20170403 Ver 1_401 Application_20170405

Kimley»>Horn
Transmittal P P1® 2 0 1 70
4 03
Date: April 3, 2017 Job Number: 015474025
Project Name: 33" Sewer Replacement and Stream Stabilization on 2 McMullen Creek UTs
To: Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
[I
D
512 North Salisbury Street ffAPR015 2017
Raleigh, North Carolina 27604
We are sending these by
❑ U.S. Mail ® FedEx ❑ Hand Deliver
❑ Other:
We are sending you
®Attached F-1 Under separate cover via
the following items:
Shop Drawings ❑ Prints/Plans E] Samples F-] Specifications [:]Change Orders
® Other: 404/401 Pre -Construction Notification Package (NWP#27)
Copies Date No. Description
4 04/03/2017 1 404/401 Pre -Construction Notification Package (NWP#27)
1 04/03/2017 2 PCN Application Fee Check
2 04/03/2017 3 Full -Size Plan Sheets
4 04/03/2017 4 Half -Size Plan Sheets
These are transmitted as checked below:
® For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
❑ As requested E] Approved as noted [I Submit ❑ Copies for distribution
For review and comment ❑ Returned for corrections F] Return ❑ Corrected prints
Remarks:
If you have any questions, please feel free to contact me at 704-409-1802.
Copy to: File
Signed
Chris Tinklenberg, PWS

Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name: Stream Bank Repair on Briar Creek Tributary Off Eastway Drive
2. Name of Property Owner/Applicant: Charlotte Water
3. Name of Consultant/Agent: Kimley-Horn & Associates Inc.
*Agent authorization needs to be attached
4. Related/Previous Action ID number(s): N/A
5. Site Address: 423 Eastway Drive
7. City: Charlotte
8. County: Mecklenburg
9. Lat: 35.257201 Long: -80.773419 (Decimal Degrees Please)
10. Quadrangle Name: Derita
11. Waterway: Unnamed Tributary to Briar Creek
12. Watershed: HUC: 03050103/Lower Catawba
13. Requested Action:
X Nationwide Permit # 27
General Permit #
X Jurisdictional Determination Request
Pre -Application Request (Mitigation Proposal)
The following information will be completed by the Corps office:
AID:
Prepare File Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Site/Waters Name:
Keywords:

Kimley»)Horn
March 28, 2017
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 27) Application
Stream Bank Repair on Briar Creek Tributary Off Eastway Drive
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 #27 and General 401 Water Quality Certification number 3885.
Authorization is requested to conduct stream restoration for the purposes of replacing an
approximately 50 if section of exposed 8 -inch ductile iron sanitary sewer pipe, protecting the sanitary
sewer infrastructure, improving water quality, channel bed elevation, bank stabilization, and aquatic
habitat of an Unnamed Tributary to Briar Creek located at approximately 35.257201°N, -
80.773419°W. The following information is included as part of this application submittal:
• Project Summary Sheet
• Agent Authorization
• Pre -Construction Notification Form
• Project Site Figures
o Figure 1 —Vicinity
o Figure 2 — USGS Topo (Derita Quadrangle, 1993)
o Figure 3 — SSURGO Soils (2016 Meck. Co. Aerial Photograph)
o Figure 4 — PJD Field Sketch and Proposed Conditions (2016 Meck. Co. Aerial
Photograph)
o Figure 4a — PJD Field Sketch and Proposed Conditions (2016 Meck. Co. Aerial
Photograph)
• Construction Drawings for Stream Bank Repair on Briar Creek Tributary Off Eastway Drive
• Project Site Data forms
o NCDWQ Stream Identification Form
• Project Site Photo Pages
• North Carolina Heritage Program Report
200 South Trion Street. Suite 200. Charlotte. NC 28202

Ki m ey >>> Horn Page 2
• Jurisdictional Determination Request
The project is located east and south of the intersection of Eastway Drive and N Tyron St. in the City
of Charlotte, Mecklenburg County, North Carolina. Existing land use in the vicinity of the project
includes mixed hardwood forest and recreational fields (Eastway Park).
The 404/401 (NWP 27) application presents site conditions evaluated by Kimley-Horn staff (Chris
Tinklenberg, PWS) on May 23, 2016. The stream delineation was performed by utilizing survey
prepared by a licensed surveyor (verified by Kimley-Horn).
The proposed project seeks to restore/stabilize 190 linear feet of an Unnamed Tributary to Briar
Creek. The project will require 10 linear feet of temporary impacts to install impervious dikes and a
pumped diversion to allow for work in dry conditions. The project will utilize natural channel design
techniques to address the instabilities within the stream channel. In -stream structures, including
boulder sills, constructed riffles, and step pools 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, and replace/protect utilities.
The project will result in 190 linear feet of permanent impacts to non -wetland waters of the US and
10 linear feet of temporary impacts from the restoration activities. The project will result in a net loss
of 15 if of 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.
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
kimley-horn.com 200 South Tryon Street, Suite 200, Charlotte, NC 28202

Kimley>>>Horn
Project Summary Sheet
Project Name: Stream Bank Repair on Briar Creek Tributary Off Eastway Drive
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 # L7) ❑ 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: Unnamed Tributary to Briar Creek
H.U.C.:03050103
Property Size (acres): ---0.32
Site Coordinates (in decimal degrees): 35.257201 °N
River Basin: Lower Catawba
USGS Quad Name: Derita
Approx. Size of Jurisdiction on Site (acres): 0.028
-80.773419 °W
Project Location: The project area is located east and south of the intersection of Eastway Drive and N Tyron Street in
the City of Charlotte Mecklenburg County North Carolina.
Site Description: Existing land use in the vicinity of the project includes hardwood forest and recreational fields
(Eastway Park).
Impact Summary (if applicable): The project will result in 190 linear feet of permanent impacts to non -wetland waters
of the US and 10 linear feet of temporary impacts from the restoration activities necessary to improve stream functions,
reduce bank erosion and replace and protect existing sanitary sewer infrastructure. The project will result in a net loss of
15 if of 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
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.
If ac if ac If ac If Ac
27
10 0.001 190 0.027
Total
Total Permanent Impact to Waters of the U.S. (acres) I 0.028
Kimley-Horn Contact: Chris Tinklenberg, PWS Direct Number: [phone]
Email: Chris.tinklenbergnkimley-hom.com

AGENT AUTHORIZATION FORM
Name: Bill Deal, P.E. _
Address: 500 Brookshire Boulevard Charlotte, NC 28216 _
Phone: [phone]
Project Name/Description: Long Creek Stream Restoration Site and additional sites
Date: 10/5/2015
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: William Elliot
Field Office: Asheville
Re: Wetland 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 of Section 404 permits and Section
401 Water Quality Certifications applications and to furnish upon request supplemental
information in support of applications, etc. for the Long Creek Stream Restoration Project from
this day forward until successful completion of the permitting process or revocation by Charlotte -
Mecklenburg Storm Water Services.
Authorized this the 5 day of October 2015
WI G.G/AIN Nl. beau IAJ,> G � L✓f � � J�
Charlotte Water Charlotte Water
Authorized Representative Authorized Representative
(Print Name) (Signature)

O�O� WA T'S QG
T
I I
�> T
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification PCN Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
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
1 g.
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:
Stream Bank Repair on Briar Creek Tributary Off Eastway Drive
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 11
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.:
704409-1802
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1 a. 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: 35.257201 Longitude: - 80.773419
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
0.97 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Unnamed Tributary to Briar Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
Lower Catawba
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project area is located east and south of the intersection of Eastway Drive and N Tyron Street in the City of Charlotte,
Mecklenburg County, North Carolina. Existing land use in the vicinity of the project includes hardwood forest and recreational
fields(Eastway Park).
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:
—200 If
3d. Explain the purpose of the proposed project:
The purpose of the project is to replace an approximately 50 If section of exposed 8 -inch ductile iron sanitary sewer pipe,
protect the sanitary sewer infrastructure, improve water quality, channel bed elevation, bank stabilization, and aquatic
habitat of an Unnamed Tributary to Briar Creek.
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. In -stream
structures, including boulder sills, constructed riffles, and step pools 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, and
replace/protect utilities. 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 um 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
❑ preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 3 of 11
PCN Form —Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
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
Page 4 of 11
PCN Form —Version 1.3 December 10, 2008 Version

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
❑ Yes
❑ Corps
W1 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W2 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W3 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W4 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W5 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W6 ❑ P ❑ T
❑ No
❑ 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
® P E:1T
Restoration/Stabilization
UT to Briar
Creek
® PER
E:1 INT
® Corps
® DWQ
6
190
S1 - Impact 12
Installation of Impervious Dike
UT to Briar
® PER
® Corps
6
10
❑ P ® T
and Pump Around
Creek
❑ INT
® DWQ
3h. Total stream and tributary
impacts 200
3i. Comments: The project will result in 190 linear feet of permanent stream impacts and 10 linear feet of temporary stream
impacts from the restoration activities. The project will result in a net loss of 15 If of stream from the repair/removal of
extremely tight meanders caused by severe erosion which has added additional stream length.
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
number
of pond
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse [I Tar -Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number-
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
El Yes
B1 ❑P❑T
❑ No
El Yes
B2 ❑P
❑ No
❑ Yes
B3 ❑ P ❑ T
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
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):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ 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
ra.If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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
❑ Yes ❑ No
2.
3 (2 for Catawba)
Zone 2
What is the overall percent imperviousness of this project?
0 % (No impervious added)
1.5
Does this project require a Stormwater Management Plan?
❑ Yes ® No
6f. Total buffer mitigation required:
If this project DOES NOT require a Stormwater Management Plan, explain why:
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:
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑ Yes ® No
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments:
❑ Yes ❑ No
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:
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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
El Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
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)?
1c. 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
F1 Yes EJ No
letter.)
Comments:
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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 10 of 11
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:1 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?
North Carolina Natural Heritage Program Database; Habitat assessment performed by Kimley Horn staff.
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?
North Carolina State Historic Preservation Office HPOWEB GIS Service
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 4575 (Effective March 2, 2009); Flood Risk
Information System (FRIS)
Com-
Chris Tinklenberg, PWS
02/15/2017
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 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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CHARLOTTE
Stream Bank Repair on Briar Creek Tributary
W4TER
Kimley>>>
Horn
Charlotte, Mecklenburg County, NC
December 2016

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i
Figure 2: USGS Topo (Derita)
CHARLOTTE Stream Bank Repair on Briar Creek Tributary
W TER Kimley>>> Horn Charlotte, Mecklenburg County, NC
December 2016

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Figure 4a: PJD Field Sketch and
CHARLOTTE Proposed Conditions
W6TER Kimley>>> Horn Stream Bank Repair on Briar Creek Tributary
Charlotte, Mecklenburg County, NC
December 2016

LEGEND FOR EXISTING CONDITIONS
EASTING CREEK, DITCH OR BRANCH
— — — — — —
EXISTING BOTTOM OF BANK (TOE)
.. - ' ' ' ' ' '
EXISTING TOP OF BANK (TOB)
.......... I..'' .... ....._..........
EXISTING MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING SANITARY SEWER CL
»
EXISTING OVERHEAD ELECTRIC LINE
^"E
EXISTING PROPERTY UNE
— —
EASTING RIP RAP
PROPOSED CONSTRUCTED RIFFLE
EASTING TREE
; 0
LEGEND FOR PROPOSED PLAN
Sheet Title
—
—' —
PROPOSED ALIGNMENT
GENERAL NOTES
PROPOSED BANKFULL .....
—.... —.... _
PROPOSED MAJOR CONTOUR
�0
PROPOSED MINOR CONTOUR
s0a
PROPOSED STEP—POOL
DETAILS
PROPOSED BOULDER TOE
PROPOSED RIP RAP
DATE OF ACTIVATION:
PROPOSED CONSTRUCTED RIFFLE
PROPOSED TREE PROTECTION FENCE
PROPOSED TREE REMOVAL v
LEGEND FOR PROPOSED PROFILE `
PROPOSED STEP–POOL ■
PROPOSED THALREG 777
PROPOSED RIP RAP
LEGEND FOR EROSION CONTROL
PROPOSED LIMIT OF DISTURBANCE lDD
PROPOSED TEMPORARY CONSTRUCTION ENTRANCEUT MEMO
NOTE: UNE WEIGHTS ARE NOT DELINEATED HERE THEY ARE CONTROLLED THROUGH CLIWater ROTSTYUL
DESIGN COMPANY: KIMLEY-HORN AND ASSOCIATES, INC.
PLANS PREPARED BY: KIMLEY-HORN AND ASSOCIATES, INC.
ADDRESS: 200 SOUTH TRYON STE. 200, CHARLOTTE, NC 28202
PHONE: [phone]
DATE DESIGN COMPLETED: DRAFT
SURVEY COMPANY: BARRY D. DAVIS
SURVEYED BY: BARRY D. DAVIS
ADDRESS: 7520 E Independence Blvd
PHONE: [phone]
DATE SURVEY COMPLETED: 08-22-2016
CONTRACTOR: -
INSPECTOR: -/
INSIDE CHARLOTTE: M YES ( ) NO:
TOPO NO: -
CHARLOTTE
W6TER
CHARLOTTE, NORTH CAROLINA
STREAM BANK REPAIR ON BRIAR CREEK
TRIBUTARY OFF EASTWAY DR
EMMAY CR
"MAIM
DRAFT
VICINITY MAP
NORTH
GRAPHIC SCALE IN FEET
500 1000 2000
Kimley * Horn
NC LICENSE V-0102
200 SOUTH TRYON STREET, RATE 200, CHARLOTTE. NC 28202
PHONE: [phone]
WWW.KIMLEY–HORN.COM
PROGRESS SET
_O� CONSTFL--TION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
Sheet Number
Sheet Title
01
COVER SHEET
02
GENERAL NOTES
03
CONSTRUCTION ACCESS
04
PLAN AND PROFILE
OS
SECTIONS
06-10
DETAILS
APPROVAL SEAL
DRAFT
N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE LENGTH
SIZE LENGTH
TOTAL NO. OF MANHOLES: -
TOTAL NO. LOTS SERVED: -
PROJECT NAME: -
JOB NO: -
DATE OF ACTIVATION:
DATE AS BUILT: BY:

GENERAL NOTES:
EVERY EFFORT SHALL BE TAKEN TO MINIMIZE DISTURBANCE GAINING ACCESS TO/FROM
THE WORK AREA.
THE GRADE LINE ELEVATIONS SHOWN DENOTE THE FINISHED ELEVATION OF THE
PROPOSED OR FUTURE SURFACING AT GRADE POINTS SHOWN ON THE GRADING PLAN
SHEET AND DETAILED CROSS SECTIONS. GRADE UNES MAY BE ADJUSTED AT THEIR
BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE DESIGNER IN ORDER TO
SECURE A PROPER TIE-IN, SAVE TREES OR TO CREATE A MORE "NATURAL"
APPEARANCE.
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, GUARDRAILS
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. CONTRACTOR MUST RETURN
THESE AREAS TO OR BETTER THEN THEIR PRE -CONSTRUCTION CONDITION.
ANY DRAINAGE TO PUBUC 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 DISTURBANCE AS SHOWN ON THE GRADING PLAN SHEET 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.
THE CONTRACTOR IS TO MINIMIZE IMPACTS TO EXISTING VEGETATION AT THE
CONSTRUCTION ENTRANCE AND HAUL ROAD AREAS AND MUST REQUEST APPROVAL FROM
THE OWNER OR DESIGNER PRIOR TO REMOVING ANY TREES WITH TRUNK DIAMETER
GREATER THAN 3' AS MEASURED AT CHEST HEIGHT.
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 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 AS PART OF THE WELL GRADED MIX FOR
IN -STREAM STRUCTURES.
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 (IF ANY) SHALL BE LEGALLY TRANSPORTED OFFSITE, IT IS 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
RESPONSIBILITY OF THE CONTRACTOR. NOTE, IT IS NOT ANTICIPATED THAT EXCESS SOIL
MATERIAL WILL NEED TO BE TRANSPORTED OFF-SITE AS PART OF THIS PROJECT.
EROSION CONTROL:
TOTAL AREA DISTURBED = 0.32 ACRES
SOIL TYPES: Heleno Sondy Loam (HeB)
INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE IN
ACCORDANCE WITH STATE EROSION CONTROL REGULATIONS.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION
ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH
APPLICABLE NCDENR EROSION AND SEDIMENT CONTROL REGULATIONS. THE CONTRACTOR MAY
ADJUST LOCATION OF HAUL ROADS AND SILT FENCE AS NECESSARY AFTER SUCH PROPOSED
CHANCES HAVE BEEN APPROVED BY THE DESIGNER.
ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.
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 NCOENR EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
STABILIZATION 15 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 STABIUZATION OR AFTER THE TEMPORARY MEASURES ARE NO
LONGER NEEDED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE
DEPOSITION 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 15
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 SOL 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 3" DBH. THE FINAL STAKING OF THE HAUL ROADS SHALL BE
APPROVED BY THE DESIGNER BEFORE CLEARING COMMENCES.
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.
THE STREAM AND CHANNEL BREAKLINES, CUT AND FILL LINES, STRUCTURE LOCATIONS,
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, CUTUNES OR ANY HAUL ROADS.
TREE PROTECTION:
TREES GREATER THAN 3" DBH OUTSIDE THE CUT LINE ARE NOT TO BE REMOVED
WITHOUT THE ENGINEER'S 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 PEEUNG BARK FROM HEALTHY
AREAS OF THE TREE.
REFER TO THE NCDENR EROSION CONTROL MANUAL FOR MORE INFORMATION.
CONSTRUCTION SEQUENCE: TRAFFIC CONTROL:
1. THE SURVEYOR SHALL SET/STAKE THE PROPOSED STREAM CENTERUNE OR CHANNEL, ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE
AND LIMITS OF DISTURBANCE IN THE FIELD PER THE DRAWINGS. AN ELECTRONIC COPY WORK AREA TRAFFIC CONTROL H NDBOOK (WATCHT. WORK IN THE RICHT-OF-WAY OR
WILL BE PROVIDED TO THE SURVEYOR FROM WHICH TO LAY OUT THE LOCATION OF STATE SYSTEM STREETS AY REWIRE ADDITIONAL TRAFFIC CONTROL PROVISIONS. REFER
PROPOSED IMPROVEMENTS. THE ENGINEER RESERVES THE RIGHT TO ADJUST THE TO NCDOT WORK ZONE TRAFFIC CONTROL PROGRAM, AFFILMUTCAND NCDOT STANDARD
LOCATION OF THE PROPOSED STRUCTURES, BREAKLINES OR CUT UNES DURING DRAWINGS.
CONSTRUCTION.
2. THE CONTRACTOR SHALL INSTALL THE EROSION CONTROL MEASURES. THE CONTRACTOR
SHALL CLEAR VEGETATION ONLY AS NECESSARY TO INSTALL THESE ITEMS, AND SHALL
NOTIFY THE PROJECT ENGINEER WHEN INSTALLATICN OF THESE ITEMS IS COMPLETE FOR
INSPECTION BY THE LOCAL EROSION CONTROL INSPECTOR.
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 AREA OF PROPOSED EARTHWORK. NO TREES GREATER THAN 3" DBH ARE
TO BE REMOVED WITHOUT DESIGNER'S APPROVAL.
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 NOTES BELOW.
PLANTING NOTES:
1. ALL GRADED AREAS SHOULD BE RAKED/ROUGHENED (A MINIMUM OF 5"), SEEDED
(RIPARIAN MIX AND TEMPORARY), STRAINED, AND THEN COVERED WITH EROSION
CONTROL MATTING (C700 OR APPROVED EQUIVALENT) PER THE MANUFACTURERS
RECOMMENDATIONS. ONCE THE MATTING IS DOWN INSTALL THE LIVE STAKES THROUGH
THE MATTING. SEE SEEDING TABLES BELOW FOR MIX PERCENTAGES
2. ALL OTHER AREAS WITHIN LIMITS OF DISTURBANCE SHOULD BE RAKED/ROUGHENED (A
MINIMUM OF 5"). SEEDED (UPLAND MIX AND TEMPORARY), AND STRAINED. SEE SEEDING
TABLES BELOW FOR MIX PERCENTAGES.
3. IF DROUGHT CONDITIONS EXIST THE CONTRACTOR WILL WATER THE INSTALLED
VEGETATION WITH WATER FROM THE CREEK TO ENSURE 85% SURVIVAL AT THE END OF
THE 1 -YEAR WARRANTY PERIOD.
4. RESEED AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE PER SECTION
6.10 OF NCDEQ EROSION AND SEDIMENT CONTROL DESIGN MANUAL.
UTILITIES:
THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES INSIDE THE CONSTRUCTION
CORRIDOR.
UTILITIES TO BE TRAVERSED BY CONSTRUCTION EQUIPMENT SHALL BE APPROPRIATELY
MARKED AND PROTECTED OR BRIDGED TO PREVENT DAMAGE. THE CONTRACTOR SHALL
FURNISH ALL SHEETING REWIRED FOR ALL UTILITY CROSSINGS. SHEETING SHALL BE
INSTALLED AS REWIRED 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.
Riparian Mix 130lbs/acre)
Biackeyed Susan
Rudbeckia hirta
20%
Soft Rush
Juncus effusus
10%
Fox sedge
Carex vulpindoidea
10%
Deertongue
Panicum clandestinum
B%
Partridge Pea
Char--ista famiculata
10%
Pennsyvalnla Sedge
Carex pensyvanica
5%
Redtop Panicgrass
Panicum rigidulum
S%
River oats
Chasmanthium latdolium
5%
Broomsedge
Andropogon virginlcus
5%
Golden r kneed
Coreopsis tinctoria
5%
Little Bluestein
Schinchyrium scoparium
5%
Riverbank Wildrye
Elyrnwriparius
2%
Swltchgnss
Panicumvirgatum
2%
Sideoats Gnma
Bouteloua curtipendula
4%
Blue Grams
Boutelouagracilis
4%
Upland/Sevver Easements (151bs/acre)
Sideoats Gnma
Bouteloua curtipendula
25%
Blue Grams
Bouteloua gracilis
25%
Little Bluestein
Schinchyrium scoparium
15%
Partridge Pea
Chamaecrista fasckvlata
10%
River oats
Chasinarnhium latifolium
B%
BWckeyed Susan
Rudbeckla hlrta
B%
Redtop Panicgrass
Panicum rigidulum
5%
Purpletop
Tridens flavus
2%
Rough Dropseed
Sporobolus Clandestinus
2%
UTILITIES:
THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES INSIDE THE CONSTRUCTION
CORRIDOR.
UTILITIES TO BE TRAVERSED BY CONSTRUCTION EQUIPMENT SHALL BE APPROPRIATELY
MARKED AND PROTECTED OR BRIDGED TO PREVENT DAMAGE. THE CONTRACTOR SHALL
FURNISH ALL SHEETING REWIRED FOR ALL UTILITY CROSSINGS. SHEETING SHALL BE
INSTALLED AS REWIRED 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.
Temporary Seeding (130 IlWacre)
Aug 15 - May 15
Rye Grain
Secale cereale
75%
Wheat Grass
Triticum aestivum
10%
Annual Rye
Lolium multiflorum
10%
Browntop Millet
Utochola ramosa
5%
May 16 -Aug 14
Br—ntop Millet
Utochola ramosa
80%
Rye Grain
Secale cereale
10%
Annual Rye
Lolium multi0orum
1D%

IN
CONTRACTOR TO UTILIZE AREA \\
`\\ BETWEEN LIMITS OF DISTURBANCE \
AND CREEK AS STAGING AREA \
\ 301-301
\\ \\
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\\ DB 12376: PG '11\5
\ `\
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\ \ \ \\ \\
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CONTRACTOR TO UT/L/ZE — — — _ ��1 _ \ ` — I \\\"~ \ s \ \ ` — —
!! AREA BETWEEN L/M1T5 OF -301 \ pew``\�\\/�\ I \ \_`
DISTURBANCE AS HAUL ROADQ`Q\
301 �'\ \\ `oil I
\)
/ \ '3010011-1- OOT -OOT OIJ
X301
\\\ \\\ \\\ \\
/ PROPOSED TEMPORARY \ / , L0D— LOD —LOO —LOo _' \ \
/ \ \ \ \ \ \ < \ ~ \
CONSTRUCT/ON EASEMENT L�'L000/— \�i \\\
y ! 1 / / \ \ \ \ ti \
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� \ \ \ \ \ \\y,, \ \ NN
\ \ \ k
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y
EXISTING TEMPORARY / , � / �� Vp/ \
CONSTRUCTION ENTRANCE \ /! / /' / `\ \\\ \\\ \\ \\\\\ \\ \\ \ \ \ \
LIMITS OF DISTURBANCE
DISTURBED AREA: 0.32 ACRES
61
\\ \\ \\ \ \\ \ \ \\ \ \\ 1
PPRK ENTRgNc�,� I \
1 Vv I \ I I
------ 1 I I \ \ \
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
NOTE
PROPERTYLINES, BUILDINGAND GODANDT DOF lT
TOPODRMHIC SURVEY ARE TAKEN FROM OS DATA AND USED FOR REREHEDF
GRAPHIC SCALE IN FEET
0 10 20 40
NORTH
No. Date By Revision

77E TO EXISTING
CHANNEL BED
101+50 102+00 102+50 103+00 103+30
PROPOSED PROFILE
Hor. Scale: 1"=10'
Vert. Scale: 1"=I'
- - - - _ - EXTEND STEP POOL ARMS
-------------------- PARALLEL TO SEWER WITH
CONTRACTOR TO FILL /N ' / / t C CYI / BOULDERS JUST DOWNSTREAM
BLOW-OUT WITH ON-SITE, - // y SSMH OF PIPE, TIE INTO BANK ON
MATERIAL COMPACTED IN 8' LIFTS/ Rim 134.153' ' DOWNSTREAM SIDE OF EXPOSED /' CONTRACTOR TO FILL /N
I»f n-726.33' MANHOLE, AND BACK FILL WITH / _ BLOW-OUT WITH ON-SITE GRAPHIC SCALE IN FEET
PROPOSED TREE \ " _ _ _ "Inv Out= 726.07 2"-12" RIP /LAP - - - MATERIAL COMPACTED IN 8" LIFTS " - - - - - ' -
----__- 0 5 10 20
REMOVAL (TYP) °a� `\ ; / ss 8" ClayLLJ ss ss ss ss
\'~ // /� •`
T b 9v. - _ G _ \ PROPOSED
727,55' - - _ ° P STEP -POOL 7 \
PROPOSED CONSTRUCTED \ - (" yl 1 (TYP.) - -
RIFFLE (TYP) / - Ss \ ((�3- - - - - - - - - - - - -
26 LF OF PROPOSED \ REPLACE APPROX. 50 LF OF
BOULDER TOE PROTECTION \\ EXPOSED 8" Of PIPElop
-
/
CHARLOTTE WATER
C44ARLOTTE
-_ -�-\���°�------------------------------- W/ITER
NOTE: /'� -!- 5 ------------ CHARLOTTE, NORTH CAROLINA
CONTRACTOR SHALL SEED (WITH BOTH RIPARIAN AND TEMPORARY SEED MIXES), - - - - - - - - _ _ _ _ — V -'
STRAW, AND MAT ALL DISTURBED AREAS WITHIN THE STREAM BANK , ' ' Ss J\A - - - - _ - - _ - - - _
LIMITS/GRADED AREA. -- - __-- t' ------------------ - job No AS No.
---------------- scmaa PLAN AND PROFILE
CONTRACTOR SHALL SEED (WITH BOTH UPLAND AND TEMPORARY SEED MIXES) — — ` — e _ _ — — — _ — \6 — — — — — — — — — — _ PLAN As NOTEDFOR
AND STRAW ALL OTHER AREAS WITHIN LIMITS OF DISTURBANCE AFTER s ,'' -----------------------------------------------------
/ _ _ - - - _ - PROFILE AS NOTED
CONSTRUCTION IS COMPLETE _ - - ` Hof'
Vert. � ��
CONTRACTOR TO REMOVE ONLY DESIGNATED TREES. OTHER TREES MAY BE T 11/06/201e EA
STWAY DRIVE
REMOVED WITH ENGINEER'S APPROVAL. EXIS
EXISTING PLANA A. Built Dote
sheet or
BDD KJH KJH MAS 04 1 Z
No. Date By Revision Surveyed By Daigied By Draen By Proud -Ener boroved By Date —
NEI
BEGIN
CONSTRUCTED RIFFLE
BEGIN CONSTRUCTEDNONE
RIFFLE
99.
NONE
MEN
.. ,
8' SS DIP
DINT STA; 102+44.16
/-SEWER TOP
OF PIPE
ELEV:727.55
MEN
-PROPOSED
BEGIN CONSTRUCTED RIFFLE
Im
I
:
•CONSTRUCTEDMEN
ff
112
.illMEMO,
�3+12.1
:-��
77E TO EXISTING
CHANNEL BED
101+50 102+00 102+50 103+00 103+30
PROPOSED PROFILE
Hor. Scale: 1"=10'
Vert. Scale: 1"=I'
- - - - _ - EXTEND STEP POOL ARMS
-------------------- PARALLEL TO SEWER WITH
CONTRACTOR TO FILL /N ' / / t C CYI / BOULDERS JUST DOWNSTREAM
BLOW-OUT WITH ON-SITE, - // y SSMH OF PIPE, TIE INTO BANK ON
MATERIAL COMPACTED IN 8' LIFTS/ Rim 134.153' ' DOWNSTREAM SIDE OF EXPOSED /' CONTRACTOR TO FILL /N
I»f n-726.33' MANHOLE, AND BACK FILL WITH / _ BLOW-OUT WITH ON-SITE GRAPHIC SCALE IN FEET
PROPOSED TREE \ " _ _ _ "Inv Out= 726.07 2"-12" RIP /LAP - - - MATERIAL COMPACTED IN 8" LIFTS " - - - - - ' -
----__- 0 5 10 20
REMOVAL (TYP) °a� `\ ; / ss 8" ClayLLJ ss ss ss ss
\'~ // /� •`
T b 9v. - _ G _ \ PROPOSED
727,55' - - _ ° P STEP -POOL 7 \
PROPOSED CONSTRUCTED \ - (" yl 1 (TYP.) - -
RIFFLE (TYP) / - Ss \ ((�3- - - - - - - - - - - - -
26 LF OF PROPOSED \ REPLACE APPROX. 50 LF OF
BOULDER TOE PROTECTION \\ EXPOSED 8" Of PIPElop
-
/
CHARLOTTE WATER
C44ARLOTTE
-_ -�-\���°�------------------------------- W/ITER
NOTE: /'� -!- 5 ------------ CHARLOTTE, NORTH CAROLINA
CONTRACTOR SHALL SEED (WITH BOTH RIPARIAN AND TEMPORARY SEED MIXES), - - - - - - - - _ _ _ _ — V -'
STRAW, AND MAT ALL DISTURBED AREAS WITHIN THE STREAM BANK , ' ' Ss J\A - - - - _ - - _ - - - _
LIMITS/GRADED AREA. -- - __-- t' ------------------ - job No AS No.
---------------- scmaa PLAN AND PROFILE
CONTRACTOR SHALL SEED (WITH BOTH UPLAND AND TEMPORARY SEED MIXES) — — ` — e _ _ — — — _ — \6 — — — — — — — — — — _ PLAN As NOTEDFOR
AND STRAW ALL OTHER AREAS WITHIN LIMITS OF DISTURBANCE AFTER s ,'' -----------------------------------------------------
/ _ _ - - - _ - PROFILE AS NOTED
CONSTRUCTION IS COMPLETE _ - - ` Hof'
Vert. � ��
CONTRACTOR TO REMOVE ONLY DESIGNATED TREES. OTHER TREES MAY BE T 11/06/201e EA
STWAY DRIVE
REMOVED WITH ENGINEER'S APPROVAL. EXIS
EXISTING PLANA A. Built Dote
sheet or
BDD KJH KJH MAS 04 1 Z
No. Date By Revision Surveyed By Daigied By Draen By Proud -Ener boroved By Date —

740
730
720
74
73
101+80
740
730
0720
V
/
30 __..
730
_. \
...._...
__T _
730
.20 =10
D
\ r
!0
40720
-t0
0
10
740
730
720
74
73
101+80
740
730
0720
lul 9u
740
730
720
741
731
72
740
73C
74C
73C
740
730
740
730
740
730
720
730
-i0 -10 0 to 720
102+50
74C
73(
721
740
730
720
140 74C
730 73(
CROSS-SECTIONS
102+70
102+80
�MEON■
NE.!
740
730
740
730
720
740
730
740
730
720
740
730
0720
V
/
730
.7-
.20 =10
D
iD
lul 9u
740
730
720
741
731
72
740
73C
74C
73C
740
730
740
730
740
730
720
730
-i0 -10 0 to 720
102+50
74C
73(
721
740
730
720
140 74C
730 73(
CROSS-SECTIONS
102+70
102+80
�MEON■
NE.!
740
730
740
730
720
740
730
740
730
720
740
730
0720

14LOG SILL, IF SHOWN
/1 /ION PLAN VIEW. SEE
�AA LOC STILL DETAIL.
BEI
RIFFLE
(SEE PLAN/PROFILJ
F OR UE
OR LENGTH
•..s:t7.�t:C•t`�t�i�t..
`RIFFLE "A" WELL GRADED MIX
INCLUDING NATURAL CHANNEL
MATERIAL (SAND AND COBBLE)
SEE PROFILE FOR ELEVATION
HEAD OF RIFFLE
RIFFLE "A" WELL GRADED MIX
INCLUDING NATURAL CHANNEL
LOG SILL MATERIAL (SAND AND COBBLE),
(OPTIONAL) "B" DEEP
ROCK CROSS VANEAGG
CROSS VANE, SEE
SEPARATE DETAIL
SECTION A -A
"B"
SEE SEPARATE DETAIL FOR
STRUCTURE DETAIL
PLM VW
'BACKFILL AND RIFFLE MATERIAL
1"-12" RIP RAP 407
NATURAL CHANNEL MATERIAL 30R
7 STONE 207
MULCH FROM ON-SITE 1076
7 IS MEASURED BY VOLUME
1 CONSTRUCTED RIFFLE
Not to Sole
IR FIBER MATTING (TYP)
WRAP RIPRAP UP TOE OF BANK
"C" INNER BERM DEPTH, 'D" MIN.
TOE OF SLOPE
SECTION B -B
DIMENSION CHART
LABEL
VALUE
UNIT
A
1 - 12
INCHES
8
1
FEET
1
C
10
PERCENT
D
0.2
FEET
BANKFULL BACKFILL W/ "D" DEEP
—ELEVATION GRADATION OF •C" RAP,
/57 STON
E AND NATURAL
PER PLAN MATERIAL
AM FLOW —
A' MIN. —
BACKFILL W/ "A"x'B" DEEP — __PER -PRDRLE _
GRADATION OF "C" RIP RAP, —
/57 STONE AND NATURAL
MATERIAL
"F.
NON -WOVEN TYPE II FILTER PRE -FORMED SCOUR HOLE. "E" MIN BOULDERS STREAM
FABRIC (BEHIND STEPS) HEADER ELEV. (TYP.)
PROF? E VFW
EXISTING GROUND
APPLY COIR FIBER MATTING
SEE DETAIL
SEE PLANS
- _ SEE PLANS SEE PLANS Z
PROTECT TOE OF BANK WITH -_\ BAN7
"F" RIP RAP AND BACKFILL KFULL
ELEVATION
PER PLANS "C•"�-RIP RAP, PLACE LARGER BOULDERS
I;, 9 AS FOOTER ROCKS (PLACE FOOTER
NON -WOVEN TYPE II g ROCKS BELOW BOTTOM ELEVATION
FILTER FABRIC •H• OF CHANNEL). BOULDERS ARE TO
(TMP.) BE APPROVED BY DESIGNER PRIOR
TO INSTALLATION.
KEY STEP INTO
EXISTING BANK "E" MIN. BOULDERS FILL GAPS WITH RIP
RAP
SECTION A -A
DIMENSION CHART
LABEL
VALUE
UNIT
A
2.5
FEET
B
3
FEET
C
2 - 12
INCHES
D
1.5
FEET
E
30
INCHES
F
12 - 14
INCHES
G
1 - 2
FEET
H
2 - 3
FEET
-BACKFILL AND RIFFLE MATERIAL
l'—l2 RIP RAP 807
7 STONE 207.
S IS MEASURED BY VOLUME
STEP -POOL STRUCTURES
L Not to Scale
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
Ja0 N.
Fl. No.
DETAILS
FOR
Sea..
PLAN
PROFILEHOf.
Vert
AS NOTED
AS N07ED
AS N07ED
EASTWAY DRIYE
11/05/2016
As Built Dot.
BOO
KJH
I
KJH
MAS
S. -).d By
D.1g.d By
Dr.- By
Project -Eng
_
ApP�.ved ByM
^,

3 TOE PROTECTION -BOULDERS
Not to Scale
EXISTING
2-12" RIP RAP-\
AA��
TIE TO PROPOSED PLN
TOP OF BANK
TIE TO PROPOSED
EXISTING SANITARY TOP OF BANK
_ SEWER PIPE (TYP) �Jf
2-12_ RIP RAP WITH M57 STONE
ROCK SHOULD BE SET FLUSH TO FINAL
GRADE (SEE PROFILE SHEETS). CHANNEL
FILTER FABRIC SHOULD BE OVER DUG BY 1'-2' TO
ACCOMMODATE ROCK. (IF SUBGRADE
SANITARY SEWER CROSSING, THE
CONTRACTOR SHALL VERIFY PIPE DEPTH
SECTION
BEFORE AND CHANNEL GRADING ABOVE).
A -A
UTILITY BANK PROTECTION
Not to Scale
SEE PLANS
FABRIC (BEHIND STEPS)
SUPPORT SS PIPE DURING
INSTALLATION OF BOULDER STEP
POOL AND 157 STONE BEDDING
2"-12" RIP RAP
(MINIMUM 2" OVER PIPE)
24 T BOULDERS SILLS
#57 STONE COMPACTED IN 6" LIFTS
(HAND TAMPED IF INSUFFICIENT SPACE
FOR MECHANICAL COMPACTION)
5 SANITARY SEWER BEDDING AND SUPPORT
Not to Scale
N. Oat. By Revision
In..T.n— ov nw rv_urou
COMPACTED BACKFILL
CHARLOTTE
CHARLOTTE WATER
WJ}TER
CHARLOTTE, NORTH CAROLINA
Joe No, FR. No.
Soal.a
T 7077777-777777
PLAN AS NOTED
w 3 I it .ItDNt �
„
Z
m
v �v
EASTWAY DRIVE
11/08/2015
A. Built Dote
DDD
I
KJH
KJH
AA��
TIE TO PROPOSED PLN
TOP OF BANK
TIE TO PROPOSED
EXISTING SANITARY TOP OF BANK
_ SEWER PIPE (TYP) �Jf
2-12_ RIP RAP WITH M57 STONE
ROCK SHOULD BE SET FLUSH TO FINAL
GRADE (SEE PROFILE SHEETS). CHANNEL
FILTER FABRIC SHOULD BE OVER DUG BY 1'-2' TO
ACCOMMODATE ROCK. (IF SUBGRADE
SANITARY SEWER CROSSING, THE
CONTRACTOR SHALL VERIFY PIPE DEPTH
SECTION
BEFORE AND CHANNEL GRADING ABOVE).
A -A
UTILITY BANK PROTECTION
Not to Scale
SEE PLANS
FABRIC (BEHIND STEPS)
SUPPORT SS PIPE DURING
INSTALLATION OF BOULDER STEP
POOL AND 157 STONE BEDDING
2"-12" RIP RAP
(MINIMUM 2" OVER PIPE)
24 T BOULDERS SILLS
#57 STONE COMPACTED IN 6" LIFTS
(HAND TAMPED IF INSUFFICIENT SPACE
FOR MECHANICAL COMPACTION)
5 SANITARY SEWER BEDDING AND SUPPORT
Not to Scale
N. Oat. By Revision
In..T.n— ov nw rv_urou
COMPACTED BACKFILL
CHARLOTTE
CHARLOTTE WATER
WJ}TER
CHARLOTTE, NORTH CAROLINA
Joe No, FR. No.
Soal.a
DETAILS
PLAN AS NOTED
FOR
PROFILE Hor. AS NOTED
Vert AS NOTED
EASTWAY DRIVE
11/08/2015
A. Built Dote
DDD
I
KJH
KJH
MAS
Sheet
07
O(
12
Sumyed By
Oc igned By
Drawn By
Project -Eng
I Approved By
I Date

EXCAVATE TRENCH AND KEY
INTO GROUND ("A" MIN)
— — — — SEED AND MULCH PER VEGETATION
NOTES AND SPECIFICATIONS
1 CHANNEL
EROSION CONTROL MATTING INSTALLED TO EDGE OF
CUT/FILL PER MANUFACTURER'S SPECIFICATIONS NTH
UVE STAKING, PERMANENT AND TEMPORARY SEEDING
PER PLANS AND SPECIFICATIONS. (TYPICAL BOTH SIDES)
NATURAL CHANNEL BOTTOM
(NO MATTING) KEY INTO STREAMBED
(PER TYPICAL
CROSS-SECTION BELOW)
SECTION
EROSION CONTROL
MATTING—
ANCHORS ON
"B" CENTERS
STREAM
MATTING IN
"C"
BACKFILL
FLOODPLAIN/EXISTING
GROUND
L_"A" MIN
ANCHORS ON "D"
CENTERS IN TRENCH
MATTING SHALL BE PLACED IN
TRENCH AND BACKFILLED
EXTEND MATTING BELOW TOE
OF SLOPE AND KEY INTO
STREAMBED MIN. "E"
TYPICAL CROSS SECTION
2" X 2" (NOMINAL)
WOODEN STAKE
1"
m
ANCHOR TRENCH
ON "D" CENTERS
ANCHOR OVERLAP
ON "0" CENTERS
NOTES:
1. IN AREAS TO BE MATTED. ALL
SEEDING, SOIL AMENDMENTS, AND
SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE WITH
THE PROJECT SPECIFICA71NS
PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
ON "B" CENTERS
Y
6 w
1
STREAM CHANNEL
BRIDGE MAT
�i Ili j I I /9' �' V SURFACE FLOW
i/ til DIVERSION
d
Y �
JI -SPIKES EVERY 2 FT
lti
WIDTH ASI+ NEE[
L-
}� LENGTH AS NEEDED
6� THREADED ROD
EVERY 3 FT
1. PREDRILL AND INSET 3/4" THREADED
STEEL RODS EVERY 3' AND SECURE WITH
AT LEAST ONE NUT.
2. NAIL INDIVIDUAL TIMBERS TOGETHER EVERY
2' WITH B" TO 12" BARN SPIKES
_ r
STAGGERED
CHAIN
�T�AG�GGEERED ENDS
TO GRIP BANK
—SUGGESTED HARDWOOD
ON OUTER SUPPORT
RECOMMENDED BRIDGE MAT RECOMMENDED
1/4 SUPPORT A 1/4 SUPPORT
��
A 2'-3' TYP
SURFACE FLOW SURFACE FLOW
DIVERSION DIVERSION
STREAMBANK
B" TO 12" PIKES VARY TIMBER SZE
EVERY 2 FT UNEVEN SURFACE FOR GRIP DRAG CHAIN.
S
IMPROVED TRACTION
CHOSEN TIMBER WITH SIZE
AND STRENGTH TO
SECTION A -A CONSTRUCTION EOU PMENTRT
TEMPORARY STREAM/DITCH CROSSING
1 Not to Scale
CNARLOTTE CHARLOTTE WATER
WTER CHARLOTTE, NORTH CAROLINA
Scales
PLAN AS No=
PRORLEHof, EO AS NOT
Vert AS N070
DETAILS
FOR
EASMAY DRIVE
MAS
ect-Eny APP�cvetl By Data
DIMENSION CHART
LABEL
VALUE
UNIT
A
6
INCHES
B
3
FEET
C
18
INCHES
D
1
FEET
E
1
FEET
MATTING IN
"C"
BACKFILL
FLOODPLAIN/EXISTING
GROUND
L_"A" MIN
ANCHORS ON "D"
CENTERS IN TRENCH
MATTING SHALL BE PLACED IN
TRENCH AND BACKFILLED
EXTEND MATTING BELOW TOE
OF SLOPE AND KEY INTO
STREAMBED MIN. "E"
TYPICAL CROSS SECTION
2" X 2" (NOMINAL)
WOODEN STAKE
1"
m
ANCHOR TRENCH
ON "D" CENTERS
ANCHOR OVERLAP
ON "0" CENTERS
NOTES:
1. IN AREAS TO BE MATTED. ALL
SEEDING, SOIL AMENDMENTS, AND
SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE WITH
THE PROJECT SPECIFICA71NS
PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
ON "B" CENTERS
Y
6 w
1
STREAM CHANNEL
BRIDGE MAT
�i Ili j I I /9' �' V SURFACE FLOW
i/ til DIVERSION
d
Y �
JI -SPIKES EVERY 2 FT
lti
WIDTH ASI+ NEE[
L-
}� LENGTH AS NEEDED
6� THREADED ROD
EVERY 3 FT
1. PREDRILL AND INSET 3/4" THREADED
STEEL RODS EVERY 3' AND SECURE WITH
AT LEAST ONE NUT.
2. NAIL INDIVIDUAL TIMBERS TOGETHER EVERY
2' WITH B" TO 12" BARN SPIKES
_ r
STAGGERED
CHAIN
�T�AG�GGEERED ENDS
TO GRIP BANK
—SUGGESTED HARDWOOD
ON OUTER SUPPORT
RECOMMENDED BRIDGE MAT RECOMMENDED
1/4 SUPPORT A 1/4 SUPPORT
��
A 2'-3' TYP
SURFACE FLOW SURFACE FLOW
DIVERSION DIVERSION
STREAMBANK
B" TO 12" PIKES VARY TIMBER SZE
EVERY 2 FT UNEVEN SURFACE FOR GRIP DRAG CHAIN.
S
IMPROVED TRACTION
CHOSEN TIMBER WITH SIZE
AND STRENGTH TO
SECTION A -A CONSTRUCTION EOU PMENTRT
TEMPORARY STREAM/DITCH CROSSING
1 Not to Scale
CNARLOTTE CHARLOTTE WATER
WTER CHARLOTTE, NORTH CAROLINA
Scales
PLAN AS No=
PRORLEHof, EO AS NOT
Vert AS N070
DETAILS
FOR
EASMAY DRIVE
MAS
ect-Eny APP�cvetl By Data

INSTALL WOVEN COIR FIBER MAT
OVER SEED OR SOD
+"�Y} ESTABLISHED PLANT SHOWN
FORINFORMATION ONLY
P
Zl_
INSTALL SPLIT 'C" % " X "D'
DEAD STOUT STAKES PER SPECIFICATIONS
"B" LIVE CUTTING / /y SOUND
(DORMANT))
LIVE STAKE (IV EARTH)
LIVE STAKING ZONE
"G' FROM WATER
SURFACE AS
ONLY RIPARIAN SEED MIX IN MEASURED ALONG
SANITARY SEWER EASEMENT SLOPE
O
SECTM VIEW
CONIRAC M TO USE A MNMM OF 2 SPECES WITH NO ONE RPECES )607( OF TOTAL BTAKEEL
LINE BFAKBB ARE V770 P N DPA* -m AND T.7 N L ENMH
SACK WLLOW ✓ I CES ARE TO BE BrACED OUT AND NOT GROUPED
FLAT TOP
LATERAL
BARK RI
S1DE BRA
REM(
LOW SEAS(
WATER T,
45*"
BUTT
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 AMONUM
24" O.C.
ELDERBERRY
SAVBUCUS CANADENSfS
24" O.C.
BUTTON BUSH
CEPHALANTHUS OCCIDENTALIS
24" O.C.
CONIRAC M TO USE A MNMM OF 2 SPECES WITH NO ONE RPECES )607( OF TOTAL BTAKEEL
LINE BFAKBB ARE V770 P N DPA* -m AND T.7 N L ENMH
SACK WLLOW ✓ I CES ARE TO BE BrACED OUT AND NOT GROUPED
FLAT TOP
LATERAL
BARK RI
S1DE BRA
REM(
LOW SEAS(
WATER T,
45*"
BUTT
LIVE STAKE DETAIL
NOTES:
1. IF USING WOVEN COIR FIBER
MAT, INSTALL LONG STRAW
MULCH BENEATH MAT.
LIVE STAKES
Not to Scale
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
LIVE STAKES
Not to Scale

SPECIAL STILUNG BASIN. UTILIZE A
STABILIZED OUTLET INSTEAD OF A
SPECIAL STILLING BASIN IF PUMPING
CLEAN WATER. (SEE NOTES)
IMPERVIOUS DIKE
TEMPORARY FLEXIBLE HOSE
EDGE OF FLOODPLAIN
EXISTING STREAM CHANN
AL STILLING BASIN
TERING PUMP
�F
9P
FLOW
I
SF01_�ENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
1. INSTALL SPECIAL STILLING BASIN(S) AND ENERGY DISSIPATOR FOR
HOSEPIPE OUTLET.
2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BECIN PUMPING
OPERATIONS FOR STREAM DIVERSION.
4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS.
DEWATER ENTRAPPED AREA. AREA TO BE DEWATERED SHALL BE
EQUAL TO ONE DAYS WORK.
5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLANS.
6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF
IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY
FLEXIBLE HOSE. (DOWNSTREAM IMPERVIOUS DIKES FIRST).
7. PUMP AROUND AREA TO BE STABILIZED WITH MATTING AT THE END OF EACH
WORK DAY. THE IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET
ONLY SHOW THE 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 DAY'S WORK. ALL
GRADING MUST BE STABILIZED AT THE END OF THE DAY.
8. REMOVE SPECIAL STILUNG BASIN(S) AND OUTLET CHANNEL AND THEN
BACKFILL STABILIZE DISTURBED AREA PER THE PLANS AND SPECS.
ri2gS
1) ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED
SECTIONS OF CHANNEL
2) IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM
STREAM FLOW.
3) GRADED STREAM BANKS SHALL BE STABILIZED, WITH MATTING,
PRIOR TO PREDICTED RAIN FALL EVENTS, UNLESS ALL RAIN
EVENT FLOW CAN BE PUMPED AROUND FOR PREDICTED EVENT.
4) MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL
TO THE WORK. THIS INCLUDES POLYETHYLENE
SHEETING, DIVERSION PIPES, PUMPS AND HOSES.
5) PUMPS AND HOSES SHALL BE OF SUFFICICIENT SIZE TO DEWATER
THE WORK AREA. __—
NOTE:
PUMP -AROUND OPERATION MAY
NOT BE REQUIRED
PUMP -AROUND PUMP
IMPERVIOUS DIKE —
EXAMPLE OF PUMP AROUND OPERATION
NOT TO SCALE
$ STREAM BYPASS PUMPING
Not to Scale
A
L
PUMP
AROUND
HOSE
A1}
J
x
n
FILTER FABRIC
SECTION A -A
ENERGY DISSIPATOR FOR PUMP AROUND HOSE
IF CLEAN WATER)
NOT TO SCALE
SPECIAL STILLING BASIN
STREAM BANK
NOTE: IF SPECIAL STILLING BASIN IS PLACED ON DISTURBED SOIL THEN A STABIUZED
OUTLET/CHANNEL NEEDS TO BE PROVIDED.
THE STABILIZED OUTLET WILL CONSIST OF A 1'-6" WELL GRADED MIX OF RIP RAP A
MINIMUM OF 1' THICK PER THE DIMENSIONS BELOW. PLACE FILTER FABRIC BETWEEN
THE RIP RAP AND SOIL FOUNDATION. THE STABIUZED OUTLET WILL EXTEND FROM THE
SPECIAL STILLING BASIN TO THE BANK OF THE CHANNEL BELOW THE WORK AREA -
0
0
0
__ _EXISTING
GROUND
3:1 3:1
FILTER FABRIC 3.0 FEET
SPECIAL STILLING BASIN
WITH ROCK PAD
NOT TO SCALE

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 5/23/2016
Project/Site: UT to Briar Creek
Stream 1
Latitude: 35.257216
Evaluator: Chris Tinklenberg, PWS
County: Mecklenburg
Longitude: -80.773443
Total Points: 36
Stream Determination (c'
Other
Stream is at least intermittent
Ephemeral Intermitten Perennial
e.g. Quad Name: Derita Quad
if z 19 or perennial if Z 30
0
1
A. Geomorphology Subtotal = 19.5
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
2
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
ool se uence
0
1
2
3
2
4. Particle size of stream substrate
0
1
2
3
3
5. Active/relic floodplain
0
1
2
3
3
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
2
8. Headcuts
0
1
2
3
1
9. Grade control
0
0.5
1
1.5
0
10. Natural valley
0
0.5
1
1.5
1.5
11. Second or greater order channel
No = 0
Yes = 3
0
a artificial ditches are not rated; see discussions in manual
B. Hvdroloav Subtotal = 10.5
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
1
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
1
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_ Bioloov 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

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._

Stream Bank Repair on Briar Creek Tributary
t1u911e' "r
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Shannon
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Gratton Dr
Lq
fears St
br
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� Unctorwm
tt�ytntorhord
Lwtdwi htpAnd
Plaza- �ttnit tiirvco
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oOnavm,p �'
Shamrock At (54A-1
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,
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fj n.c'rr r )Qor �fi
*��•
.3�qt
December 6, 2016 1:21,065
0 0.175 0.35 0.7 mi
NR Points i1 .1 .1 1 .T.1 1 1
0 0.275 0.55 1.1 km
• NR Individual Listing
• NR Listing, Gone
Sources: Esri, HERE, DeLame, USGS, Intennap, INCREMENT P, NRCan,
Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esd (Thailand),
NRHD Center Point Mapmylndia, W=, © openstreetMap contributors, and the GIS User
Community
NR Boundaries Chris Tinklenberg
1--1

Natural and
Cultural Resources
December 6, 2016
Chris Tinklenberg
Kimley-Horn
200 South Tryon St.
Charlotte, NC 28202
RE: Stream Bank Repair on Briar Creek Tributary Off Eastway Drive
Dear Chris Tinklenberg:
PAT INicCRORY
Governor
SUSAN KLUTTZ
serremry
NCN H DE -2588
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, 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 and is
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
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 (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund
(CWMTF) 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 Suzanne Mason at suzanne.masonna ncdcr.gov or 919.707.8637.
Sincerely,
NC Natural Heritage Program
-'-'Nothing Compares�_
State of Nonh Carotica I Deparuneat of Natt>tal and Cultural Resource`
109 East Done! Sireet I R21eiA. NC 21641
919-801-7300

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Stream Bank Repair on Briar Creek Tributary Off Eastway Drive
December 6, 2016
NCNHDE-2588
4o Element Occurrences are Documented within the Project Area
(here 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
foes 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.
ase 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 Na ,.ft a °Ype
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 N;
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 httos://ncnhde oatu reserve, ora/content/help. Data query generated on December 6, 2016; source: NCNHP, Q3 October 2016. Please resub
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
Stream Bank Repair on Briar Creek Tributary Off Eastway Drive
December 6, 2016
NCNHDE-2588
lement Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element
3roup Observation Occurrence
Date Rank
✓ascular Plant 26358 Acmispon helleri Carolina Birdfoot-trefoil 2011-05-05 F
✓ascular Plant 13743 Delphinium exaltatum Tall Larkspur
✓ascular Plant 5560 Desmodium sessilifolium Sessile Tick -trefoil
Accuracy Federal
Status
2 -High ---
1800s Hi? 5 -Very ---
Low
1971-08-19 H 3 -Medium ---
4o Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner Type
Mecklenburg County Open Space Mecklenburg County Local Government
State
Global
State
Status
Rank
Rank
Special
G5T3
S3
Concern
Vulnerable
Endangered
G3
S2
Special
G5
SH
Concern
Historical
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/contenVhelo. Data query generated on December 6, 2016; source: NCNHP, Q3 October 2016. Please resub
/our 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-2588: Stream Bank Repair on Briar Creek Tributary Off Eastway Drive
ca
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on
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December 6, 2016
Project Boundary
Buffered Project Boundary
Lj Managed Area (MAREA)
Page 4 of 4
1:20,773
0 0.175 0.35 0.7 mi
0 0.275 0.55 1.1 km
Sources Esn, HERE, DeLomns. Intermap, increment P Corp GEBCO, USGS.
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esn Japan,
MET, Esh China (Hong Kong), wsstopo, Maprirryindia, (V OpenStreetMap
contributors, and the GIS User Community

Jurisdictional Determination Request
0
US Army Corps
of Engineers
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of county assignments by Field Office and project manager can be
found on-line at: http://www.saw.usace.army.mil/Missions/Re u�ryPermitPro ram_asI)x , by
telephoning: 910-2514633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
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]
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]
Version: December 2013 Page 1

jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F.
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 G.
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 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: December 2013 Page 2

GA
B.
C.
Jurisdictional Determination Request
PARCEL INFORMATION
Street Address: 423 Eastway Drive
City, State: Charlotte, NC
County: Mecklenburg
Directions: Located near the intersection of Eastway Drive and N Tyron St behind the North Park Mall
to the southeast within Eastway Community Park.
Parcel Index Number(s) (PIN): N/A (Charlotte Water Permanent Utility and Temporary Constnwbon Easements)
REQUESTOR INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address
t:
Chris Tinklenberg, PWS
200 South Tryon Street, Suite 200
704-409-1802
[e-mail]
Select one:
❑ I am the current property owner.
❑✓ I am an Authorized Agent or Environmental Consultant2
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
PROPERTY OWNER INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address3:
Bill Deal - Charlotte Water
600 East 4th Street, 11th Floor
Charlotte, NC 28202
704-336-7600
❑✓ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
2 Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION
1, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
Cer4 OF C4A GoTTE Zr/9 [1-7
Property Owner (please print) Date
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
❑— I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does include a delineation.
F] I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
I am requesting that the Corps investigate the property/project area for the presence or
absence of WoUS5 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
F] I am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an gpnroved JD (this may or may not include a survey plat).
I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an approved JD (may or may not
include a survey plat).
4 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
5 Waters of the United States
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Jurisdictional Determination Request
F. ALL REQUESTS
Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
�✓ Size of Property or Project Area 0.97 acres
III verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
Completed and signed Preliminary Jurisdictional Determination Form6.
❑7 Project Coordinates: 35.257201 N
Latitude -80.773419 W
Maps (no larger than 11x17) with Project Boundary Overlay:
Longitude
7 Large and small scale maps that depict, at minimum: streets, intersections, towns
❑✓ Aerial Photography of the project area
❑✓ USGS Topographic Map
❑✓ Soil Survey Map
❑✓ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
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Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data SheetS8
Tributaries:
❑ USACE Assessment Forms
❑ Upland Data Sheets Other Assessment Forms
(when appropriate)
❑✓ Landscape Photos, if taken
❑✓ Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
■ Locations of wetland data points and/or tributary assessment reaches
■ Locations of photo stations
■ Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
❑ Project Coordinates:
Latitude
Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
1987 Manual Regional Supplements and Data forms can be found at:
http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits/reg supp.aspx
Wetland and Stream Assessment Methodologies can be found at:
http://Portal.ncdenr.org/c/­document library/get file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&groupld=38364 and,
http://www.saw.usace.army.miI/Portals/59/docs/regulatory/pubIicnotices/2013/NCSAM Draft User Manual 130318.pdf
8 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
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jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets
Tributaries:
❑ USACE Assessment Forms
❑ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
9 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
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Jurisdictional Determination Request
I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard-
copy submittals include at least one original Plat (to scale) that is no larger than 11"x17'
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11"x17', may also be submitted for Corps signature as needed. The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file. Upon verification, the Corps can electronically sign these
plats and return them via e-mail to the requestor.
(1) PLATS SUBMITTED FOR APPROVAL
F] Must be sealed and signed by a licensed professional land surveyor
F1Must be to scale (all maps must include both a graphic scale and a verbal scale)
Must be legible
❑ Must include a North Arrow, Scale(s), Title, Property Information
Must include a legible WoUS Delineation Table of distances and bearings/metes
and bounds/GPS coordinates of all surveyed delineation points
❑ Must clearly depict surveyed property or project boundaries
Must clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
❑ When wetlands are depicted:
• Must include acreage (or square footage) of wetland polygons
• Must identify each wetland polygon using an alphanumeric system
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Jurisdictional Determination Request
F] When tributaries are depicted:
• Must include either a surveyed, approximate centerline of tributary with
approximate width of tributary OR surveyed Ordinary High Water Marks
(OHWM) of tributary
• Must identify each tributary using an alphanumeric system
• Must include linear footage of tributaries and calculated area (using approximate
widths or surveyed OHWM)
• Must include name of tributary (based on the most recent USGS topographic
map) or, when no USGS name exists, identify as "unnamed tributary"
❑ all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to
surveyed project/property boundaries
❑ Must include the location of wetland data points and/or tributary assessment
reaches
F] Must include, label accordingly, and depict acreage of all waters not currently
subject to the requirements of the CWA (e.g. "isolated wetlands", "non -
jurisdictional waters"). NOTE: An approved JD must be conducted in order to
make an official Corps determination that a particular waterbody or wetland is not
jurisdictional.
❑ Must include and survey all existing conveyances (pipes, culverts, etc.) that
transport WoUS
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Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
❑ When the entire actual Jurisdictional Boundary is depicted:
include the following Corps Certification language:
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction
of Section 404 of the Clean Water Act as determined by the undersigned on this date.
Unless there is a change in the law or our published regulations, the determination of
Section 404 jurisdiction maybe relied upon for a period not to exceed five (5) years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
F]When uplands may be present within a depicted Jurisdictional Boundary:
include the following Corps Certification language:
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands
Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
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Jurisdictional Determination Request
(3) GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
7 be at sub -meter accuracy at each survey point.
0✓ include an accuracy verification:
One or more known points (property corner, monument) shall be located with the
GPS and cross-referenced with the existing traditional property survey (metes and
bounds).
❑✓ include a brief description of the GPS equipment utilized.
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ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): March 28, 2017
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Chris Tinklenberg, PWS - Kimley-Horn
200 South Tryon Street, Suite 200, Charlotte, NC 28202
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
The project area is located east and south of the intersection of Eastway Drlve and N Tyron Street In the City of Charlotte, Mecklenburg County, North Carolina.
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC
County/parish/borough: Mecklenburg
City: Charlotte
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.257201 ON; Long. -80.773419
ow.
Universal Transverse Mercator: NAD83
Name of nearest waterbody: Unnamed Tributary to Briar Creek
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
200 linear feet: 8 width (ft) and/or 0.028 acres.
Cowardln Class: Riverine
Stream Flow: Perennial
Wetlands: NA acres.
Cowardin Class: NA
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non -Tidal:

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
THAT
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
❑✓ Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: Chris Tinldenberg, PWS - Kimley-Hom
❑✓ Data sheets prepared/submitted by or on behalf of the
app ' nt/consultant.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
❑✓
U.S. Geological Survey map(s). Cite scale & quad name: 1.24,000 Derita Quad
❑✓ USDA Natural Resources Conservation Service Soil Survey.
Citation: Meoldenburg County SSURGo soils
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
W1FEMA/FIRM maps: FIRM Panel 4575 (Effective March 2, 2009)
10-1
100 -year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑✓ Photographs: ❑✓ Aerial (Name & Date): Mecklenburg County 2016 or
Other (Name & Date): Site Photographs taken May 23, 2016
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
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
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
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)
that 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) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (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 preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes 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 approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, 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,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary JD finds that there "may be"waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Coros and should not be relied upon for
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
rd
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Estimated
amount of
Cowardin
Class of aquatic
Site Number
Latitude
Longitude
aquatic
Class
resource
resource in
review area
S1
35.257214
-80.773443
Riverine
200 If
Non -section 10
— non -wetland