B Multiple sticks and/or leaf packs and/or emergent o Y ❑H Low -tide refugia (pools)
vegetation Y rC ❑I Sand bottom
❑C Multiple snags and logs (including lap trees) r ❑J 5% vertical bank along the marsh
❑D 5% undercut banks and/or root mats and/or roots ❑K Little or no habitat
in banks extend to the normal wetted perimeter
®E 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. ❑Yes ®No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11 b. Bedform evaluated. Check the appropriate box(es).
®A Riffle -run section (evaluate 11c)
❑B Pool -glide section (evaluate 11d)
❑C Natural bedform absent (skip to Metric 12, Aquatic Life)
11c. 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%. Cumulative
percentages should not exceed 100% for each assessment reach.
NP
R
C A P
®
❑
❑ ❑ ❑ Bedrock/saprolite
®
❑
❑ ❑ ❑ Boulder (256 — 4096 mm)
®
❑
❑ ❑ ❑ Cobble (64 — 256 mm)
®
❑
❑ ❑ ❑ Gravel (2 — 64 mm)
❑
®
❑ ❑ ❑ Sand (.062 — 2 mm)
❑
❑
❑ ® ❑ Silt/clay (< 0.062 mm)
❑
®
❑ ❑ ❑ Detritus
❑
❑
❑ ® ❑ Artificial (rip -rap, concrete, etc.)
11d. ❑Yes
❑No
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
❑ ❑Caddisfly larvae (T)
❑ ❑Asian clam (Corbicula)
❑ ❑Crustacean (isopod/amphipod/crayfish/shrimp)
❑ ❑Damselfly and dragonfly larvae
❑ ❑Dipterans
❑ ❑Mayfly larvae (E)
❑ ❑Megaloptera (alderfly, fishfly, dobsonfly larvae)
® ❑Midges/mosquito larvae
❑ ❑Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
❑ ❑Mussels/Clams (not Corbicula)
❑ ❑Other fish
❑ ❑ Sala manders/tad poles
❑ ❑Snails
❑ ❑Stonefly larvae (P)
❑ ❑Tipulid larvae
❑ ❑Worms/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
❑A ❑A 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
❑C ❑C 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
❑A ❑A Majority of streamside area with depressions able to pond water >_ 6 inches deep
❑B ❑B 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
❑Y ❑Y 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.
❑A Streams and/or springs (jurisdictional discharges)
❑B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
❑C 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)
®E Stream bed or bank soil reduced (dig through deposited sediment if present)
❑F None of the above
17. Baseflow Detractors — assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
❑A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
❑B 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
❑F None of the above
18. Shading — assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
®A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
❑B Degraded (example: scattered trees)
❑C 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 ®B ❑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
❑D ❑D 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 ®B Maintained turf
❑C ❑C ❑C ❑C ❑C ❑C Pasture (no livestock)/commercial horticulture
❑D ❑D ❑D ❑D ❑D ❑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 > 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.
❑C ❑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.
❑B ®B 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 ®D 79 to < 230 ❑E >_ 230
Notes/Sketch:
Stream is a short run downstream of an outfall from a piped system. Significant downcutting is present at the outfall

Draft NC SAM Stream Rating Sheet
Accompanies User Manual Version 1
Stream Site Name Water Oak SDIP Date of Assessment
11/6/2020
Stream Category Pb1 Assessor Name/Organization
D. David
Homans, S&ME
Inc.
Notes of Field Assessment Form (Y/N)
YES
Presence of regulatory considerations (Y/N)
NO
Additional stream information/supplementary measurements included (Y/N)
NO
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
Intermittent
USACE/
NCDWR
Function Class Rating Summary
All Streams
Intermittent
(1) Hydrology
LOW
LOW
(2) Baseflow
MEDIUM
MEDIUM
(2) Flood Flow
LOW
LOW
(3) Streamside Area Attenuation
MEDIUM
MEDIUM
(4) Floodplain Access
MEDIUM
MEDIUM
(4) Wooded Riparian Buffer
MEDIUM
MEDIUM
(4) Microtopography
NA
NA
(3) Stream Stability
LOW
LOW
(4) Channel Stability
MEDIUM
MEDIUM
(4) Sediment Transport
LOW
LOW
(4) Stream Geomorphology
MEDIUM
MEDIUM
(2) Stream/Intertidal Zone Interaction
NA
NA
(2) Longitudinal Tidal Flow
NA
NA
(2) Tidal Marsh Stream Stability
NA
NA
(3) Tidal Marsh Channel Stability
NA
NA
(3) Tidal Marsh Stream Geomorphology
NA
NA
(1) Water Quality
LOW
LOW
(2) Baseflow
MEDIUM
MEDIUM
(2) Streamside Area Vegetation
MEDIUM
MEDIUM
(3) Upland Pollutant Filtration
MEDIUM
MEDIUM
(3) Thermoregulation
HIGH
HIGH
(2) Indicators of Stressors
NO
NO
(2) Aquatic Life Tolerance
LOW
NA
(2) Intertidal Zone Filtration
NA
NA
(1) Habitat
MEDIUM
MEDIUM
(2) In -stream Habitat
LOW
LOW
(3) Baseflow
MEDIUM
MEDIUM
(3) Substrate
LOW
LOW
(3) Stream Stability
MEDIUM
MEDIUM
(3) In -stream Habitat
LOW
LOW
(2) Stream -side Habitat
HIGH
HIGH
(3) Stream -side Habitat
MEDIUM
MEDIUM
(3) Thermoregulation
HIGH
HIGH
(2) Tidal Marsh In -stream Habitat
NA
NA
(3) Flow Restriction
NA
NA
(3) Tidal Marsh Stream Stability
NA
NA
(4) Tidal Marsh Channel Stability
NA
NA
(4) Tidal Marsh Stream Geomorphology
NA
NA
(3) Tidal Marsh In -stream Habitat
NA
NA
(2) Intertidal Zone
NA
NA
Overall
LOW
LOW

Appendix III — Protected Species Documentation

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
Phone: [phone] Fax: [phone]
In Reply Refer To:
Project Code: 2023-0036022
Project Name: Water Oak Storm Drainage Improvement Project
January 20, 2023
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The enclosed species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. The enclosed species list
fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the
Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.).
Please note that new species information can change your official species list. Under 50 CFR
402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list
should be verified after 90 days. The Service recommends you visit the ECOS-IPaC website at
regular intervals during project planning and implementation to ensure your species list is
accurate or obtain an updated species list.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A biological assessment (BA) or biological evaluation (BE) should be completed for your
project. A BA is required for major construction activities (or other undertakings having similar
physical impacts) considered to be Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c))
(NEPA). For projects other than major construction activities, the Service suggests that a BE be
prepared to determine effects of the action and whether those effects may affect listed species
and/or designated critical habitat. E?ects of the action are all consequences to listed species or
critical habitat that are caused by the proposed action, including the consequences of other

01/20/2023
activities that are caused by the proposed action. A consequence is caused by the proposed action
if it is reasonably certain to occur and would not occur "but for" the proposed action..
Recommended contents of a BA/BE are described at 50 CFR 402.12. More information and
resources about project review and preparing a BA/BE can be found at the following web link:
https://www.fws. gov/office/asheville-ecological-services/asheville-field-office-online-review-
process-overview.
If a Federal agency determines listed species and/or designated critical habitat may be affected
by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR
402. The Service is not required to concur with "no effect" determinations from Federal action
agencies. If consultation is required, the Service recommends that candidate species, proposed
species, proposed critical habitat, and at -risk species be addressed within the consultation. More
information on the regulations and procedures for section 7 consultation, including the role of
permit or licensed applicants, can be found in the "Endangered Species Consultation Handbook"
at the following web link: https://www.fws.gov/media/endangered-species-consultation-
handbook.
Migratory Birds: In addition to responsibilities to protect threatened and endangered species
under the Act, there are additional responsibilities under the Migratory Bird Treaty Act (MBTA)
and the Bald and Golden Eagle Protection Act (BGEPA) to protect native birds from project -
related impacts. Any activity, intentional or unintentional, resulting in take of migratory birds,
including eagles, is prohibited unless otherwise permitted by the Service (50 C.F.R. Sec. 10.12
and 16 U.S.C. Sec. 668(a)). More information about MBTA and BGEPA can be found at the
following web link: https://www.fws.gov/program/migratory-birds.
We appreciate your consideration of Federally listed species. The Service encourages Federal
agencies to include conservation of threatened and endangered species in their project planning
to further the purposes of the Act. Please contact our staff at 828-258-3939, if you have any
questions. In any future correspondence concerning this project, please reference the
Consultation Code which can be found in the header of this letter.
Attachment(s):
• Official Species List
• USFWS National Wildlife Refuges and Fish Hatcheries
• Migratory Birds
• Wetlands

01/20/2023
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
[phone]

01/20/2023
KA
Project Summary
Project Code: 2023-0036022
Project Name: Water Oak Storm Drainage Improvement Project
Project Type: Culvert Repair/Replacement/Maintenance
Project Description: Stormwater Improvement Project involving culvert upgrades and channel
bank improvments
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/(a)35.175192100000004,-80.78758777763812,14z
Vandal Ph
hlid&. t .
..at x�ald
?R -
� +� �u741iti7'b
Counties: Mecklenburg County, North Carolina

01/20/2023 3
Endangered Species Act Species
There is a total of 5 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesi, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Mammals
NAME STATUS
Tricolored Bat Perimyotis subflavus Proposed
No critical habitat has been designated for this species. Endangered
Species profile: https:Hecos.fws.gov/ecp/species/10515
Insects
NAME STATUS
Monarch Butterfly Danaus plexippus Candidate
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/9743
Flowering Plants
NAME
STATUS
Michaux's Sumac Rhus michauxii
Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/5217
Schweinitz's Sunflower Helianthus schweinitzii
Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/3849
Smooth Coneflower Echinacea laevigata
Threatened
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/3473

01/20/2023
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

01/20/2023
USFWS National Wildlife Refuge Lands And Fish
Hatcheries
Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a
'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to
discuss any questions or concerns.
THERE ARE NO REFUGE LANDS OR FISH HATCHERIES WITHIN YOUR PROJECT AREA.

01/20/2023
Migratory Birds
Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle
Protection Actz.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Migratory Birds Treat. Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the
USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your
project location. To learn more about the levels of concern for birds on your list and how this
list is generated, see the FAQ below. This is not a list of every bird you may find in this location,
nor a guarantee that every bird on this list will be found in your project area. To see exact
locations of where birders and the general public have sighted birds in and around your project
area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species
on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing
the relative occurrence and abundance of bird species on your list are available. Links to
additional information about Atlantic Coast birds, and other important information about your
migratory bird list, including how to properly interpret and use your migratory bird report, can be
found below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
BREEDING
NAME SEASON
Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to
This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention Jul 31
because of the Eagle Act or for potential susceptibilities in offshore areas from certain types
of development or activities.
Black -billed Cuckoo Coccyzus erythropthalmus Breeds May 15
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA to Oct 10
and Alaska.
https:Hecos.fws.gov/ecp/species/9399

01/20/2023
NAME
BREEDING
SEASON
Cerulean Warbler Dendroica cerulea Breeds Apr 28
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA t0 Jul 20
and Alaska.
https:Hecos.fws.gov/ecp/species/297
Chimney Swift Chaetura pelagica Breeds Mar 15
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA t0 Aug 25
and Alaska.
Kentucky Warbler Oporornis formosus Breeds Apr 20
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA t0 Aug 20
and Alaska.
Prairie Warbler Dendroica discolor Breeds May 1
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA to Jul 31
and Alaska.
Prothonotary Warbler Protonotaria citrea Breeds Apr 1 to
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA Jul 31
and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus Breeds May 10
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA t0 Sep 10
and Alaska.
Rusty Blackbird Euphagus carolinus Breeds
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions elsewhere
(BCRs) in the continental USA
Wood Thrush Hylocichla mustelina Breeds May 10
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA to Aug 31
and Alaska.
Probability Of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting
to interpret this report.
Probability of Presence (■)
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week
months.) A taller bar indicates a higher probability of species presence. The survey effort (see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.

01/20/2023 3
How is the probability of presence score calculated? The calculation is done in three steps:
The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season( )
Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (1)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
■ probability of presence breeding season I survey effort — no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Bald Non -BCC e
Vulnerable
Black -billed
Cuckoo ++++ ++++ ++++ + 4+ tl�� M7 T I TT 77++ ++++ ++++
Cuckoo _

01/20/2023
4
BCC Rangewide
(CON)
Cerulean Warbler
++++ ++++
I I 777+ +++ �TTT +++T ++T+
BCC Rangewide
TT I TTTT
(CON)
Chimney Swift
BCC Rangewide
++++ ++++ I
I
yy
■� 1111 1111 1111 1111 11�T +++ Il +
(CON)
mmmm MMU
BCC Rangewidee1
II
++++ ++++ ++++ l
I
I I7 TTTT TJ'+ ++++ TTTT ++++ ++++
(CON)
Prairie Warbler
BCC Rangewide
1
++++ ���� ++++ I
I
i1 1 Ill
4 I +++ + i,+++ ++++,T I i1 o I I I tttt t
(CON)
Prothonotary Warbler ++++ I I I 7777 ITT ++++ ++++ TTTT ++++ ++++
BCC Rangewide
(CON)
RWoodpecker ed-headed 0000 0000 00+0 0000 f �� tt�t ttt� 0++ 0*0* ���� ++�� ����
BCC Rangewide
(CON)
Rusty Blackbird BCC -BCR I T+TT #TT T++0 I I I I t I ++ ++++ ++++ ++++ ++++ ++++
Wood Thrush
BCC Rangewide ++++ ++++ ++++ *000 Oo+ 1+77I+
(CON)
Additional information can be found using the following links:
• Birds of Conservation Concern https://www.fws.gov/program/migratory-birds/species
• Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library
collections/avoidins7-and-minimizins--incidental-take-mis7ratorv-birds
• Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/
documents/nationwide-standard-conservation-measures.Ddf
Migratory Birds FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures or permits

01/20/2023 5
may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the list of migratory birds that potentially occur in my
specified location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
(BCQ and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s) which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the Rapid Avian Information
Locator (RAIL)Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network (AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets.
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering or migrating in my area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may query your location using the RAIL Tool and look
at the range maps provided for birds in your area at the bottom of the profiles provided for each
bird in your results. If a bird on your migratory bird species list has a breeding season associated
with it, if that bird does occur in your project area, there may be nests present at some point
within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not
breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern
throughout their range anywhere within the USA (including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);

01/20/2023 6
2. 'BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or (for non -eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review. Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Lorin.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ "What does IPaC
use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no
data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,

01/20/2023
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.

01/20/2023
Wetlands
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section
404 of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of
Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to
update our NWI data set. We recommend you verify these results with a site visit to determine
the actual extent of wetlands on site.
THERE ARE NO WETLANDS WITHIN YOUR PROJECT AREA.

01/20/2023
IPaC User Contact Information
Agency:
S&ME, Inc.
Name:
David Homans
Address:
2016 Ayrsley Town Blvd. Suite 2-A
City:
Charlotte
State:
NC
Zip: 28273
Email [e-mail]
Phone: [phone]
Lead Agency Contact Information
Lead Agency: Army Corps of Engineers

Roy Cooper, Governor
0■0■0 INC DEPARTMENT OF
■■0■o NATURAL AND CULTURAL RESOURCES
■ ■■■
January 19, 2023
Dave Homans
S&ME, Inc.
2016 Ayrsley Town Blvd. Suite 2-A
Charlotte, NC 28273
RE. Water Oak SDIP
Dear Dave Homans:
D_ Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Program
NCNHDE-20589
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund
easement, or an occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod nev.butlerWncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTh1EN7 OF NATURAL_ AND CULTURAL RESOVRCES
Q 121 W. JONES STREET. RALEIGH. NC 27603 • 1651 MAIL SERVICE CENTER. RALEIGH. NC 27699
OFC 918.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Water Oak SDIP
January 19, 2023
NCNHDE-20589
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present, it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area
f��anaged Area iName wner Owner Type =
Mecklenburg County Open Space Mecklenburg County Local Government
Mecklenburg County Open Space - McMullen Creek Mecklenburg County Local Government
Greenway
NC Hazard Mitigation Buyout Property - NC DIPS, Division of Emergency State
Mecklenburg County Management
NC Hazard Mitigation Buyout Property - NC DIPS, Division of Emergency State
Mecklenburg County Management
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.org/helr). Data query generated on January 19, 2023; source: NCNHP, Q3, October 2022.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 5

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Water Oak SDIP
January 19, 2023
NCNHDE-20589
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific NameE Common Name Last
Group servation
a Date
Animal 2109 Waterbird Colony Waterbird Colony 2008
Assemblage
Bird 32260 Nyctanassa violacea Yellow -crowned Night- 2008
Heron
Vascular Plant 13743 Delphinium exaltatum Tall Larkspur 1800s
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Element Accuracy Federal 7State Global State
Occurrence Status S s Rank Rank
Rank
D 3-Medium --- --- GNR S3
Managed Area Name
Owner
Mecklenburg County Open Space
Mecklenburg County
Mecklenburg County Open Space - Grayson Park
Mecklenburg County
Mecklenburg County Open Space - McMullen Creek
Mecklenburg County
Greenway
Mecklenburg County Open Space - McMullen Creek
Mecklenburg County
Tributary
Mecklenburg County Open Space - Oakhurst Park
Mecklenburg County
NC Hazard Mitigation Buyout Property -
NC DPS, Division of Emergency
Mecklenburg County
Management
NC Hazard Mitigation Buyout Property -
NC DPS, Division of Emergency
Mecklenburg County
Management
NC Hazard Mitigation Buyout Property -
NC DPS, Division of Emergency
Mecklenburg County
Management
NC Hazard Mitigation Buyout Property -
NC DPS, Division of Emergency
Mecklenburg County
Management
NC Hazard Mitigation Buyout Property -
NC DPS, Division of Emergency
Mecklenburg County
Management
C? 3-Medium --- Significantly G5 S2B
Ra re
Hi? 5-Very --- Threatened G3 S2
Low
Owner
Local Government
Local Government
Local Government
Local Government
Local Government
State
State
State
State
State
Page 3 of 5

Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner Type
NC Hazard Mitigation Buyout Property - NC DPS, Division of Emergency State
Mecklenburg County
Management
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on January 19, 2023; source: NCNHP, Q3, October 2022.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 4 of 5

NCNHDE-20589: Water Oak SDIP
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Page 5 of 5

Appendix IV — Cultural Resources Documentation

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41
1/19/2023, 8.54.05 PM
WaterOakSDIP - LOD DOE districts & boundaries 1.18, 056
Local individual resources & centerpoints Determined Eligible Boundary 0 0.15 0.3 0.6 mi
Local Landmark Both DOE and Study List Boundary
Surveyed Only individual resources & centerpoints DOE individual resources & centerpoints 0 0.28 0.55 1.1 km
Surveyed Only Determined Eligible City of Charlotte, Union County, State of North Carolina DOT, Esri,
HERE, Garmin, INCREMENT P, NGA, USGS
Surveyed Only, Gone SL and DOE
Blockface- Multiple properties SL districts & boundaries
Surveyed Area, No designation Study List Boundary
Both SL and Determined Eligible Boundary North Carolina State Historic Preservation Office
City of Charlotte, Union County, State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, NGA, USGS INC OneMap, INC Center for Geographic Information and Analysis, INC 911 Board I INC