20190368 Ver 1_00_Complete_Linda_Lakes_PCN_20190322

Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW- Begin Date (Date Received):
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Stream Bank Repair on Reedy Creek Tributary Downstream of Delta Lake
2. Work Type: ❑Private ❑Institutional ❑✓ Government ❑ Commercial
3. Project Description / Purpose [PCN Form 133d and 133e]:
The proposed project seeks to restore and stabilize 227 linear feet of an Unnamed Tributary to Reedy Creek, in Charlotte, North Carolina. The project will
result in 197 linear feet of permanent impacts to potential non -wetland waters of the US for restoration activities and 10 linear feet of temporary impacts to
construct the stream restoration. The project will also result in 30 linear feet of permanent impacts to potential non -wetland waters of the US for bank
stabilization. The project will result in a, net loss of 24 if of potential non -wetland waters of the US from implementing natural channel design techniques to
return the channel to its natural bed and the repair/removal of extremely tight meanders, caused by severe erosion which has added additional stream length.
4. Property Owner / Applicant [PCN Form A3 or A41: Charlotte Water (POC: Bill Deal)
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
Kimley-Horn & Associates, Inc. - Chris Tinklenberg, PWS
6. Related Action ID Number(s) [PCN Form 135b]:
7. Project Location —Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
The project area is located downstream of Delta Lake and is bounded by Linda Lake Drive to the
South and Frances Irene Drive to the North in Mecklenburg County, North Carolina.
Project Location — Tax Parcel ID [PCN Form Bla]: NA
9. Project Location — County [PCN Form A2b]: Mecklenburg County
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Charlotte
11. Project Information — Nearest Waterbody [PCN Form 132a]: UT to Reedy Creek
12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 132c]: Yadkin Pee Dee / 03050105
Authorization: Section 10 ❑ Section 404 ❑✓
Regulatory Action Type:
❑ Standard Permit
✓ Nationwide Permit # 13 & 27
Regional General Permit #
✓ Jurisdictional Determination Request
Section 10 and 404 ❑
❑Pre -Application Request
❑ Unauthorized Activity
❑ Compliance
❑No Permit Required
Revised 20150602

Kimley»>Horn
March 19, 2019
Mr. David Shaeffer
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Ms. Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Re: 404/401 Permit (Nationwide 13 & 27) Application &
Preliminary Jurisdictional Determination Request
Stream Bank Repair on Reedy Creek Tributary Downstream of Delta Lake
Charlotte, Mecklenburg County, NC
Dear Mr. Shaeffer and Ms. Higgins:
On behalf of our client, Charlotte Water, Kimley-Horn is submitting the enclosed joint Section
404/401 Preconstruction Notification Application for the above referenced project for your review
pursuant to a Nationwide Permit 4 13 and 27 and General 401 Water Quality Certification number
4134, as well as a Preliminary Jurisdictional Determination (JD) request package for your review for
the above referenced project. Authorization is requested to conduct stream restoration for the
purposes of protecting the sanitary sewer infrastructure, improving water quality, channel bed
elevation, aquatic habitat, as well as bank stabilization and bank protection of an Unnamed Tributary
to Reedy Creek located at approximately 35.245509°N, -80.727943°W. The following information is
included as part of this application submittal:
• Project Summary Sheet
• Pre -Construction Notification Form
• Project Site Figures
■ Figure 1 — Vicinity
■ Figure 2 — US GS 7.5' Topo (Mint Hill Quadrangle, 1993)
■ Figure 3 — Meek. Co. SSURGO Soils (2018 Meek. Co. Aerial)
■ Figure 4 — PJD Field Sketch (2018 Meek. Co. Aerial)
■ Figure 5 — Proposed Conditions
• Agent Authorization Form
• Construction Plans of Proposed Stream Bank Repairs
• Preliminary Jurisdictional Determination (PJD)
• Field Data Forms
■ NCDWR Stream Identification Forms
• Project Site Photographs
• Agency Correspondence

Kimley»>Horn
Page 2
Project Background
The project area is located downstream of Delta Lake and is bounded by Linda Lake Drive to the
South and Frances Irene Drive to the North in Charlotte, Mecklenburg County, North Carolina.
Existing land use in the vicinity of the project includes mixed hardwood/pine forest, as well as
residential and maintained areas.
Field Observations
On March 18, 2018, Kimley-Horn staff, Addie Lasitter, WPIT, visited the site to verify the location
and classification of potentially jurisdictional waters within the project area. Kimley-Horn's field
review of the project area identified one potentially jurisdictional non -wetland waters (Stream 1).
Stream 1 was classified as a perennial stream. Results of the site visit are depicted on Figure 4 PJD
Field Sketch and representative photographs are included in the project site photo pages.
Approach
A segmented channel rehabilitation approach will be used to create hydraulic and geomorphic
functional uplift of the project area and help the stream evolve to a more stable form. A combination
rehabilitation approach—that includes restoring profile and dimension at existing or slightly raised
bed elevation—will be used for the reach, along with stream relocation and pattern adjustment (see
attached Plan). Rehabilitation activities primarily will focus on the creation of improved hydraulic
geometry and improved bank angles. An active floodplain at the bankfull elevation will be created
where constraints allow. Point bars and inner -berms will also be constructed for sediment deposition
and to improve sediment competency. The inner berms also will serve to dissipate stream velocities
during the more frequent storms, which is especially important in an urban setting where the storm
events are flashy in nature. The stream profile is modified to create more local slope variability (i.e.,
steeper riffles and flat pools). Eroded stream banks located near the current utility crossing will also
be restored and bank protection will be added to avoid erosion.
The project will result in 197 linear feet of permanent impacts to potential non -wetland waters
of the US for restoration activities and 10 linear feet of temporary impacts for restoration
activities. The project will also result in 30 linear feet of permanent impacts to potential non -
wetland waters of the US for bank stabilization. The project will result in a permeant, net loss of
241f of potential non -wetland waters of the US from implementing natural channel design techniques
to return the channels to their natural bed and the repair/removal of extremely tight meanders, caused
by severe erosion which has added additional stream length. Overall, the design seeks to stabilize the
channel, reduce erosion, elevate the channel bed, improve in -stream habitat and geomorphology, and
stabilize the bank to protect utilities. 10 if of temporary impacts will be necessary to install
impervious dikes and a pumped diversion to allow for work in dry conditions.
Avoidance and Minimization
Impacts have been avoided and minimized to the extent practicable and have been limited to what is
necessary to facilitate stream restoration. To prevent sedimentation of downstream portions of the
affected streams, construction will be conducted in the dry through the use of coffer dams and pump-
arounds. Temporary erosion and sediment control measures placed in waters will be removed and the
original grade restored upon completion of the project. Banks temporarily affected by maintenance
work will be matted, re -seeded and restored to stable bank conditions.

Kimley»>Horn
Please feel free to contact Chris Tinklenberg at [phone] if you have any questions, or if
additional information is necessary.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
Chris Tinklenberg, PWS
Environmental Scientist
Attachments
Cc: Bill Deal
Charlotte Water
600 East Fourth Street
Charlotte, NC 28202
Page 3

Kimley>>>Horn
Project Summary Sheet
Project Name: Streambank Repair on Reedy Creek Tributary Downstream of Delta Lake
Applicant Name and Address: Bill Deal
Charlotte Water
600 East Fourth Street
Charlotte, NC 28202
Telephone Number: 704-399-5454
Type of Request: ® Nationwide PCN (NWP # 13 and 27) ❑ Individual Permit Application
® Jurisdictional Determination ❑ Other:
Included Attachments: ® Project Plans ® USGS Map ® NRCS Soil Survey
® Agent Authorization ® Delineation Sketch ❑ Delineation Survey
❑ Data Forms (Up & Wet) ® NCDWR Stream Forms ® USACE Stream Forms
❑ NCEEP Confirmation ® Aerial Photo ® Site Photos
® Agency Correspondence ❑ Other: ❑ Other:
Check if applicable: ❑ CAMA County ❑ Trout County ❑ Isolated Waters
❑ Section 7, ESA ❑ Section 106, NHPA ❑ EFH
❑ Mitigation Proposed (❑ NC EEP ❑ On -Site ❑ Off -Site ❑ Other)
County: Mecklenburg Nearest City/Town: Charlotte
Waterway: UT to Reedy Creek
H.U.C.: 03040105
River Basin: Yadkin Pee Dee
USGS Quad Name: Mint Hill
Property Size (acres): —0.37 Approx. Size of Jurisdiction on Site (acres): 0.4
Site Coordinates (in decimal degrees): 35.245509 °N -80.727943 °W
Project Location: The project area is located downstream of Delta Lake and is bounded by Linda Lake Drive to the
South and Frances Irene Drive to the North in Mecklenburg County, North Carolina.
Site Description: Existing land use in the vicinity of the project includes mixed hardwood/pine forest, residential
development, and maintained areas.
Impact Summary (if applicable): The project will result in 197 linear feet of permanent impacts to potential non -
wetland waters of the US for restoration activities and 10 linear feet of temporary impacts to construct the stream
restoration. The project will also result in 30 linear feet of permanent impacts to potential non -wetland waters of the US
for bank stabilization. The project will result in a, net loss of 24 if of potential non -wetland waters of the US from
implementing natural channel design techniques to return the channel to its natural bed and the repair/removal of
extremely ght meanders, caused by severe erosion which has added additional stream length.
NWP
#
Open Water
(acres)
Wetland
(acres)
Stream Channel
Intermittent and/or Unimportant Perennial and/or Important
Aquatic Function Aquatic Function
Temp. Perm.
Temp. Perm.
Tem Perm. Tem Perm.
K ac if ac if ac if Ac
13
30 0.006
27
10 0.001 197 0.04
Total
Total Permanent Impact to Waters of the U.S. (If/acres) 227/0.046
Kimley-Horn Contact: Chris Tinklenberg, PWS Direct Number: [phone]
Email: chris.tinklenbergkkimley-hom.com

OMIo�0F wa rF9o�
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification PCN Form
A. Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 13 & 27 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes ® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Project Information
2a.
Name of project:
Streambank Repair on Reedy Creek Tributary Downstream of Delta Lake
2b.
County:
Mecklenburg
2c.
Nearest municipality / town:
Charlotte
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
N/A (Charlotte Water Permanent Utility and Temporary Construction Easements)
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Public Agency
4b.
Name:
Bill Deal
4c.
Business name
(if applicable):
Charlotte Water
4d.
Street address:
600 East Fourth Street
4e.
City, state, zip:
Charlotte, NC 28202
4f.
Telephone no.:
704-399-5454
4g.
Fax no.:
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Chris Tinklenberg, PWS
5b.
Business name
(if applicable):
Kimley-Horn and Associates, Inc.
5c.
Street address:
200 South Tryon Street, Suite 200
5d.
City, state, zip:
Charlotte, NC 28202
5e.
Telephone no.:
704-409-1802
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 10
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
N/A (Charlotte Water Permanent Utility and Temporary
Construction Easements)
1 b. Site coordinates (in decimal degrees):
Latitude: -35.245509 Longitude: -80.727943
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
0.37 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Unnamed Tributary to Reedy Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
Yadkin Pee Dee
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project area is located downstream of Delta Lake and is bounded by Linda Lake Drive to the South and Frances Irene
Drive to the North in Mecklenburg County, North Carolina. Existing land use in the vicinity of the project includes mixed
hardwood/pine forest, residential development, and maintained areas.
3b. List the total estimated acreage of all existing wetlands on the property:
NA
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
—229 If of existing stream at the project site.
3d. Explain the purpose of the proposed project:
The purpose of the project is to elevate the channel beds and stabilize bed and banks by implementing natural channel
design.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will utilize natural channel design techniques to address the instabilities within the stream channel. A variable
constructed riffle and utility bank protection will be used to create grade control, provide in -stream habitat, enhance aquatic
life passage through the project area and to help protect the banks. Overall, the design seeks to stabilize the channel, reduce
erosion, elevate the channel bed, improve in -stream habitat and geomorphology. Bank stabilization will also aid in the
reduced erosion near the utility stream crossing. It is anticipated that a back -hoe and/or mini excavator will be used to shape
the channels and construct the in -stream structures. The work will be performed in the dry by utilizing a pump -around system.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes ®No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
El Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 10
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact number —
Type of
Permanent (P) or
Type of impact
Type of
Forested
jurisdiction
Area of
Temporary (T)
wetland
(Corps - 404,
impact
(if known)
10
(acres)
DWQ — non -
404, other
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
El No
El DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact number -
Type of impact
Stream name
Perennial
Type of
Average
Impact
Permanent (P) or
(PER) or
jurisdiction
stream
length
Temporary (T)
intermittent
(Corps -
width
(linear
(INT)?
404, 10
(feet)
feet)
DWQ —
non -404,
other)
S1 - Impact 1
Restoration/Stabilization
UT to Reedy
® PER
® Corps
8
197
® P ❑ T
Creek
❑ INT
® DWQ
S1 - Impact 2
Installation of Impervious Dike
UT to Reedy
® PER
® Corps
8
10
❑ P ® T
and Pump Around
Creek
❑ INT
® DWQ
S1 - Impact 3
Stream Bank Stabilization and
UT to Reedy
® PER
® Corps
8
30
® P ❑ T
Protection
Creek
❑ INT
® DWQ
Page 4 of 10
PCN Form — Version 1.3 December 10, 2008 Version

3h. Total stream and tributary impacts 1 237
3i. Comments: The project will result in 197 linear feet of permanent impacts to potential non -wetland waters of the US for
restoration activities and 10 linear feet of temporary impacts to construct the stream restoration. The project will also result in
30 linear feet of permanent impacts to potential non -wetland waters of the US for bank stabilization. The project will result in a,
net loss of 24 If of potential non -wetland waters of the US from implementing natural channel design techniques to return the
channel to its natural bed and the repair/removal of extremely tight meanders, caused by severe erosion which has added
additional stream length.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4L Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 5 of 10
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If anv imoacts reauire mitiaation. then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number — Reason
Permanent (P) or for
Temporary T impact
131 ❑P❑T
B2 ❑P❑T
B3 ❑P❑T
❑ Neuse
❑ Catawba
6e.
Buffer
Stream name mitigation
required?
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
❑ Tar -Pamlico ❑ Other
❑ Randleman
6f. 6g.
Zone 1 impact Zone 2 impact
(square feet) (square feet)
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
All impacts are associated with stream restoration activities and will follow specific restoration protocols.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Several of the measures that will be implemented in order to minimize impacts include the utilization of a pump -around to
facilitate work in the dry, the use of temporary erosion control matting and planting of native vegetation for stabilization. All
sediment and erosion control and de -watering measures will be removed upon completion of construction and the temporary
areas of disturbance will be stabilized and restored to pre -construction contours.
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 yes, mitigation is required by (check all that apply): I ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 6 of 10
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6.
Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g.
If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h.
Comments:
Page 7 of 10
PCN Form — Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0 % (No impervious added)
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes
❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes
® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project objective is to repair current erosion and stabilize the stream channel in order prevent future
erosion from
occurring on the subject property. These repairs will not result in additional development.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 9 of 10
PCN Form — Version 1.3 December 10, 2008 Version

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
E] Raleigh
5c.
If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
A data review was conducted using North Carolina Natural Heritage Program (NCNHP) Data Explorer on February
15, 2019, to determine the presence of any federally -listed, candidate endangered, threatened species, or critical
habitat located within the project area. Based on the NCNHP review, there are no records of federally -protected
species within the project limits or within a mile of the project site. A copy of the data review report is attached.
6.
Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
North Carolina Natural Heritage Program Database
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b.
What data sources did you use to determine whether your site would impact historic or archeological resources?
SHPO online GIS service was consulted on February 15, 2019, and found no sites of architectural, historic, or
archaeological significance within the project corridor.
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:
8c.
What source(s) did you use to make the floodplain determination? FIRM Panel 4449 (Effective March 2, 2009); Flood Risk
Information System (FRIS)
�
Chris Tinklenberg, PWS
--------------
03/18/2019
Applicant/Agent's Signature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
Date
is provided.)
Page 10 of 10
PCN Form — Version 1.3 December 10, 2008 Version

laza
27
i N
Stanley
NtH Illy Figure 1
6elmo / - Crossy,ryP L° rh
harlofte i m e p�JTd
Verde Cl 6 Sd/airy
MI Hill A. n ana"' Run Ln
a n
n N
Rockmoor Ridge Rd m P
`:a o �P i 'Uta Ileo Ct
( / ' Pipeville
� \ �- IA ian T/afl Vero Ln u
1p
d_ 00
3
l Ql ^ °C/ 10 �COII O�
Gera E'n'�9 f del
0 5 10 °""e
a ? d
F } Hill Miles -
U
b
C
VJ'ta Ln 4 z Cole Or
G S o`
aC
n \zC N. ,-
bc' Nr°d Or 4
f Dun croft w I Mary Jo Helms Dr Y i
pOrnt Ot 3.
�h q 2a
3 c °."�
dN
t i n Mlch ael Or P o
I � Ocp n
5
°o\C
m ev
aweG Reedy Cwek O^
any Greenway
da Lake Drb I i Or y\c Ztante, Irene Or1
b
r1 0 \nda LaKe v o,
3 II u d y
II °
v
� Applecross Ln
o Shad
I 0 y L' Hickory Grove cl
Q�dge Dr o Meadowcro\\
ri iollYhouse Dr
I a e
Misty Morn ll
tC o
Y Dr n C 3 0
p ode a
0 D J 6
O O
6
Hillswlck Dr
I rn
Deliah Ln q` Terry Ln
a
I o`
Ql n` u Ap
"/4,
` Preston Ct
TivertonGrove
v Grove Park J o
1�1CO
9. '1 m
r' � V n Lakeside Dr E
arc m \ X0,5
c
Rd 2 06.
a o
- \ 2.1 oh�'� n F oxmeade Ln
\ � ROa � Pyecro/p CdP
a
Rose P
-1,01"DHe=k..iv [ I..nn OP 0 n
3r_;- n Q4 Falr Lawn Rtl
Gto�e
Legend
0 1,000 2,000
Project Boundary Q� �,y^ Feet
s � -
CHARLOTTE Figure 1: Vicinity
W6TER Kimley)))Horn Reedy Creek Tributary
Charlotte, Mecklenburg County, NC
March 2019

-p see
• r
• s .,/ 83 N
• , ._
�� i • ter• • •�
1 / 1
1 • • \ 11,,,f V �.'A I !� Ak
. • • • • • • 1. •� • • • = _ • — ``t. \ `_ ��
see
10.00,
NO 0
me
•+I • •� i•.�'• !�_• ,rte-��� .•�,•. • .• , 1
1
fipbSt 'i •� l r •
• .;I s'ti`r• • �� � �L,• f ' • ���• ••� ; • /
. �. r��� r ter. • �1J • p � � � • ' �' , • .
• • • • -Ii • • • �•
00
Legend
'�, '. _ _•'• �! 0 1,000 2,000
1
Project Boundary . • ( —� • �• � Feet
CHARLOTTE Figure 2: USGS Topo (Mint Hill)
W TER Kimley)))Horn Reedy Creek Tributary
Charlotte, Mecklenburg County, NC
March 2019

X.' } � • l S t x ��
ilk
1 e xr
L ;
r.
FW�f. a V 1
dW
S1 - Impact 2
10 If -Temporary
'
' Impervious Dike and
Pumped Diversion
S1 - Unnamed Tributary
to Reedy Creek
S1 -Impact 3
30 If - Permenant
Stream Bank Stabilization
& Protection
r
t i '
S1 - Impact 1
197 If - Permanent
24 If - Net loss of WoUS
Restoration Activities
Legend
Project Boundary
i�
Proposed Utility Bank Protection
Proposed Riffles
Perennial Stream (Potential Non -Wetland WoUS)
Proposed Alignment 0
Proposed Structures n�, . , "; .y
Figure 5: Proposed Conditions
Stream Bank Repair on Reedy Creek
Tributary Downstream of Delta Lake
Charlotte, Mecklenburg County, NC
March 2019
75 150
Feet
CHARLOTTE
W TER Kimley)))Horn

AGENT AUTHORIZATION FORM
Name: Bill Deal P.E.
Address: _5100 Brookshire Boulevard, Charlotte, NC 28216
Phone: [phone]
Project Nanie/Description: Stream Bank Stabilization On -Call
Date: March 1, 2019
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: David Schaeffer
Re: Stream Related Consulting and Permitting
To Whom It May Concern:
Charlotte Water hereby designates and authorizes Kimley-Horn and Associates, Inc. to act in
their behalf as their agent solely for the purpose of processing Jurisdictional Determinations,
Section 404 permits/Section 401 Water Quality Certifications applications, and to furnish upon
request supplemental information in support of applications, etc. for the Stream Bank
Stabilization On -Call project from this day forward until successful completion of the permitting
process or revocation by Charlotte -Mecklenburg Storm Water Services.
Authorized this the r— day of 1%,Rti6 H , Zo i y
Charlotte Water
Authorized Representative
(Print Name)
Cc: Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Charlotte Water
Authorized Representative
(Signature)

LEGEND FOR EXISTING CONDITIONS
EXISTING CREEK, DITCH OR BRANCH
EXISTING BOTTOM OF BANK (TOE)
EXISTING TOP OF BANK (TOB)
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SANITARY SEWER c
EXISTING SANITARY SEWER EASEMENT
EXISTING OVERHEAD ELECTRIC UNE
EXISTING PROPERTY UNE
EXISTING TREE
...................
.....................................
-------------
SS
SUMMARY OF SEWER MAINS & MANHOLES
SIZE LENGTH
SSE
OHE
Q
fl
LEGEND FOR PROPOSED PLAN
PROPOSED ALIGNMENT
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED TREE PROTECTION FENCE
PROPOSED ROCK TOE
PROPOSED VARIABLE CONSTRUCTED RIFFLE
PROPOSED LOG SILL
PROPOSED UTILITY BANK PROTECTION
PROPOSED SOIL GEOLIFT
PROPOSED FILL
PROPOSED TREE REMOVAL
WtOD
600 —
599
CHARLOTTE
W6TER
CHARLOTTE, NORTH CAROLINA
i
I
To STREAM BAND REPAIR ON REEDY CREED
® TRIBUTARY DOWNSTREAM OF DELTA LADE
X
LEGEND FOR EROSION CONTROL
PROPOSED LIMIT OF DISTURBANCE Loo LOD
PROPOSED TEMPORARY CONSTRUCTION EASEMENT TCE TCE
PROPOSED TEMPORARY CONSTRUCTION
ENTRANCE/EXIT
PROPOSED TEMPORARY ROCK SILT CHECK
NOTE: LINE WEIGHTS ARE NOT DELINEATED HERE. THEY ARE CONTROLLED THROUGH CLTWat,, PLOTST'LE.
PRJ.AREA
DESIGN COMPANY: KIMLEY-HORN AND ASSOCIATES, INC.
PLANS PREPARED BY: KIMLEY-HORN AND ASSOCIATES, INC.
ADDRESS: 200 SOUTH TRYON ST., SUITE 200, CHARLOTTE, INC 28202
PHONE: [phone]
DATE DESIGN COMPLETED: 10-30-2018
SURVEY COMPANY: JAMES MAUNEY & ASSOCIATES, P.A.
SURVEYED BY: JAMES CAMERON
ADDRESS: 6405 WILKINSON BOULEVARD, SUITE 11
PHONE: [phone]
DATE SURVEY COMPLETED: 08-29-2016
CONTRACTOR: EAGLEWOOD
INSPECTOR:- /
INSIDE CHARLOTTE: M YES ( ) NO:
TOPO NO: -
VICINITY MAP
NORTH
GRAPHIC SCALE IN FEET
0 125 250 500
Kimley*Horn
NC LICENSE }JE -0102
200 SOUTH TRYON STREET, SUITE 200, CHARLOTTE, NC 28202
PHONE: [phone]
WWW, KIMLEY—HORN.COM
NOT FOR
CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
INDEX OF SHEETS
SHEET NUMBER SHEETTITLE
00 COVER
01 GENERAL NOTES
02 CONSTRUCTION ACCESS
03 PLAN AND PROFILE
04 SECTIONS
0S OETAI
06 DETAILS
01 DETAILS
08 DETAILS
APPROVALSEAL
20 Q�EESS/p`�,t19':
'4 SEAL �T
1 026464 /
%'j'ttR Pf g:
N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE LENGTH
SIZE LENGTH
TOTAL NO. OF MANHOLES: N/A
TOTAL NO. LOTS SERVED: N/A
PROJECT NAME: STREAM BANK REPAIR
ON REEDY CREEK TRIBUTARY DOWNSTREAM
OF DELTA LAKE
JOB NO: 7030600136-19-510
DATE OF ACTIVATION:
DATE AS BU ILEE: BY:

GENERAL NOTES:
THE CONTRACTOR SHALL ONLY CONDUCT BANK AND STREAM BED WORK, INCLUDING ALL
IN -STREAM, GRADING BANK STABILIZATION, AND IN -STREAM STRUCTURES ON A SECTION
OF STREAM THAT CAN BE ENTIRELY STABILIZED BEFORE TURNING FLOW INTO THE NEWLY
CONSTRUCTED CHANNEL.
EVERY EFFORT SHALL BE TAKEN TO MINIMIZE DISTURBANCE GAINING ACCESS TO/FROM
THE WORK AREA.
EROSION CONTROL:
TOTAL AREA DISTURBED = 0.36 ACRES
SOIL TYPES: MONACAN (M.).
INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE IN
ACCORDANCE WITH STATE EROSION CONTROL REGULATIONS.
THE GRADE LINE ELEVATIONS SHOWN DENOTE THE FINISHED ELEVATION OF THE THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION
PROPOSED OR FUTURE SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH
GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS APPLICABLE NCDENR EROSION AND SEDIMENT CONTROL REGULATIONS. THE CONTRACTOR MAY
DIRECTED BY THE DESIGNER IN ORDER TO SECURE A PROPER TIE-IN, SAVE TREES OR ADJUST LOCATION OF HAUL ROADS AND SILT FENCE AS NECESSARY AFTER SUCH PROPOSED
TO CREATE A MORE "NATURAL" APPEARANCE. CHANGES HAVE BEEN APPROVED BY THE DESIGNER.
SUBSURFACE:
NO SUBSURFACE DATA IS MADE AVAILABLE TO THE CONTRACTOR FOR THIS PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIS OWN SUBSURFACE
INVESTIGATIONS AS THEY RELATE TO THIS PROJECT.
SITE/EASEMENT:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGED ITEMS DURING
CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXISTING ROADS, FENCES, SIDEWALKS,
LANDSCAPING, CURB AND GUTTER, SEWER LINES, MANHOLES, ETC...
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPROVEMENT TO THE ROAD
CONDITION, GATES, SIDEWALKS, CURB AND GUTTER, SEWER LINES, MANHOLES AND
FENCES, REQUIRED FOR ACCESS DURING CONSTRUCTION.
ANY DRAINAGE TO PUBLIC INFRASTRUCTURE IN THE VICINITY OF THE TEMPORARY
CONSTRUCTION ENTRANCE/EXIT SHALL BE REPAIRED TO THE SATISFACTION OF THE
OWNER. THE TEMPORARY CONSTRUCTION ENTRANCE/EXIST SHALL BE REMOVED AND
RETURNED TO THE ORIGINAL CONDITION OR BETTER AT THE END OF USE.
STAGING, STOCKPILES AND HAUL ROAD AREAS:
SPECIFIED AREAS SHOWN ON THE PLANS HAVE BEEN ESTABLISHED AS ACCESS AND
STAGING AREAS. THE CONTRACTOR SHALL ESTABLISH STOCKPILE AREAS ALONG THE
PROJECT, AS NECESSARY, TO CARRY OUT THE WORK. ALL STOCKPILE AREAS MUST BE
INSIDE THE LIMITS OF CONSTRUCTION AND APPROVED BY THE DESIGNER. ADDITIONAL
STOCKPILE AREAS SHOULD NOT BE LOCATED WITHIN FORESTED AREAS. SILT FENCE
SHALL BE REQUIRED IN AREAS WHERE LOOSE SOIL HAS BEEN PLACED IN THE STAGING
AND STOCKPILING AREAS.
EXISTING GRADE ELEVATIONS WITHIN THE 100 YEAR FLOODPLAIN SHALL NOT BE RAISED
AS PART OF THIS PROJECT UNLESS SHOWN. ANY EXCESS MATERIAL MUST BE
TRANSPORTED OFFSITE TO AN APPROPRIATE DISPOSAL AREA.
MATERIALS:
THE UPPER 6" OF TOPSOIL SHALL BE SAVED FROM THOSE AREAS THAT WILL BE
DISTURBED BY EXCAVATION, FILL, HAUL ROADS, OR COMPACTION EQUIPMENT. TOPSOIL
SHALL BE KEPT SEPARATE FROM ANY SITE SPOIL. UPON COMPLETION OF
CONSTRUCTION, TOPSOIL WILL BE SPREAD AT A DEPTH OF 2" TO 4" OVER AREAS TO BE
PLANTED. SEE PLANTING NOTES FOR ADDITIONAL INFORMATION.
STREAM BED MATERIAL, DEEMED SUITABLE BY THE DESIGNER, SHALL BE SAVED FROM
AREAS OF THE EXISTING STREAM THAT WILL BE IMPACTED BY CONSTRUCTION. THESE
AREAS WILL BE FLAGGED BY THE DESIGNER PRIOR TO THE CONSTRUCTION OF THE
PROPOSED STREAM. EXCAVATED BED MATERIALS WILL BE UTILIZED IN CLOSE PROXIMITY
TO THEIR LOCATION OF EXCAVATION, AND WILL NOT REQUIRE EXTENSIVE HAULING. THIS
EXCAVATED BED MATERIAL WILL BE USED TO SEED THE NEWLY EXCAVATED STREAM'S
RIFFLES.
THE REMAINING EXCAVATED MATERIAL, NOT MENTIONED ABOVE, SHALL BE CONSIDERED
SITE SPOIL AND BE STOCKPILED SEPARATELY FROM THE ITEMS LISTED ABOVE.
APPROPRIATE AMOUNT OF SUITABLE SITE SPOIL SHALL BE SAVED FOR LATER USE AS
BACKFILL.
OTHER SITE SPOIL SHALL BE LEGALLY TRANSPORTED OFFSITE, ITIS THE CONTRACTOR'S
RESPONSIBILITY TO ENSURE THAT THIS ACTION IS CONDUCTED UNDER AN EROSION
CONTROL PERMIT. THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA LAND
QUALITY SECTION'S MOORESVILLE REGIONAL OFFICE AT [phone] BEFORE ANY
SPOIL IS TRANSPORTED OFFSITE. CONTRACTOR WILL BE REQUIRED TO INFORM THE LAND
QUALITY SECTION OF THE LOCATION AND METHOD OF OFFSITE SPOIL DISPOSAL. ALL
PERMITS REQUIRED FOR THE OFFSITE DISPOSAL OF SITE SPOIL IS THE RESPONSIBILTY OF
THE CONTRACTOR.
ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.
CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A RAIN GAUGE ON THE PROJECT SITE
AND FOR RECORDING DAILY RAINFALL AMOUNTS DURING CONSTRUCTION.
TEMPORARY SILT CHECK DAMS SHALL BE CONSTRUCTED DOWNSTREAM OF THE
CONSTRUCTION AREA TO REDUCE SEDIMENT ENTERING THE STREAM.
SILT FENCE SHOULD BE LOCATED BETWEEN THE HAUL ROAD AND STREAM WHERE HAUL
ROADS ARE LOCATED NEAR A SECTION OF STREAM THAT WILL NOT BE WORKED ON AS
PART OF THIS PROJECT, OR WILL NOT BE WORKED ON WITHIN A WEEK OF CONSTRUCTING
THE HAUL ROAD.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED FOR MAINTENANCE ISSUES
AFTER EVERY RAINFALL. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
LOCAL OR NCDENR EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. SEEDED AREAS SHALL BE
CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS
NECESSARY TO OBTAIN A DENSE STAND OF GRASS. ALL DISTURBED AREAS THAT ARE NOT
OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY
IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENT CONTROL REGULATIONS. PERMANENT
SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND
ACCEPTANCE.
CONTRACTOR SHALL PROVIDE GROUND STABILIZATION ON PERIMETER AREAS AND EXPOSED
SLOPES GREATER THAN 3:1 WITHIN 7 DAYS AND WITHIN 14 DAYS IN ALL OTHER AREAS.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 21
DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO
LONGER NEEDED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE
DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
FURTHER EROSION AND SEDIMENTATION.
CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS
FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. WHERE SEDIMENT IS
TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE
CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL
AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS
MANNER.
CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL ACCESS LOCATIONS PER THE
PLANS AND SPECIFICATIONS. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN
COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT
SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL
APPLICATION.
ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION
DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
ACCEPTABLE METHOD OF CLEANING.
DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR
THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL TEMPORARY SOIL
STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT
SITE.
ALL HAUL ROAD LOCATIONS ONSITE MAY BE ADJUSTED IN THE FIELD TO PROTECT EXISTING
TREES LARGER THAN 6" DBH. THE FINAL STAKING OF THE HAUL ROADS SHALL BE
APPROVED BY THE DESIGNER BEFORE CLEARING COMMENCES.
EROSION CONTROL (CONTINUED)
SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, TEMPORARY SILT CHECK DAMS, SEDIMENT
BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS
A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE
UPSLOPE LAND DISTURBANCE TAKES PLACE.
STABILIZATION MEASURES SHALL BE APPLIED TO STRUCTURES SUCH AS DAMS, DIKES AND
DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING
ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THE PLANS BUT NECESSARY TO
CONTROL EXCESS SEDIMENT, IF DETERMINED TO BE NECESSARY BY THE DESIGNER.
GENERAL SEQUENCE:
THE CONTRACTOR SHALL CONSTRUCT NEW CHANNEL SECTIONS TO A STABLE FORM BEFORE
MOVING OUT OF THE WORK AREA. A STABLE FORM SHALL INCLUDE, BUT IS NOT LIMITED TO
THE COMPLETE INSTALLATION OF IN STREAM STRUCTURES, EROSION CONTROL MATTING, AND
TEMPORARY VEGETATION.
PERMANENT VEGETATION SHALL BE INSTALLED IN CONJUNCTION WITH TEMPORARY SEEDING IF
CONSTRUCTION IS PERFORMED DURING THE SEASON SPECIFIED IN THE DRAWINGS AND
SPECIFICATIONS. PERMANENT VEGETATION SHALL BE INSTALLED DURING SPECIFIED PLANTING
SEASONS.
CONSTRUCTION SEQUENCE:
1. THE SURVEYOR SHALL SET/STAKE THE PROPOSED STREAM CENTERLINE, AND LIMITS OF
DISTURBANCE IN THE FIELD PER THE DRAWINGS. AN ELECTRONIC COPY WILL BE
PROVIDED TO THE SURVEYOR FROM WHICH TO LAY OUT THE CENTERLINE OF THE NEW
STREAM. THE ENGINEER RESERVES THE RIGHT TO ADJUST THE LOCATION OF THE
PROPOSED CENTERLINE, BREAKLINES OR CUT LINES DURING CONSTRUCTION.
2. THE CONTRACTOR SHALL INSTALL THE EROSION CONTROL MEASURES. THE CONTRACTOR
SHALL CLEAR ONLY AS NECESSARY TO INSTALL THESE ITEMS, AND SHALL NOTIFY THE
PROJECT ENGINEER WHEN INSTALLATION OF THESE ITEMS IS COMPLETE FOR INSPECTION
BY THE LOCAL EROSION CONTROL INSPECTOR. THE CONTRACTOR SHALL NOTIFY THE
MOORESVILLE NCDEQ REGIONAL OFFICE IN WRITING ONCE CONSTRUCTION AT THE
APPROVED IMPACT AREAS HAS COMMENCED.
3. WHERE PROPOSED CHANNEL GRADING IS TO BE PERFORMED, EXCAVATE AND STORE
DESIGNATED TOPSOIL AND CHANNEL BED MATERIAL. CLEAR THE TREES AND SHRUBS
ALONG THE PROPOSED EXCESS TREES THAT ARE TO BE SAVED AND CONSTRUCTED
AROUND. NO TREES GREATER THAN 6" DBH ARE TO BE REMOVED WITHOUT DESIGNER'S
APPROVAL. SHRUBS AND TREES LESS THAN 3" IN DIAMETER THAT ARE TO BE
TRANSPLANTED SHALL BE MARKED. THESE SHRUBS AND TREES SHALL BE SAVED FOR
TRANSPLANTING AND STOCKPILED. ALL SHRUBS AND TREES MARKED TO BE
TRANSPLANTED SHALL BE REMOVED ENSURING THAT THE ROOT MASS IS INTACT.
4. CONSTRUCTION SHALL BE COMPLETED INCLUDING TEMPORARY VEGETATION, EROSION
CONTROL MATTING, LIVE STAKING, MATERIAL TRANSPLANTS (INCLUDING BED MATERIAL),
AND STRUCTURES. THESE SHALL BE APPROVED BY THE DESIGNER PRIOR TO DIVERTING
STREAM FLOWS INTO THE NEW CHANNEL.
5. THE CONTRACTOR SHALL STABILIZE THE SITE AS AREAS ARE BROUGHT UP TO FINISHED
GRADE.
6. INSTALL PLANTINGS ACCORDING TO THE PLANTING PLANS.
CONSTRUCTION SURVEY:
THE STREAM CENTERLINE, CUT AND FILL LINES, AND LIMITS OF DISTURBANCE SHOULD BE
SET AND STAKED PER THE DRAWINGS. UPON COMPLETION OF THE CONSTRUCTION
STAKING THE DESIGNER MUST INSPECT AND APPROVE THE STAKING BEFORE
CONSTRUCTION CAN BEGIN. THE DESIGNER RESERVES THE RIGHT TO ADJUST THE
LOCATION OF THE PROPOSED STREAM CENTERLINE, BREAKLINES, CUTLINES OR ANY HAUL
ROADS.
TREE PROTECTION:
TREES GREATER THAN 6" DBH OUTSIDE THE CUT LINE ARE NOT TO BE REMOVED
WITHOUT THE ENGINEERS APPROVAL, UNLESS THEY ARE MARKED IN THE PLANS.
CONTRACTOR SHALL PREVENT DAMAGE TO TREES TO REMAIN. IN THE EVENT OF
DAMAGE, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM IMMEDIATELY.
• REPAIR ROOTS BY CUTTING OFF DAMAGED AREAS AND PAINTING THEM WITH TREE
PAINT. SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
• REPAIR DAMAGE TO BARK BY TRIMMING AROUND DAMAGED AREA, TAPER THE
CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.
• CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR
MAIN BRANCH. USE A SEPARATE CUT TO AVOID PEELING BARK FROM HEALTHY
AREAS OF THE TREE.
• REFER TO THE NCDENR EROSION CONTROL MANUAL FOR MORE INFORMATION.
TRAFFIC CONTROL:
ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE
WORK AREA TRAFFIC CONTROL HANDBOOK (WATCa. WORK IN THE RIGHT-OF-WAY OR
STATE SYSTEM STREETS MAY REQUIRE ADDITIONAL TRAFFIC CONTROL PROVISIONS. REFER
TO NCDOT WORK ZONE TRAFFIC CONTROL PROGRAM, MUTCD AND NCDOT STANDARD
DRAWINGS.
UTILITIES
THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES INSIDE THE CONSTRUCTION
CORRIDOR.
UTILITIES TO BE TRAVERSED BY CONSTRUCTION EQUIPMENT SHALL BE APPROPRIATELY
PROTECTED OR BRIDGED TO PREVENT DAMAGE. THE CONTRACTOR SHALL FURNISH ALL
SHEETING REQUIRED FOR ALL UTILITY CROSSINGS. SHEETING SHALL BE INSTALLED AS
REQUIRED TO PROTECT EXISTING UTILITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO ANY UTILITY
LINES DURING THE CONSTRUCTION PROCESS.
THE CONTRACTOR SHALL FOLLOW OSHA GUIDELINES AND UTILITY OWNER GUIDELINES
WHEN WORKING NEAR UTILITIES.
THE CONTRACTOR SHALL CALL THE "CONTACT ONE -CALL CENTER' BY DIALING 811 OR
1-800-632-4949 BEFORE DIGGING.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND INPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

ROPOSE TEMPORARY GIS TAX PARCEL DATA i
ONST CTION ENTRANCE
-CONTRACTOR 0 FOLLOW ACCESS
THROUGH SANT R
TO FRANCINE Y SEWER EASEME T
IR E DR
\ `APPROX. LOCATION. OF /
X SANITARY SEWER \
LIMIT OF SURVEY /
/
SURVEY TAX PARCEL DATA
NO ES:
I. CONTRACTOR TO INSTALL ORANGE SAFETY FENCING AROUND PROJECT AREA AND ON BOTH
SIDES OF ACCESS AREA.
2. CONTRACTOR TO INSTALL SIGNAGE ON NATURE TRAILS AND ENTRANCES TO ALERT USERS
TO THE CONSTRUCTION.
3. CONTRACTOR TO REPAIR ANY IMPACT TO NATURE TRAILS AFTER CONSTRUCTION.
4. CONTRACTOR TO STAY WITHIN LOD AND NOT IMPACT BUFFER MITIGATION PLANTING OR
TREE SAVE AREA (BOTH LOCATED OUTSIDE OF LOD)
r
CONTRACTOR TO UTILIZE SANITARY SEWER
I
/
I
EASEMENT AS HAUL ROAD
N
J(
E
PROPOSED TEMPORARY
CONSTRUCTION EASEMENT
NYn LIMITS OF DISTURBANCE
DISTURBED AREA: 0.35 ACRES
= I
-_
Mecklenburg County
PIN/ 1078124
= I
¢a
DB 10147; PG 886
E
301 w
301 OOl ®) 07
N 2+00 .
REEDY CREEK
TRIBUTARY ' o Lob
0+00
s5SSS
---' S�-�
SSE
SS
I I
\
I
GRAPHIC SCALE IN FEET
0 25 50 1 DO
- - -- _ _ _ _
LINDA
_ LAKE
DR
/
CHARLOTTE CHARLOTTE
W6TER CHARLOTTE, NORT
--
/
/
7010111111-19-510
Job Na.
CONSTRUCTIC
stoles
I
\
PLAN AS NOTED
FOR
I
/
I
I
PROFILE AS NOTID
Nor.
STREAM BANK REi
/
ve,1. As Norm
CREEK TRIBUTARY
/
I
As Built Dote
DELTA
NIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERMCE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT UABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

F —1--1-__
Y I
L PROPOSED UTILITY BAN
PROTECTION (TYP.
SEE DETAIL 4, SHEET 0 /
n
m
3SS _
...\ . .--.--.-.0--.--_.-
ss ss o
ss
ss—
—SSE SSE SSE
i
'i
� 1 n
�In
0+00
1+00
Hor. Scale:l "=20'
Vert. Scale: 1"=2'
2+00
3+00
-704
—
— —>as,
��\301
LOD
—LOD
301301
-301301
CO
CO/R FIBER MATT/NG WITH PLANT/NG
E
`A
\
V PROPOSED ROCK TOE PROTECTION
6'
SEE DETAIL 2, SHEET 05
ON ALL GRADED STREAM RANKS
1
\ AT A 2:1 SLOPE
i \
/ —
SEE DETAILS 7 AND 8 ON SHEET 07
— — —
PROPOSED VAR/ABLE ajl
PROPOSED ROCK SILT CHECK
`SSE
`SSE`
007
CONSTRUCTED RIFFLE (TYP.)
SEE DETAIL1, SHEET 05
\
SSI
a 007
�1
707
OOl X007
706
705
oc
-■1�
• �'1■■■■.
..I■■■■■■■m
•I■mm■■■■m
m■■■■■um-a■■■■■■
i■■■■
M■■■■®m■■m■umm■m-S■La■■■■
■■■■■■■■■■■■■�.��■■■L
,a■i■■■..
0+00
1+00
Hor. Scale:l "=20'
Vert. Scale: 1"=2'
2+00
3+00
Mecklenburg County
PIN/ 1078124
DB 10147; PG 888
'301-301
TOP OF BANK
►��� �._3+07
.. � � :tea.._ �►� �►�'� � It��!0;1� ��
\
V TOP OF BANK---'11JJ' '\
SS
-ss-ss-ss-ss
ss ss ss ss 1\ ss
/ 5y
—SSE 1 �. As��
/ \ca
-704
—
— —>as,
��\301
LOD
—LOD
301301
-301301
CO
CO/R FIBER MATT/NG WITH PLANT/NG
E
`A
\
V PROPOSED ROCK TOE PROTECTION
6'
SEE DETAIL 2, SHEET 05
ON ALL GRADED STREAM RANKS
1
\ AT A 2:1 SLOPE
i \
/ —
SEE DETAILS 7 AND 8 ON SHEET 07
— — —
PROPOSED VAR/ABLE ajl
PROPOSED ROCK SILT CHECK
`SSE
`SSE`
007
CONSTRUCTED RIFFLE (TYP.)
SEE DETAIL1, SHEET 05
\
SSI
a 007
�1
707
OOl X007
706
705
oc
Mecklenburg County
PIN/ 1078124
DB 10147; PG 888
'301-301
TOP OF BANK
►��� �._3+07
.. � � :tea.._ �►� �►�'� � It��!0;1� ��
\
V TOP OF BANK---'11JJ' '\
SS
-ss-ss-ss-ss
ss ss ss ss 1\ ss
/ 5y
—SSE 1 �. As��
/ \ca
U
1SSE_
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND INPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
NOTE,
CONTRACTOR TO PUMP AROUND STREAM
BASE FLOW PER UETAIL 9 ON SHEET 08.
GRAPHIC SCALE IN FEET
0 5 1D 20
-704
—
— —>as,
LOD
—LOD
E
`A
\
V PROPOSED ROCK TOE PROTECTION
SEE DETAIL 2, SHEET 05
PROPOSED SOIL LIFT
\ AT A 2:1 SLOPE
ss
\ SEE DETAIL 5, SHEET 06
SS
PROPOSED FILL (TYP`
`SSE
`SSE`
SSI
No. Date I By I R
U
1SSE_
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND INPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
NOTE,
CONTRACTOR TO PUMP AROUND STREAM
BASE FLOW PER UETAIL 9 ON SHEET 08.
GRAPHIC SCALE IN FEET
0 5 1D 20

THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND INPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. ACITYOFCHARLOTTE DEPARTMENT
1+50
2+50
720
t
720
720
t
720
716
716
716
P OPOSED GR kDE
716
712EXISTIM GRADE
PROPOSED GRA E EX. 10" CLAY S WR
712
712
EXISTIN GRADE
712
7013-—_--
706
706 ---
— —— — — — — --
— —
706
704
704
704
704
0
700
700
700
700
i
a
i
6 —50 —40 —30
—20 —10 0 10 20 30 40
5096
6961 —50
—40 —30 —20
—10 0
10 20 30 40 5096
E
E
1+00
2+00
g720
720
720
720
716
716
716
716
EX. 10" CLAY SSWR
EXISTING RADE
E <. 10" CLAY SSWR
EXISTI G GRADE
PROPOSE GRADE
712
712
712
712
E
708 --
_--
708
708
_— —_--
-- --__
--- 708
704
704
704
704
T,
700
700
— — — 7700
6 —50 —40 —30
—20 —10 0 10 20 30 40
8700
5096
6 61 —50
—40 —30 —20
—10 0
10 20 30 40 5096
CHARLOTTE CHARLOTTE WATER
W,ITER
—
CHARLOTTE, NORTH CAROLINA
7030600136-19-510
Jab No. SECTIONS
Scales
PLAN AS NOTED FOR
PROFILE AS NOTED
"°r STREAM BANK REPAIR ON REEDY
Vert. AS NOTED CREEK TRIBUTARY DOWNSTREAM OF
DELTA LAKE
A. BNIIc Dace
Sheet Of
JMA %Rw 199'1X MAS 2V70
I I
No. Date By
Revision Surveyed By Designed By Drawn By I Project-Engr Approved By Date 04 08
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND INPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. ACITYOFCHARLOTTE DEPARTMENT

BE
MIN. LOG DIM. "B"
PLAN VIEW
HEADER LOG, TYP.
SEE PROFILE FOR ELEVATION
FLOW
WELL GRADED MIX OF 1"-12"
RIP RAP, #57 STONE AND
NATURAL CHANNEL MATERIAL
y
EXCAVATED POOL
PER PROFILE
`LOW AREA, TYP
NAIL ALL UPSTREAM FACES OF LOGS
WITH NONWOVEN GEOTEXTILE FABRIC, TYP.
SEE PROJECT SPECIAL PROVISIONS
SECTION A—A
BANKFULL
'p° SLOPE =1
SECTION E3 -E3
NOTES:
1. PLACE FABRIC ON THE UPSTREAM SIDE OF THE MOST
UPSTREAM LOG SILL IN THE CONSTRUCTED RIFFLE.
2. BOULDERSSHALL BE USED TO ANCHOR LOGS IF NEEDED.
3. THE LOG SILL SHALL ALL BE DESIGNED TO BE SUBMERGED
OR COVERED AT LOW FLOWS.
PLAN
7
LABEL VALUE UNIT
A 4 FEET
II
C 1 PERCENT
II EXCAVATED POOL
E 4 FEET
12" DEEP
EXISTING SANITARY
�1
POOL SECTION
SEWER PIPE (TYP)
PLAN AS NOTED
PER PROFILE
BANKFULL
}
}}�
2-12' RIP RAP NTH #57 STONE
(o
As Built Date
) BANKFULL
EDGE OF WATER
GRADE (SEE PROFILE SHEETS). CHANNEL
WRW
INFIX
SHOULD BE OVER DUG BY 1-2' TO
EDGE OF WATER
oa
AA
6
Revision
SANITARY SEWER CROSSING, THE
Designed By
Drawn By
CONTRACTOR SHALL VERIFY PIPE DEPTH
J AA
Dote
BEFORE AND CHANNEL GRADING ABOVE).
f)
SECTION A—A
1
'
(
O
FLOW
�d
�}
FLOW
,,.,.lam
POOL
{^M�
FLOW LINE
EDGE OF WATER
°�
EDGE OF WATER
O
BANKFULL
BANKFULL
NAIL ALL UPSTREAM FACES
OF LOGS WITH NONWOVEN
rn
}}
}}
GEOTE%TILE FABRIC, TYP-
BOULDER AND ROCK TOE
PROTECTION WHERE NORMAL
BE
WATER MEETS THE BANKS
BOULDERS TO BE BURIED AND
PLACED AT END OF LOGS
SEE PROFILE FOR SPACING
KEY INTO BANK
BETWEEN LOGS, TYP.
MINIMUM OF „A„
PLAN VIEW
HEADER LOG, TYP.
SEE PROFILE FOR ELEVATION
FLOW
WELL GRADED MIX OF 1"-12"
RIP RAP, #57 STONE AND
NATURAL CHANNEL MATERIAL
y
EXCAVATED POOL
PER PROFILE
`LOW AREA, TYP
NAIL ALL UPSTREAM FACES OF LOGS
WITH NONWOVEN GEOTEXTILE FABRIC, TYP.
SEE PROJECT SPECIAL PROVISIONS
SECTION A—A
BANKFULL
'p° SLOPE =1
SECTION E3 -E3
NOTES:
1. PLACE FABRIC ON THE UPSTREAM SIDE OF THE MOST
UPSTREAM LOG SILL IN THE CONSTRUCTED RIFFLE.
2. BOULDERSSHALL BE USED TO ANCHOR LOGS IF NEEDED.
3. THE LOG SILL SHALL ALL BE DESIGNED TO BE SUBMERGED
OR COVERED AT LOW FLOWS.
PLAN
DIMENSION CHART
LABEL VALUE UNIT
A 4 FEET
B 10 INCHES
C 1 PERCENT
D 1 PERCENT
E 4 FEET
VARIABLE CONSTRUCTED RIFFLE
1
Not to Scale
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL
BE LOCATED WHERE TRAFFIC WILL BE ENTERING
OR LEAVING A CONSTRUCTION SITE TO OR
FROM A PUBLIC STREET.
2. STONE TO BE 2-3 INCH WASHED STONE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC STREETS
OF EXISTING PAVEMENT. THIS MAY REQUIRE
PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR
AND OR CLEANOUT OF ANY MEASURES USED
TO AP SEDIMENT
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR
TRACKED ONTO PUBLIC STREETS MUST BE
REMOVED IMMEDIATELY.
5. WHEN NECCESSARY WHEELS MUST BE CLEANED
TO REMOVE SEDIMENT PRIOR TO ENTERING A
PUBLIC STREET. WHEN WASHING IS REQUIRED,
IT SHALL BE DONE ON AN AREA STABILLIZED
WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
6. FILTER FABRIC SHALL BE PLACED UNDER THE
ENTRANCE XIT AND SHALL BE MIRAFI 500 OR
EQUIVALE T.
NOTE: ENTRANCE WILL BE DESIGNED FOR S4-30.
BANK GRADING ABOVERIP
RAP PER TYPICAL SECTION
OR GRADING ON PLAN
-6"-18" RIP RAP AT
GRADE/FLUSH WITH BANK
2MIN. U �"vrc
00
12" DEEP
RIFFLE SECTION
MAINTENANCE
1. MAINTAIN THE GRAVEL PAD IN A CONDITION i0
PREVENT MUD OR SEDIMENT FROM LEAVING
THE CONSTRUCTION SITE. THIS MAY REQUIRE
PERIODIC TOPDRESSING WITH 2 -INCH STONE.
AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED i0 TRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY. IMMEDIATELY
REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
2"-3"
6" MIN.
PLAN
4
4TEMPORARY CONSTRUCTION ENTRANCE
Not to Scale
WATER SURFACE
6"-18" RIP RAP AT GRADE
PLAN
OR FLUSH WITH BANK
TOP OF BANK
WATER SURFACE
3' MIN. d "P oSLOPE
o
00
12" DEEP
EXISTING SANITARY
TOP OF BANK
POOL SECTION
ROCK TOE PROECTION
L NOT TO SCALE
2-12" RIP
AA f�
AA fJ
TIE TO PROPOSED
PLAN
TOP OF BANK
CHARLOTTE, NORTH CAROLINA
7030600136-19-510
TIE TO PROPOSED
Job No.
EXISTING SANITARY
TOP OF BANK
SEWER PIPE (TYP)
PLAN AS NOTED
—
_
2-12' RIP RAP NTH #57 STONE
STREAM BANK REPAIR ON REEDY
CREEK TRIBUTARY DOWNSTREAM OF
As Built Date
ROCK SHOULD BE SET FLUSH i0 FINAL
DELTA LAKE
GRADE (SEE PROFILE SHEETS). CHANNEL
WRW
INFIX
SHOULD BE OVER DUG BY 1-2' TO
FILTER FABRIC
ACCOMMODATE ROCK. (IF SUBGRADE
Of
08
Revision
SANITARY SEWER CROSSING, THE
Designed By
Drawn By
CONTRACTOR SHALL VERIFY PIPE DEPTH
Approves By
Dote
BEFORE AND CHANNEL GRADING ABOVE).
SECTION A—A
3 UTILITY BANK PROTECTION
NOT TO SCALE
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND INPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZAPON AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
CHARLOTTE CHARLOTTE WATER
WJ)TER
CHARLOTTE, NORTH CAROLINA
7030600136-19-510
DETAILS
Job No.
Scales
PLAN AS NOTED
FOR
PROFILE AS NOTED
"°r
Vert. AS NOTED
STREAM BANK REPAIR ON REEDY
CREEK TRIBUTARY DOWNSTREAM OF
As Built Date
DELTA LAKE
JMA
WRW
INFIX
MAS
2✓V7p89
Shee[
05
Of
08
Revision
Surveyed By
Designed By
Drawn By
Project-Engr
Approves By
Dote
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND INPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZAPON AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

TOP OF
TH
PROPOSED
PER
EACH 12" L
COM PLETEL`
FIBER MATT
y SEE DETAILV2
ROCK PROTECTION W/ VEGETATED SOIL LIFT
NOT TO SCALE
5 SOIL LIFTS
Not to Scale
VN Wb III I
� h
I
�r
LENGTH AS NEEDED
W1OTH AS NEEDED
E
C
EAM CHANNEL
BRIDGE MAT
Il,h SURFACE FLOW
Ilh"I DIVERSION
V.I
116h
14h
lull
SPIKES EVERY 2 FT
GRIP/DRAG CHAIN
STAGGERED ENDS
TO GRIP BANK
SUGGESTED HARDWOOD
ON OUTER SUPPORT
THREADED ROD
EVERY 3 FT
1. PREDRILL AND INSET 3/4" THREADED
STEEL RODS EVERY 3' AND SECURE WITH
AiLEAST ONE NUT.
2. NAI LINDIVIDUAL TIMBERS TOGETHER EVERY
2' WITH B" i0 12" BARN SPIKES.
RECOMMENDED BRIDGE MAT RECOMMENDED
I/4 SUPPORT AA 1/4 SUPPORT
AA 2'-3' TYP
SURFACE FLOW BASE FLOW SURFACE FLOW
DIVERSION DIVERSION
STREAMBANK
8" TO 12 SPIKES VARY TIMBER SIZE
EVERY 2 FT UNEVEN SURFACE FOR GRIP DRAG CHAIN.
IMPROVED TRACTION
CHOSEN TIMBER WITH SIZE
AND TO SUPPORT
SECTION A—A CONSTRUCT OTN EQUIPMENT
6 TEMPORARY STREAM/DITCH CROSSING
Not to Scale
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND INPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZAPON AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
CHARLOTTE CHARLOTTE WATER
WJ)TER
CHARLOTTE, NORTH CAROLINA
7030600136-19-510
DETAILS
Job No.
Scales
PLAN AS NOTED
FOR
PROFILE AS NOTED
"°r
Vert. AS NOTED
STREAM BANK REPAIR ON REEDY
CREEK TRIBUTARY DOWNSTREAM OF
As Buil[ Date
DELTA LAKE
JMA
%Rw
MAS
2✓j"70'1
Sheet
O6
Of
08
RevIsIw
Serveyed By
Designed By
Drawn By
Project-Engr
Approved By
Dote
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND INPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZAPON AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

I CHANNEL -
NATURAL CHANNEL BOTTOM
(NO MATTING)
EROSION CONTROL
MAiiING—
ANCHORS ON
"B" CENTERS
STREAM BED
DIMENSION CHART
LABEL
VALUE
UNIT
A
6
INCHES
B
3
FEET
C
18
INCHES
D
1
FEET
E
1
FEET
i
EXCAVATE TRENCH AND KEY
INTO GROUND ("A" MIN)
'- SEED AND MULCH PER VEGETATION
NOTES AND SPECIFICATIONS
EROSION CONTROL MATTING INSTALLED TO EDGE OF
CUT/FILL PER MANUFACTURER'S SPECIFICATIONS WITH
LIVE STAKING, PERMANENT AND TEMPORARY SEEDING
PER PLANS AND SPECIFICATIONS. (TYPICAL BOTH SIDES)
KEY INTOSTREAMBED
(PER TYPICAL
CROSS-SECTION BELOW)
SECTION
"C" (TYP.)
GROUND
L- "A" MIN
ANCHORSON "D"
CENTERS IN TRENCH
[MATTING SHALL BE PLACED IN
TRENCH AND BACKHLLED
EXTEND MATTING BELOW TOE
OF SLOPE AND KEY INTO
STREAMBED MIN. "E"
TYPICAL CROSS SECTION
2" X 2" (NOMINAL)
WOODEN STAKE
I"
ro
ANCHOR
ANCHOR TRENCH
MATTING IN ON "D" CENTERS
TRENCH
ANCHOR OVERLAP
ON "D" CENTERS
NOTES:
1. IN AREAS TO BE MATTED, ALL
SEEDING, SOIL AMENDMENTS, AND
SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS
PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
ANCHORS ON "B" CENTERS
INSTALL WOVEN COIR FIBER MAT
OVER SEED OR SOD
_A- /ESTAEIELEDISHPLANTSHOWN
FORINFORMATIONONLYINSTALLSPLIT"C%"C"% "D"
DAD STOUT STAKES PER SPECIFICATIONS
/ OF RIP RAP
LIVE CUTTING
(DORMANT) EXISTING
GROUND
LIVE STAKE (IN EARTH)
LIVE STAKING ZONE
"G" FROM WATER
SURFACE AS
ONLY RIPARIAN SEED MIX IN MEASURED ALONG
SANITARY SEWER EASEMENT SLOPE
O
SECTION VIEW
UNE STAKES ARE 1/2' TO 2' N DIAAEEEi AND T-& N LENGTH
8 LIVE STAKES
Not to Scale
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND INPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
FLAT TOP I
LATERAL E
BARK RII
SIDE BRAP
REMO'
LOW SEAS01
WATER TA
45' TAI
RI ITT 1
LIVE STAKE DETAIL
NOTES:
1. IF USING WOVEN COIR FIBER
MAT, INSTALL LONG STRAW
MULCH BENEATH MAT.
WOODY VEGETATION - LIVE STAKING
COMMOM NAME
BOTANICAL NAME
SPACING
SILKY WILLOW
SALIX SERICEA
24" O.C.
SILKY DOGWOOD
CORNUS AlrDMUM
24" O.C.
UNE STAKES ARE 1/2' TO 2' N DIAAEEEi AND T-& N LENGTH
8 LIVE STAKES
Not to Scale
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND INPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
FLAT TOP I
LATERAL E
BARK RII
SIDE BRAP
REMO'
LOW SEAS01
WATER TA
45' TAI
RI ITT 1
LIVE STAKE DETAIL
NOTES:
1. IF USING WOVEN COIR FIBER
MAT, INSTALL LONG STRAW
MULCH BENEATH MAT.
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
7030600136-19-510
Job No. DETAILS
Scales
PLAN AS NOTED FOR
PROFILE AS NOTED
"°r STREAM BANK REPAIR ON REEDY
Vert. AS NOTED CREEK TRIBUTARY DOWNSTREAM OF
A. BNiIt Date DELTA LAKE
Shee[
JMA WRW ItdfRIX MAS Of
2✓j7011
S—yed By Designed By Drawn By Project-Engr Approved By Dote 07 08
DIMENSION CHART
LABEL
VALUE
UNIT
A
3
FEET
B
30
INCHES
C
2
FEET
D
12
INCHES
E
1/2 - 2
INCHES
F
2 - 3
FEET
G
14
FEET
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
7030600136-19-510
Job No. DETAILS
Scales
PLAN AS NOTED FOR
PROFILE AS NOTED
"°r STREAM BANK REPAIR ON REEDY
Vert. AS NOTED CREEK TRIBUTARY DOWNSTREAM OF
A. BNiIt Date DELTA LAKE
Shee[
JMA WRW ItdfRIX MAS Of
2✓j7011
S—yed By Designed By Drawn By Project-Engr Approved By Dote 07 08

FLAW PONDEDA- - - - DRY WORK
WATER AREA GEOTEXTILE DEWATERING m
DIRT BAG WITH
O STABILIZED OUTLET.
O
TOP OF
IMPERVIOUS DIKE
PLATE UPSTREAM SIDE OF
IMPERVIOUSDIKE WITH
SANDBAGS, RIP RAP OR
OTHER NON -ERODIBLE
MATERIAL, 1 FOOT THICK
TRENCHIN FABRIC -
MIN. 1 FOOT
FILTER FABRIC PER -
SPECIFICATIONS
PLAN VIEW
TOP WIDTH
3.0' MIN.
BY-PASS PUMP OUTLET -I
©WITH ENERGY
DISSIPATOR, TYP.
I
PLATE NTH IMPERVIOUS r
POLYETHYLENE MEMBRANE,
20 MIL THICK
2 MAX.
o�o �1
DRY WORK
AREA
-III III -III -III -III-III-
EXISTING STREAM BED
CLASS I RIP RAP OR OTHER
APPROVED NON -ERODIBLE MATERIAL
SECTION A -A
OIMPERVIOUS
DIKE, TVP.
I
Amo
INm
rn A
ro
a�
IMPERVIOUS DIKE
DEWATERING PUMPS
A
FOR SEDIMENT LADEN
I
a.D
WATER WITHIN WORK AREA
r
EDGE OFP.E
E%ISTING STREAM
CHANNEL
R�
FLOODPLAIN, TVP.
WE
L TPUMP H SE�
GRADED MI
OUTLET. O
8"-12" RIP
ORY WORK AREA
R P _
2
\
PLAN
TEMPORARY FLEXIBLE)
PUMP HOSE, TYP.
o�PUMP HOSE
GRADE
FILTER FABRIC
SECTION A -A
ENERGY DISSIPATOR PUMP OUTLET
FILL PORT WITH CAP
INTERNAL STABILIZATION BAFFLE
BUTCH UAM CirNCHAL NO 1I==
I. A WATER -INFLATED TEMPORARY DAM, OR
APPROVED EQUAL, SHALL BE USED FOR THE
COFFER DPM.
2. DYNAMIC WATER HEIGHT CONDITIONS SHALL
NOT EXCEED 75% OF THE PROPERLY FILLED
HEIGHT OF THE BARRIER, OR MANUFACTURER
SPECIFICATIONS.
3. THE CONTRACTOR SHALL PROVIDE SHOP
DRANNGS OR MANUFACTURER'S TECHNICAL
SPECIFICATIONS FOR THE COFFER DAM PRIOR
TO CONSTRUCTION.
4. MERE SHOULD BE A MINIMUM 7.0' OFFSET
WIDTH BETWEEN THE EDGE OF THE COFFER
DAM AND THE STREAM BANK TO DIVERT THE
STREAM BASE FLOW. THE CONTRACTOR SHALL
INCREASE THIS WDTH AS NECESSARY TO
INSURE ME SAFE PASSAGE OF STREAM
WATERS AROUND THE WORK AREA.
LIFTING LOOP
(OPTIONAL)
FILL PIPE
DRY WORK
AREA
4 6
O II
U_
-DRAIN
wIm cAP
EXISTING MIN. COFFER
STREAM WIDTH = 9.0'
GRADE
FRONT ELEVATION
I
2
I
I
2
I
9E
BYPASS PUMP
FOR CLEAN UPSTREAM
CHANNEL BASE FLOW
SrOUrNOr Or G'UVS I HUO I ION KM I TrK:AL S 1 HrAM WORK AHI=A
I. CONTRACTOR SHALL DETERMINE A PROPOSED SIZE AND LOCATION OF GEOTEXTILE DEWATERING DIRT
BAG FOR APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
2. INSTALL GEOTEXTILE DEWATERING DIRT BAG, AS APPROVED.
3. INSTALL BYPASS PUMP AND DEWATERING PUMP AND NECESSARY TENPORARY FLEXIBLE HOSE.
CONNECT DEWATERING PUMP TO GEOTEXTILE DEWATERING BAG.
4. PLACE UPSTREAM INPERVIOUS DIKE AND/OR COFFER DAMS TO ISOLATE ME WORK AREA. BEGIN
BYPASS PUMPING FOR STREAM PUMP AROUND OPERATION.
5. PLACE DOWNSTREAM IMPERVIOUS DIKE FOR STREAM PUMP AROUND OPERATION. BEGIN DEWATERING
ME ISOLATED WORK AREA. AREA TO BE DEWATERED SHALL BE EQUAL TO ONE DAYS WORK.
6. PERFORM STREAN REPAIR WORK IN ACCORDANCE WTH THE PLANS.
7. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES AND/OR
COFFER DANS. REMOVE IMPERVIOUS DIKES, COFFER DAMS, PUMPS, AND TEMPORARY FLEXIBLE HOSE.
(DOWNSTREAM IMPERMOUS DIKES COFFER DAM FIRST).
6. PUMP AROUND AREA TO BE STABILIZED NTH MATTING AT THE END OF EACH WORK DAY. THE
IMPERVIOUS DIKE LOCATONS AS SHOWN ON MIS SHEET ONLY SHOW ME UPPER AND LOWER EXTENT
OF WORK FOR EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
LOCATION OF THE IMPERVIOUS DIKE(S) FOR EACH DAYS WORK.
9. RENOVE DIRT BAG AND PROPERLY DISPOSE OF CAPTURED SEDINENT AND DIRT BAG. STABILIZE
DISTURBED AREA WITH SEED AND MULCH.
I. ALL STREAM WORK TO BE PERFORMED "IN THE DRY' OUT OF STREAM ROW EITHER BY
PUMP -AROUND OR STREAM DIVERSION NTH SILT CURTAIN.
2. IMPERVIOUS DIKES OR COFFER DAMS ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW.
3. MAINTENANCE OF STREAN FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK. THIS INCLUDES
PUMPS AND HOSES.
4. GRADED STREAM BANKS SHALL BE STABILIZED, NTH MATTING, PRIOR TO PREDICTED RAIN FALL
EVENTS, UNLESS ALL RAIN EVENT FLOW CAN BE PUMPED AROUND FOR PREDICTED EVENT.
5. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA.
6. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES.
2
DAILY CONSTRUCTION AREA TO BE STABILIZED BY THE END
OF THE DAY.
MAY VARY IN SIZE FROM TOTAL WORK AREA.
�aE
ScSC
J
E%ISTING STREAM
CHANNEL
R�
DIRT BAG WITH STABILIZED
i
OUTLET. O
\S
I I
BgSF
\
Cow
Fc
_ FP
Tsmo
-Fp�Fa
�
EXAMPLE OF PUMP -AROUND OPERATION
7.0' MIN. OFFSET WATER SURFACE
YIDTH FROM BANK ELEVATION (WEE) OF DIVERTED
STREAM BASE FLOW.
PORT WITH CAP FILL PIPE
THERMAL SEAL J ��
DRAIN WITH CAP DRAIN WITH CAP
SIDE ELEVATION
3
IN TEF
STAB
ILI ZA
BA
FILL PORT
CAP,
LIFTING LOOP
(OPTIONAL)
FILL
THERMAL SEAL
)RAIN WITH CAP
LIFTING
(OPTIONAL) PLAN VIEW
EXAMPLE OF WATER FILLED COFFER DAM
STREAMS
SILT CURTAIN, TYP.
EDGE OF
I
FLOODPLAIN, TVP.
I
ScSC
GEOTEXTILE DEWATERING
DIRT BAG WITH STABILIZED
i
OUTLET. O
I
I I
NAo
2 COFFER DAM OR
IMPERVIOUS DIKE, TYP. O©
m D p I
I
Tsmo
o
�
DEWATERING PUMP
I
FOR SEDIMENT LADEN WATER WITHIN
HOSEJ9
WORK AREA, IF NEEDED TO CREATE
A DRY WORK AREA
i
II
I I DAILY CONSTRUCTION AREA i0 BE
STABILIZED BY THE END OF THE
I
DAY. MAY VARY IN SIZE FROM
I
TOTAL WORK AREA.
W I
f
DRY WORK \ ��
AREA
\ \ \
EXISTING STREAM \
TOE OF BANK, TYP.
TOP OF EXISTING \
STREAM BANK, TTP. � \
\ STREAM DIVERSION AREA
SHOULD BE MOVED ACROSS
Bq CHANNELTHE
SfAF OK, ANY THE
CHANNEL ARE CONSTRUCTED
SO THAT IN -STREAM WORK
ISALWAYS CONSTRUCTED "IN
\ THE DRY"
MINIMUM REQUIRED BASE
FLOW WIDTH FROM TOE \
© OF BANK SLOPE \
EXAMPLE OF STREAM DIVERSION OPERATION (LARGE STREAMS)
SEWN IN SPOUT
PUMP DISCHARGE
GEOTEXTILE
HOSEJ9
DEWATERING FILTER
BAG
W I
HIGH STRENGTH STRAPPING) \ J\ _- \_Z�
FOR SECURING SPOUT i0
PUMP HOSE LENGTH RANGE
I. GEOTEXTILE DEWATERING DIRT BAG DIMENSIONS ARE VARIABLE AND DEPENDENT ON SPECIFIC SITE
CONSTRAINTS AND PROPOSED CONSTRUCTION OPERATIONS.
2. THE CONTRACTOR SHALL INSURE THAI THE DIRT BAG IS OF A SUFFICIENT SIZE AND STRENGTH TO
PROPERLY DEWATER THE PUMP HOSE INFLUENT.
3. DIRT BAG SHALL BE REPLACED WHEN FULL OF SEDIMENT OR MEN FLOW THROUGH BAG IS LIMITED
BY SEDIMENT ACCUMULATION.
4. IF GEOTEXTILE DEWATERING DIRT BAG IS PLACED IN EXISTING VEGETATED AREA ADJACENT TO AN
UNDISTURBED STREAM NO OUTLET IS REQUIRED (PREFERRED). IF GEOTEXTILE DEWATERING DIRT
BAG IS PLACED ON DISTURBED SOIL THEN A STABILIZED OUTLET/CHANNEL NEEDS TO BE PROVIDED.
5. ME STABIUZED OUTLET WILL BE A MINIMUM OF 1' MICK AND CONSIST OF A WELL GRADED MIX OF
1"-6" RIP RPP PER THE DIMENSIONS BELOW. PLACE FILTER FABRIC BETWEEN THE RIP RAP AND
SOIL FOUNDATION. ME STABILIZED OUTLET WILL EXTEND FROM ME SPECIAL STILLING BASIN TO
ME BANK OF THE CHANNEL BELOW THE WORK AREA.
6.0'-15.0' GEOTEXTILE DEWATERING
0.5' LAYER OF NCDOT PLAN VIEW HIGH STRENGTH DOUBLE DIRT BAG STABILIZE OUTLET
AS NEEDED
NO. 57 STONE STITCHED "J" TYPE SEAMS
0.5' LAYER OF c� III III III III III ��
2"-3" RIP RAP _
_ _ E%ISTING _
--- -- - --
- - - - - GROUND EXISTING GROUND LENGTH RANGE _
3:1 3:1 6.0'-15.0'
DIRT BAG TO BE PLACED ON 0.5 STREAM BANK. PROVIDE STABILIZED
NON -WOVEN LAYER OF NCDOT NO. 57 STONE OUTLET i0 STREAM CHANNEL
FILTER FABRIC 3.0 FEET
STABILIZED OUTLET SIDE VIEW
�GEOTEXTILE DEWATERING DIRT BAGDEWATERING DIRT BAG CHARLOTTE CHARI
WJTER CHARLOTT
STREAM BYPASS PUMPING/DIVERSION DETAILS
Not to Scale
THIS DOCUMENT, TOGEMER NTH ME CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND INPROPER RELIANCE ON THIS DOCUMENT NMOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WMOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

Jurisdictional Determination Request
U5 Army Corps
of Engineers.
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www.saw.usace.army.mil/Missions/Re ug latoiyPennitProgram/Contact/CountyLocator.aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
may not be valid for the wetland conservation provisions of the Food Security Act of
1985. If you or your tenant are USDA Program participants, or anticipate participation in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Version: May 2017 Page 1

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: Stream Bank Repair on Reedy Creek Tributary Downstream of Detla Lake
City, State:
Charlotte, NC
County: Mecklenburg
Parcel Index Number(s) (PIN): Mecklenberg County and Right of Entry Agreement
B. REQUESTOR INFORMATION
Name: Chris Tinklenberg
Mailing Address: 200 South Tryon Street, Suite 200
Charlotte, NC, 28202
Telephone Number: 704-409-1802
Electronic Mail Address: [e-mail]
Select one:
I am the current property owner.
F4I am an Authorized Agent or Environmental Consultant'
Interested Buyer or Under Contract to Purchase
Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: Bill Deal
Mailing Address: Charlotte Water, 600 E Fourth Street
Charlotte, NC, 28202
Telephone Number: 704-399-5454
Electronic Mail Address: [e-mail]
' Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

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

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
❑✓ I am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
❑ I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
❑ I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
✓❑ Size of Property or Review Area 0.37 acres.
❑ The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017 Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
Project Coordinates (Decimal Degrees): Latitude:
35.245509
Longitude: -80.727943
❑✓ A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).'
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
F] Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
' Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. hgp://www.saw.usace.army.mil/Missions/Regulatory-Permit-
Pro gram/Jurisdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
✓❑ Completed appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDs, please complete an Approved Jurisdictional Determination Forms
W1 Vicinity Map
zAerial Photograph
z USGS Topographic Map
Soil Survey Map
zOther Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
zLandscape Photos (if taken)
F] NCSAM and/or NCWAM Assessment Forms and Rating Sheets
❑✓ NC Division of Water Resources Stream Identification Forms
FJ Other Assessment Forms
' www.saw.usace.army.mil/Portals/59/docs/re ug latory/regdocs/JD/RGL_08-02_App A Prelim JD_Form fillable.pdf
s Please see htip://www.saw.usace.army.mil/Missions/Re ug latofy-Permit-Proaam/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federaljurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Bill Deal, 600 East Fourth St. CLT, NC 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: NC County/parish/borough: Mecklenburg city: Charlotte
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.245509 Long.: -80.727943
Universal Transverse Mercator:
Name of nearest waterbody: UT to Reedy Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
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)
S1
35.245509
-80.727943
229 If
non -wetland waters
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:
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: 1:24,000; Mint Hill
0 Natural Resources Conservation Service Soil Survey. Citation: NRcs ssuRGo Soils- Mecklenburg county
❑ 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): 2018 Mecklenburg County Aerial
or ■❑ Other (Name & Date): Site photographs, March 2019
❑ 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)'
1 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.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 3/18/2019
Project/Site: Linda Lake Site
Stream 1
Latitude: 35.245509
Evaluator: Chris Tinklenberg, PWS
County: Mecklenburg
Longitude: -80.727943
Total Points: 39
1a.
Continuity of channel bed and bank
0
Stream Determination (c
Other
Stream is at least intermittent
Ephemeral Intermitten Perennial
e.g. Quad Name: Mint HIII Quad
if >_ 19 or perennial if >_ 30
0
1
A.
Geomorphology Subtotal = 21.5
Absent
Weak
Moderate
Strong
Score
1a.
Continuity of channel bed and bank
0
1
2
3
3
2.
Sinuosity of channel along thalweg
0
1
2
3
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
poolsequence
0
1
2
3
2
4.
Particle size of stream substrate
0
1
2
3
3
5.
Active/relic floodplain
0
1
2
3
2
6.
Depositional bars or benches
0
1
2
3
3
7.
Recent alluvial deposits
0
1
2
3
3
8.
Headcuts
0
1
2
3
0
9.
Grade control
0
0.5
1
1.5
1.5
10.
Natural valley
0
0.5
1
1.5
1
11.
Second or greater order channel
No = 0
Yes = 3
0
a artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 11.5
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
2
14.
Leaf litter
1.5
1
0.5
0
1
15.
Sediment on plants or debris
0
0.5
1
1.5
1.5
16.
Organic debris lines or piles
0
0.5
1
1.5
1
17.
Soil -based evidence of high water table?
No = 0
0.5
Yes = 3
1.5
3
C. Biology Subtotal = 6
18.
Fibrous roots in streambed
3
2
1
0
3
19.
Rooted upland plants in streambed
3
2
1
0
3
20.
Macrobenthos (note diversity and abundance)
0
1
2
3
0
21.
Aquatic Mollusks
0
1
2
3
0
22.
Fish
0
0.5
1
1.5
0
23.
Crayfish
0
0.5
1
1.5
0
24.
Amphibians
0
0.5
1
1.5
0
25.
Algae
0
0.5
1
1.5
0
26.
Wetland plants in streambed
FACW = 0.75; OBL = 1.5; Other = 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Strong baseflow, erosion and bank failure present along S1.

■ ■■■ Roy Cooper. Governor
ME NC DEPARTMENT OF Susi Hamilton, Secretary
women NATURAL AND CULTURAL RESOURCES
0 son Walter Clark, director, Land and Water Stewardship
NCNHDE-8261
February 15, 2019
Addie Lasitter
Kimley-Horn
200 South Tryon Street
Charlotte, NC 28202
RE. Linda Lake, Charlotte Water
Dear Addie Lasitter:
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, Clean Water
Management Trust 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 ney.butlerLncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
Q 121 W. JON E5 STREET. RALEIGH. NC 77603 • 1651 MAIL SERVICE CENTER. RALEIGH. NC 77699
OFC 919.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Linda Lake
Project No. Charlotte Water
February 15, 2019
NCNHDE-8261
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
Managed Area Name wner Owner Type
Mecklenburg County Open Space Mecklenburg County Local Government
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.ora/content/hely). Data query generated on February 15, 2019; source: NCNHP, Q1 Jan 2019.
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 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Linda Lake
Project No. Charlotte Water
February 15, 2019
NCNHDE-8261
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID cientific Name Common Name Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date Rank M
Natural 25444 Dry-Mesic --- 2010 B 3 -Medium --- --- G4G5 S4
Community Oak --Hickory Forest
(Piedmont Subtype)
Natural 1577 Mesic Mixed Hardwood--- 2007-10-08 C 3 -Medium --- --- G3G4 S4
Community Forest (Piedmont
Subtype)
Vascular Plant 13743 Delphinium exaltatum Tall Larkspur 1800s Hi? 5 -Very --- Endangered G3 S2
Low
Natural Areas Documented Within a One -mile Radius of the Project Area
rite Name 1 Representational Rating Collective Rating
Reedy Creek Nature Preserve Forests R4 (Moderate) C4 (Moderate)
Managed Areas Documented Within a One -mile Radius of the Project Area
Med Are][Name ner Type Ad
Mecklenburg County Open Space Mecklenburg County Local Government
Reedy Creek Nature Preserve Mecklenburg County Local Government
Catawba Land Conservancy Easement - Doe Creek City of Charlotte Private
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/content/hely). Data query generated on February 15, 2019; source: NCNHP, Q1 Jan 2019.
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 3 of 4

NCNHDE-8261: Linda Lake
y ,a
hireOr c Uecac'"` `- -
ya °dty,,d ati v\ ?n 'S J°hM Church Rd '0
N
p.v l asttxook Fta Suer Cree} tir
n
�mytsv°nh Dr W Park y
Jchq
(q �e 7Q� PI..
o � 7• Fer, - ration
p
Saanrd'noer Rwr, tr
R°ckmoor RI119e Rd
"O,ed Cr z
h
Or
e°` g
C"IAtrrracF - z
QMH CI GerinLn KaVia�
°jI Lu
°�i O`°j %Va ter^t fur ���� 15i.•nr ll.rttz,r:il � ,
oc
', Or CMtdlee
kRr,s puna�a s here Dr
.faW. La ke Cr y
R
D.-n.re m a
}`i. tglr G, Perky ,.r Elemen n V+ew VJaY O,
rrl q K
Be/e P'et , x� MarkYltY Dr w ✓� y� !4 daIs
� 6 Dr.lrah Ln
O ,re jY to �If, HN,
'1eh"mu Dr ��
v� SVOt ci i At,
r v
i 2 e r Jr
Grove Park river° `r
ry 4 ¢ E' Gaknsyn Dr �'
CP�brO° 3� 03 o O
O LetO� OHP �',� fozmea,i;'- Helmry
44;O .x - Grow Uniled
P°� Z - Methodist Park
h'c�
E— T..
Orrnry°°d A" R° �G, Market
!x'9aleYGr \Y Circle pack t)Ivd -�
N �'
w - G i.ab.
r,
s �
ye -
February 15, 2019
M
Project Boundary
F1
Buffered Project Boundary
E3
NHP Natural Area (NHNA)
El
Managed Area (MAREA)
Page 4 of 4
1:21,205
0 0.175 0.35 0.7 mi
0 0.275 0.55 1.1 km
Sources' Esri, HERE, Garmia, Intermap, increment P Corp-. GEBCC,, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL Ordnance Survey, Esri Japan,
METI, Es"
China (Hong Kong), sv✓isstopo, © OpenStreetMap contributors, and
the GIS User Community