20170447 Ver 1_401 Application_20170417

Kimley»)Horn
Transmittal
Date* A ril 13 2017 Job Number• 015474025
�R@19OWE
D
.rK 1 7 2011
DEQ -WATER RESOURCES
401 & BUFFER PERMITTING
p
Project Name: Stream Bank Repairs on Toby Creek Upstream of Chancellor Road
To: Karen Higgins w A I
NC DWR, 401 & Buffer Permitting Uri
512 North Salisbury Street
Raleigh, North Carolina 27604 2 0 1 7 4 4 7
We are sending these by
❑ U.S. Mail ®FedEx ❑ Hand Deliver
❑ Other:
We are sending you
® Attached ❑ Under separate cover via the following items:
Shop Drawings ❑ Prints/Plans 0 Samples ❑ Specifications E]Change Orders
® Other: 404/401 Pre -Construction Notification Package (NWP#27)
Copies Date No. Description
4 04/13/2017 1 404/401 Pre -Construction Notification Package (NWP#27)
1 04/13/2017 2 PCN Application Fee Check
2 04/13/2017 3 Full -Size Plan Sheets
4 04/13/2017 4 Half -Size Plan Sheets
These are transmitted as checked below:
® For your use ❑ Approved as submitted Resubmit E] Copies for approval
As requested ❑ Approved as noted ® Submit ❑ Copies for distribution
For review and comment ❑ Returned for corrections ❑ 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 Repairs on Toby Creek Upstream
of Chancellor Road
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: Chancellor Park Drive
7. City: Charlotte
8. County: Mecklenburg-
ecklenburg9.
9.Lat: 35.293381 Long: -80.744192
(Decimal Degrees Please)
10. Quadrangle Name: Harrisburg
11. Waterway: Unnamed Tributaries to Toby Creek
12. Watershed: HUC: 03040105/Rocky
13. Requested Action:
D /;Z� n/7
1J n
X Nationwide Permit # 3
U
General Permit #
�" �'k 1 7 2017
X Jurisdictional Determination Request
401
& BUFFER PERM TTING
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 N
Keywords: —

Kimley>»Horn
April 13, 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 3) Application
Stream Bank Repairs on Toby Creek Upstream of Chancellor Road
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 #3 and General 401 Water Quality Certification number 3883. This
application is to conduct stream stabilization/infrastructure maintenance activities for the purposes of
protecting an exposed 18 -inch reinforced concrete sanitary sewer pipe, reducing erosion and
stabilizing the bed and banks on three Unnamed Tributaries to Toby Creek located at approximately
35.293381°N, -80.7441920W. 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 (Harrisburg 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)
o Figure 4b — PJD Field Sketch and Proposed Conditions (2016 Meck. Co. Aerial
Photograph)
• Construction Drawings for Stream Bank Repairs on Toby Creek Upstream of Chancellor Rd
• Project Site Data forms
o NCDWQ Stream Identification Form

Kimley>Morn Paize2
Project Site Photo Pages
North Carolina Heritage Program Report
Jurisdictional Determination Request
The project is located south of the intersection of E WT Harris Blvd and University City Blvd off
Chancellor Park Drive in the City of Charlotte, Mecklenburg County, North Carolina. Existing land
use in the vicinity of the project retail/commercial facilities, residential and undeveloped forested
land.
The 404/401 (NWP 3) application presents site conditions evaluated by Kimley-Horn staff (Chris
Tinklenberg, PWS) on March 16, 2016 and October 12, 2016. The stream delineation was performed
by utilizing survey prepared by a licensed surveyor (verified by Kimley-Horn).
The project area includes a small section of Toby Creek (S I) as well as three Unnamed Tributaries to
Toby Creek. Streams 2 and 4 (S2 and S4) are short groundwater -fed perennial streams that both
originate at head -cuts likely formed by stormwater discharge and have cut down to the water table.
Strong evidence of iron -oxidizing bacteria, strong baseflow and soil -based evidence of a high-water
table was observed throughout both stream segments. Stream 3 (S3) is a perennial stream that
exhibited strong ordinary high water mark indicators including a clear, natural line impressed on the
banks, shelving and sediment deposition.
The proposed project seeks to stabilize 95 linear feet of three Unnamed Tributaries to Toby 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 implement natural channel design
techniques to address the instabilities within the stream channels. Instabilities and erosion has
exposed the sanitary sewer pipe at each location and increased the potential for failures. Boulder and
rip -rap step -pools will be used to create grade control, reduce erosion and stabilize the channels' bed
and banks to protect the existing sanitary sewer infrastructure. Additional protection will be
implemented by placing 12 cubic yards (CY) of 8"-12" rip rap, and 35+ CY of soil, between existing
sewer piers and stream banks resulting in 15 linear feet of no net loss impacts to Toby Creek (S 1).
This protection will be used to restore and prevent further streambank erosion as well as increase
structural integrity of the sewer piers.
The project will result in 110 linear feet of permanent -no net loss impacts to non -wetland waters of
the US and 10 linear feet of temporary impacts from the stabilization activities.
Please feel free to contact Chris Tinklenberg at [phone] if you have any questions, or if
additional information is necessary.

Kimley»>Horn
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
Chris Tinklenberg, PWS
Environmental Scientist
Attachments
Cc: Bill Deal
Charlotte Water
600 East Fourth Street
Charlotte, NC 28202
200 South Tryon Street, Suite 200, Charlotte, NC 28202
Page 3

Kimley>>> Horn
Project Summary Sheet
Project Name: Stream Bank Repairs on Toby Creek Upstream of Chancellor Road
Applicant Name and Address:
Charlotte Water
600 East Fourth Street
Charlotte NC 28202
Telephone Number: 704-399-5454
Type of Request: ® Nationwide PCN (NWP # 3) ❑ 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 Tributaries to Toby Creek
H.U.C.: 03040105
Property Size (acres): —0.77 (Limits of Disturbance)
Site Coordinates (in decimal degrees): 35.293381 °N
River Basin: Rocky
USGS Quad Name: Harrisburg
Approx. Size of Jurisdiction on Site (acres): 0.01
-80.744192 OW
Project Location: The project area is located south of the intersection of University City Blvd and E WT Harris Blvd off
Chancellor Park Dr.
Site Description: Existing land use in the vicinity of the project retail/commercial facilities residential and undeveloped
forested land.
Impact Summary (if applicable): The project will result in 95 linear feet of permanent -no net loss impacts to non -
wetland waters of the US and 10 linear feet of temporary impacts from the stabilization activities necessary to protect
existingsanitary sewer infrastructure Additionally, 12 cubic yards (CY) of 8"-12" rip rap and 35+ CY of soil, will be
Placed between existing sewer piers and stream banks resulting in 15 linear feet of permanent -net loss impacts to Toby
Creek as measures to restore and prevent further streambank erosion while increasing structural integrity of the sewer
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
3
10 0.001 110 0.05
Total
Total Permanent Impact to Waters of the U.S. (acres) I 0.05
Kimley-Horn Contact: Chris Tinklenberg, PWS Direct Number: [phone]
Email: chris.tinklenbergpa,kimley-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-Hom 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
Charlotte Water Charlotte Water
Authorized Representative Authorized Representative
(Print Name) (Signature)

W A T!c9oG
I I > �
1�.�I o <
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
1a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 3 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
1e.
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 N No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes N No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes N No
2.
Project Information
2a.
Name of project:
Stream Bank Repairs on Toby Creek Upstream of Chancellor Road
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.:
704-409-1802
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
1a. Property identification no. (tax PIN or parcel ID):
N/A
1 b. Site coordinates (in decimal degrees):
Latitude: 35.293381 Longitude: - 80.744192
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size:
1.24
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Toby Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
Rocky
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 south of the intersection of University City Blvd and E WT Harris Blvd off Chancellor Park Drive in
the City of Charlotte, Mecklenburg County, North Carolina. Existing land use in the vicinity of the project retail/commercial
facilities, residential and undeveloped forested land.
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:
—145 If
3d. Explain the purpose of the proposed project:
The purpose of the project is to protect the exposed 18 -inch reinforced concrete sanitary sewer pipe, stabilize channel
bed and banks and reduce erosion by implementing natural channel design techniques.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will implement natural channel design techniques to address the instabilities within the stream channels.
Instabilities and erosion has exposed the sanitary sewer pipe at each location and increased the potential for failures. Boulder
and rip -rap step -pools will be used to create grade control, reduce erosion and stabilize the channels' bed and banks to
protect the existing sanitary sewer infrastructure. Additional protection will be implemented by placing 12 cubic yards (CY) of
8"-12" rip rap, and 35+ CY of soil, between existing sewer piers and stream banks. This protection will be used to restore and
prevent further streambank erosion as well as increase structural integrity of the sewer piers. It is anticipated that a back -hoe
and/or mini excavator will be used to shape the channels and construct the step -pool structures. The work will be performed
in the dry by utilizing a pump -around system.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes ®No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
F1 Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
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
W1 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ 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 Site A-1
Maintenance/Stabilization
Toby Creek
® PER
® Corps
10
15
® P [-IT
Activities
E:1INT
® DWQ
S2 — Impact Site A-2
Maintenance/In-Stream
UT to Toby
® PER
® Corps
4
30
® P ❑ T
Structures
Creek
❑ INT
® DWQ
S3 - Impact Site B
Maintenance/In-Stream
UT to Toby
® PER
® Corps
6
37
® P ❑ T
Structures
Creek
❑ INT
® DWQ
S3 - Impact Site B
Impervious dike and pumped
UT to Toby
® PER
® Corps
6
10
❑ P ® T
diversion
Creek
❑ INT
® DWQ
S4 - Impact Site C
Maintenance/In-Stream
UT to Toby
® PER
® Corps
4
28
® P ❑ T
Structures
Creek
❑ INT
® DWQ
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

3h. Total stream and tributary impacts 120
3i. Comments: The proposed project will result in no net loss of waters of the US.
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.
Open water
impact number —
Permanent (P) or
Tempora T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P❑T
02 ❑P[IT
03 ❑P❑T
04 ❑ PEI T
4E Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
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:
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El 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 T
impact
required
B1 ❑P❑T
El Yes
❑ No
B2 ❑ PEI T
El Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
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 stabilization/maintenance activities and will follow specific stream stabilization
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
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0 % (No impervious added)
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
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
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project objective is to repair current erosion and stabilize the stream channel in order prevent future erosion from
occurring on the subject property and protect infrastructure. 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?
El 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?
F[:] 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: The project meets FEMA requirements, because the impacts are
not effecting the floodplain or floodway widths
8c. What source(s) did you use to make the floodplain determination? FIRM Panel 4576 (Effective March 2, 2009); Flood Risk
Information System (FRIS)
Gam—
Chris Tinklenberg, PWS
4/13/2017
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 Repairs on Toby Creek
W TER Kimley>>>
Horn
Charlotte, Mecklenburg County, NC
April 2017

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Charlotte, Mecklenburg County, NC
April 2017

LEGEND FOR EXISTING CONDITIONS
SYMBOLS CHARLOTTE
BORN OF BANK (TOE) — — — — - —
OREM DITCH OR BBAN01
EDGE OF ROADWAY --------- ____
DOSING Q SANITARY SEWER
GROUND PROFILE
W TER
PROPERTY UNE
EXISTING RIP - RAP
TOP OF BANK (TOB) - - -
TREE t BUSH Q O
Min OF TOPOGRMMC SURVEY !• T� J• 1• [i
LEGEND FOR PROPOSED PLAN
PROPOSED BOULDER TLE
PROPOSED BOARDWALK
PROPOSED STEP POOL
PROPOSED THALWEG
PROPOSED RP RAP
LEGEND FOR PROPOSED PROFILE
M
LEGEND FOR EROSION CONTROL
PROPOSED LMT OF DISNIBNICE LOD
PROPOSED TMPGRARY SILT FENCE
PROPOSED MARY CONSTRUCTION ENTRENCE/DOT—
NOTE: LINE WEIGHTS ARE NOT DELINEATED HERE. THEY ARE CONTROLLED THROUGH CLTWaMr PLOTSTYLE.
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: 06-09-2016
CONTRACTOR:-
INSPECTOR: -
INSIDE CHARLOTTE: M YES I ) NO:
TOPO NO: -
CHARLOTTE, NORTH CAROLINA
STREAM[ BANK REPAIRS ON TOBY
CREEK UPSTREAM OF CHANCELLOR RD
SI EBANDIC
ML AREA
DRAFT
VICINITY MAP
UNIVERSITY OF NORM CAROLINA
GRAPHIC SCALE IN FEET
0 500 1000 2000
>A A A
RiJ. AFEAOS
Sheet Number
Sheet Title
COVER SHEET
02
GENERAL NOTES
&k�U-P�
03
CONSTRUCTION ACCESS
04
SITE A PLAN AND PROFILE
OS
SITE B AND C PLAN AND PROFILE
06
CROSS SECTIONS
07-09
DETAILS
Kimley * Horn
NC LICENSE NF -0102
200 SOUTH TRYON STREET. SUITE 200, OHARLOTTE, NC 28202
PHONE: [phone]
WWW.KIMLEY-HORN.COM
PROGRESS SET
[\0- '-OV'STFI.--TCN
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
APPROVALSEAL
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: 2015001369
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 LINES 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.
SI TE /E ASEM E N T:
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 PUBLIC INFRASTRUCTURE IN THE VICINITY OF THE TEMPORARY
CONSTRUCTION ENTRANCE/EXIT SHALL BE REPAIRED TO THE SATISFACTION OF THE
OWNER. THE TEMPORARY CONSTRUCTION ENTRANCE/EXIST SHALL BE REMOVED AND
RETURNED TO THE ORIGINAL CONDITION OR BETTER AT THE END OF USE.
EROSION CONTROL:
TOTAL AREA DISTURBED = 0.77 ACRES
SOIL TYPES: MONACAN (Mo).
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.
CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A RAIN GAUGE ON THE PROJECT SITE
AND FOR RECORDING DAILY RAINFALL AMOUNTS DURING CONSTRUCTION.
SILT FENCE SHOULD BE LOCATED BETWEEN THE HAUL ROAD AND STREAM WHERE HAUL
ROADS ARE LOCATED NEAR A SECTION OF STREAM THAT WILL NOT BE WORKED ON AS
PART OF THIS PROJECT, OR WILL NOT BE WORKED ON WITHIN A WEEK OF CONSTRUCTING
THE HAUL ROAD.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED FOR MAINTENANCE ISSUES
AFTER EVERY RAINFALL. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
LOCAL OR NCDENR EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
STAGING, STOCKPILES AND HAUL ROAD AREAS:
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. SEEDED AREAS SHALL BE
SPECIFIED AREAS SHOWN ON THE PLANS HAVE BEEN ESTABLISHED AS ACCESS AND
CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS
STAGING AREAS, THE CONTRACTOR SHALL ESTABLISH STOCKPILE AREAS ALONG THE
NECESSARY TO OBTAIN A DENSE STAND OF GRASS. ALL DISTURBED AREAS THAT ARE NOT
PROJECT, AS NECESSARY, TO CARRY OUT THE WORK, ALL STOCKPILE AREAS MUST BE
OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY
INSIDE THE LIMITS OF DISTURBANCE AS SHOWN ON THE GRADING PLAN SHEET AND
IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENT CONTROL REGULATIONS. PERMANENT
APPROVED BY THE DESIGNER. ADDITIONAL STOCKPILE AREAS SHOULD NOT BE LOCATED
SEEDING AND GRASS ESTABLISHMENT 15 REQUIRED PRIOR TO PROJECT COMPLETION AND
WITHIN FORESTED AREAS. SILT FENCE SHALL BE REQUIRED IN AREAS WHERE LOOSE
ACCEPTANCE.
SOIL HAS BEEN PLACED IN THE STAGING AND STOCKPILING AREAS.
Partridge Pea
Chamaecrista fasciculate
CONTRACTOR SHALL PROVIDE GROUND STABILIZATION ON PERIMETER AREAS AND EXPOSED
EXISTING GRADE ELEVATIONS WITHIN THE 100 YEAR FLOODPLAIN SHALL NOT BE RAISED
SLOPES GREATER THAN 3:1 WITHIN 7 DAYS AND WITHIN 14 DAYS IN ALL OTHER AREAS.
AS PART OF THIS PROJECT UNLESS SHOWN. ANY EXCESS MATERIAL MUST BE
Redtop Panicgrass
TRANSPORTED OFFSITE TO AN APPROPRIATE DISPOSAL AREA.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 21
River oats
DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO
THE CONTRACTOR IS TO MINIMIZE IMPACTS TO EXISTING VEGETATION AT THE
LONGER NEEDED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE
CONSTRUCTION ENTRANCE AND HAUL ROAD AREAS AND MUST REQUEST APPROVAL FROM
DEPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
THE OWNER OR DESIGNER PRIOR TO REMOVING ANY TREES WITH TRUNK DIAMETER
FURTHER EROSION AND SEDIMENTATION.
GREATER THAN 3" AS MEASURED AT CHEST HEIGHT.
Little Bluestein
Schizachyrium scoparium
CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS
MATERIALS:
FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. WHERE SEDIMENT IS
THE UPPER 6" OF TOPSOIL SHALL BE SAVED FROM THOSE AREAS THAT WILL BE
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
DISTURBED BY EXCAVATION, FILL, HAUL ROADS, OR COMPACTION EQUIPMENT. TOPSOIL
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL
SHALL BE KEPT SEPARATE FROM ANY SITE SPOIL. UPON COMPLETION OF
AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS
CONSTRUCTION, TOPSOIL WILL BE SPREAD AT A DEPTH OF 4" OVER AREAS TO BE
MANNER.
PLANTED. SEE PLANTING NOTES FOR ADDITIONAL INFORMATION.
4%
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 SHALL BE LEGALLY TRANSPORTED OFFSITE OR TO APPROVED ON—SITE
SPOIL AREA. 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 SECTIONS MOORESVILLE REGIONAL OFFICE AT (704)
663-1699 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 N07 ANTICIPATED THAT
EXCESS SOIL MATERIAL WILL NEED TO BE TRANSPORTED OFF—SITE AS PART OF THIS
PROJECT.
CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL ACCESS LOCATIONS PER THE
PLANS AND SPECIFICATIONS. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN
COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT
SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL
APPLICATION.
ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION
DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
ACCEPTABLE METHOD OF CLEANING.
DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR
THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL TEMPORARY SOIL
STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT
SITE.
ALL HAUL ROAD LOCATIONS ONSITE MAY BE ADJUSTED IN THE FIELD TO PROTECT EXISTING
TREES LARGER THAN 3" DBH. THE FINAL STAKING OF THE HAUL ROADS SHALL BE
APPROVED BY THE DESIGNER BEFORE CLEARING COMMENCES.
EROSION CONTROL (CONTINUED):
SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, TEMPORARY SILT CHECK DAMS, SEDIMENT
BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS
A FIRST STEP IN ANY LAND—DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE
UPSLOPE LAND DISTURBANCE TAKES PLACE.
STABILIZATION MEASURES SHALL BE APPLIED TO STRUCTURES SUCH AS DAMS, DIKES AND
DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING
ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THE PLANS BUT NECESSARY 70
CONTROL EXCESS SEDIMENT, IF DETERMINED TO BE NECESSARY BY THE DESIGNER.
GENERAL SEQUENCE:
THE CONTRACTOR SHALL CONSTRUCT NEW CHANNEL SECTIONS TO A STABLE FORM BEFORE
MOVING OUT OF THE WORK AREA. A STABLE FORM SHALL INCLUDE, BUT IS NOT LIMITED TO
THE COMPLETE INSTALLATION OF IN STREAM STRUCTURES, EROSION CONTROL MATTING, AND
TEMPORARY VEGETATION.
PERMANENT VEGETATION SHALL BE INSTALLED IN CONJUNCTION WITH TEMPORARY SEEDING IF
CONSTRUCTION IS PERFORMED DURING THE SEASON SPECIFIED IN THE DRAWINGS AND
SPECIFICATIONS, PERMANENT VEGETATION SHALL BE INSTALLED DURING SPECIFIED PLANTING
SEASONS.
CONSTRUCTION SURVEY,
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, CUTLINES OR ANY HAUL ROADS.
TREE PROTECTION:
TREES GREATER THAN 3" DBH OUTSIDE THE CUT LINE ARE NOT 70 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 MATH TREE
PAINT. SPREAD PEAT MO55 OR MOIST TOPSOIL OVER EXPOSED ROOTS.
• REPAIR DAMAGE TO BARK BY TRIMMING AROUND DAMAGED AREA, TAPER THE
CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.
• CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR
MAIN BRANCH. USE A SEPARATE CUT TO AVOID PEELING BARK FROM HEALTHY
AREAS OF THE TREE.
• REFER TO THE NCDENR EROSION CONTROL MANUAL FOR MORE INFORMATION.
CONSTRUCTION SEQUENCE: TRAFFIC CONTROL:
1. THE SURVEYOR SHALL SET/STAKE THE PROPOSED STREAM CENTERLINE 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 HANDBOOK (WATCH). WORK IN THE RICHT-OF-WAY OR
WILL BE PROVIDED TO THE SURVEYOR FROM WHICH TO LAY OUT THE LOCATION OF STATE SYSTEM STREETS MAY REQUIRE ADDITIONAL TRAFFIC CONTROL PROVISIONS. REFER
PROPOSED IMPROVEMENTS. THE ENGINEER RESERVES THE RIGHT TO ADJUST THE T
LOCATION OF THE PROPOSED STRUCTURES, BREAKLINES OR CUT LINES DURING O NCDOT WORK ZONE TRAFFIC CONTROL PROGRAM, MUTCD AND NCDOT STANDARD
CONSTRUCTION. DRAWINGS.
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 INSTALLATION 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 PLANS.
PLANTING NOTES:
1) ALL GRADED AREAS SHOULD BE RAKED/ROUGHENED (A MINIMUM OF 5"), SEEDED
(RIPARIAN MIX AND TEMPORARY). STRAWED. 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 STRAWED. 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 REQUIRED FOR ALL UTILITY CROSSINGS. SHEETING SHALL BE
INSTALLED AS REQUIRED TO PROTECT EXISTING UTILITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO ANY UTILITY
LINES DURING THE CONSTRUCTION PROCESS.
THE CONTRACTOR SHALL FOLLOW OSHA GUIDELINES AND UTILITY OWNER GUIDELINES
WHEN WORKING NEAR UTILITIES.
THE CONTRACTOR SHALL CALL THE "CONTACT ONE—CALL CENTER" BY DIALING 811 OR
1-800-632-4949 BEFORE DIGGING.
Riparian Mix (30 lbs/acre)
Blackeyed Susan
Rudbeckia hirta
20%
Soft Rush
Juncus effuses
10%
Fox sedge
Carex vulpindoidea
30%
Deertongue
Panicum clandestinum
8%
Partridge Pea
Chamaecrista fasciculate
30%
Pennsyvainla Sedge
Carex pensyvanica
5%
Redtop Panicgrass
Panicum rigidulum
5%
River oats
Chasmanthiuin latifolium
5%
Broomsedge
Andropogon virginicus
5%
Golden Tx:kseed
Coreopsis tinctoria
5%
Little Bluestein
Schizachyrium scoparium
5%
Riverbank W ildrye
Elymus riparius
2%
Switchgrass
Panicum vlrgatum
2%
Sideoats Grama
Bouteloua curtlpendula
q%
Blue Gram
Bouteloua gracilis
4%
Upland/Sewer Easements (151bs/acre)
Sideoats Gram
Bouteloua curtipendula
25%
Blue Gram
Bouteloua gracilis
25%
Little Bluestein
Schizachyrium scoparium
15%
Partridge Pea
Chamaecrista fasciculata
30%
River oats
Chasmanthium latifolium
8%
Blackeyed Susan
Rudbeckla hirta
8%
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 REQUIRED FOR ALL UTILITY CROSSINGS. SHEETING SHALL BE
INSTALLED AS REQUIRED TO PROTECT EXISTING UTILITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO ANY UTILITY
LINES DURING THE CONSTRUCTION PROCESS.
THE CONTRACTOR SHALL FOLLOW OSHA GUIDELINES AND UTILITY OWNER GUIDELINES
WHEN WORKING NEAR UTILITIES.
THE CONTRACTOR SHALL CALL THE "CONTACT ONE—CALL CENTER" BY DIALING 811 OR
1-800-632-4949 BEFORE DIGGING.
Temporary Seeding (130 IlWacre)
Aug 15 - May 15
Rye Grain
Secale cereale
75%
Wheat Grass
Triticum aestivum
10%
Annual Rye
Lolium multiRorum
10%
Browntop Millet
Utochola ramose
5%
May 26 - Aug 14
&awntop Millet
Utochola ramosa
80%
Rye Grain
Seale cereale
10%
Annual Rye
Lolium multiflorum
10%

M-W-bu,y C—ty
PIN/ 4926104
DB 24338; PG 018
��\\``_�'^�� PB 7: PC 803
SITE B AND C LIMITS OF/ _1 10E—Z3C✓r— Trr��7
TOPOGRAPHIC SURVEY l— - —
262' — 183_RC, 1
� A l
PROPOSED TEMPORARY
CONSTRUCTION ENTRANCE '
I
\ \
LIMITS OF DISTURBANCE
DISTURBED AREA: 0.77 ACRES
PROPOSED TEMPORARY
CONSTRUCTION EASEMENT
! C0/YTRACrOR TO PROTECT
CONCRETE GREENWAY WITI/
\ PLYWOOD OR SIMILAR FOR
\ TEMPORARY CROSSING
PROPOSED CONCRETE
GREENWAY TRAIL BY OTHERS
0Op9�
CONTRACTOR TO UTILIZE AREA
BETWEEN LIMITS OF DISTURBANCE — � — _ _ —
,' I I A \\ 1\ \ i'.' �/ 3 % — — — — — AND CREEK AS STAGING AREA = �— �_ �_ _ __ —
—_
SITE B AND C \ ��
PROPOSED BOARDWALK
BY OTHERS
CONTRACTOR TO UTILIZE / J1 RanOdph—
' AREA BETWEEN LIMITS OF
\ DB 22333[ PO 180
DISTURBANCE AS HAUL ROA j PC 7. PC 769
/ sic r I J
FENCE
M-W—b. g Caanty
DB 49549PCD494—
/�' PB 23: PG 957
APPROXIMATE PROPERTY LINES
ice—
\ McCkIMbll CntY
/ // / U / ' j / /' / _ \ \ \ ! \
\ PIN{ 492ou
8302 \9i,�`/—
\ DB 7415: PG 9-
\1 PB 23: PC
WE A
i---1\ I /I . 1.%• �� — � �' PNS eum( / / / // / / ' / � \\\ \ �\\\\ `\ � 11 � /�/ _ �\ ///' // / � � J i��
DBPC
,W PC TOWS
SITE A UMTS OF TOPOGRAPH/C SURVEY_J 1
CHARLOTTE CHARLOTTE WATER
WLTER
CHARLOTTE, NORTH CAROLINA
NOTE: Job Na Fla No,
PROPERTY LINES BUILDINGARE AND N FROM
M GIS DAT AND USED FOR OUTSIDE OF u,11T5 OF Sca„a CONSTRUCTION ACCESS
TOPOGRAPHIC AIROiY ARE TAKEN FROM GIS DATA AND USED FOR REFERENCE.
PLAN A5 NOTED FOR
PROFRERl, AS NOTED STREAM BANK REPAIRS ON TOBY CREEK
OGRAP2 IC SCALE IN FEET Veld AS NOTED UPSTREAM OF CHANCELLOR RD
2/15/2017
\ \ Z
A. Built Data
i/ / / 11 \, 1 a�wiw KJi CONTRACTOR COMMENTS BDD DMP GMS MAS Snz 1

PROPOSED BOARDWALK /
BY OTHERS J
(IN CONSTRUCTION)
Z
��3 6
NOTE:
CONTRACTOR SHALL SEED (WITH BOTH RIPARIAN AND TEMPORARY SEED MIXES),
STRAW, AND MAT ALL DISTURBED AREAS WITHIN THE STREAM BANK
LIMITS/GRADED AREA.
CONTRACTOR SHALL SEED (WITH BOTH UPLAND AND TEMPORARY SEED MIXES)
AND STRAW ALL OTHER AREAS WITHIN LIMITS OF DISTURBANCE AFTER
CONSTRUCTION 15 COMPLETE.
CONTRACTOR TO REMOVE ONLY DESIGNATED TREES. OTHER TREES MAY BE
REMOVED WITH ENGINEER'S APPROVAL.
10+00 10+50 11+00
EXISTING PROFILE A
Hor. Scale:l "=10'
Vert. Scale: 1"=1'
ss v\vvv` o�
PROPOSED BOULDER
S �!
STEP -POOL (T-rp)
\ } \ \\\ \ O
PROPOSED RIP ° <
RAP FILL 0\� °o\ i CONTRACTOR TO FILL AROUND SEWER PIER WITH
12 CY OF 8"-12" RIP RAP AND 351 CY SOIL
50 PIER IS AT EDGE OF FILLED BANK AND
PROTECTED WITH RIP RAP
a�-
�� LOO r
-LOO CLOD
EXPOSED 18'RCP PIPE'/ -,\b.
EXISTING PLAN A
Jv \ •1�'3Di�\�
1 � 011
p0�
CHARLOTTE CH/
N. I Dale I By.,I Revision
�pN
NL
GRAPHIC SCALE IN FEET
0 5 10 20
APPROXIMATE
LOCATION
OF
616
P POSED
IARDWALK
616
TIE
R/PRAP To
FILL
EXIST
NG 18' Ss
TA:
PLACED
BY GREE
WAY
0+5
.80 SEWER
rOP
615
CONTRACTOR
OF PI
E ELEV: 61
.03
615
N
O �p
614
A
a'
N N
614
+
O
613
1\
D
Q�
H
V W
1
W
M N613
O
UJ
II
< w
N W
612
<
�"
N
61
O
6111
Q
V)
�
W
PROPOSED
GRADE
611
A
CENTERLINE
li
�
o
610
TIE INT2
610
AREA UNDER
TOBY
£EK
GREENWA
YBOARDWALK
HAS BEEN
F7LLEDiBY
6091
CREENWAY
CONTRACTOR
609
608
608
PROPOSED
SACKFILj.
OF
RIP RqP,
457 STONE,
AND NATURAL
MATERIAL
EXIS
NG WATER
RFACE
SEE SANITARY
SEWER
ELEv:
608.51
SUPPORT
D
TAIL
1
607
PROPOS £
BOULDER
STEP-
OOL (TYP.
606
606
10+00 10+50 11+00
EXISTING PROFILE A
Hor. Scale:l "=10'
Vert. Scale: 1"=1'
ss v\vvv` o�
PROPOSED BOULDER
S �!
STEP -POOL (T-rp)
\ } \ \\\ \ O
PROPOSED RIP ° <
RAP FILL 0\� °o\ i CONTRACTOR TO FILL AROUND SEWER PIER WITH
12 CY OF 8"-12" RIP RAP AND 351 CY SOIL
50 PIER IS AT EDGE OF FILLED BANK AND
PROTECTED WITH RIP RAP
a�-
�� LOO r
-LOO CLOD
EXPOSED 18'RCP PIPE'/ -,\b.
EXISTING PLAN A
Jv \ •1�'3Di�\�
1 � 011
p0�
CHARLOTTE CH/
N. I Dale I By.,I Revision
�pN
NL
GRAPHIC SCALE IN FEET
0 5 10 20

s
ala ata BIR
30+00 30+50 30+70
EXISTING PROFILE C
Hor. Scale:l "=10'
Vert. Scale: 1"=1
_ TSE
I I \
I \ \
I'
- // STTE C I / I\
R� 6.o1zs
/
'3jL � OOT
1 001
NOTE: / - -----
CONTRACTOR SHALL SEED (WITH BOTH RIPARIAN AND TEMPORARY SEED MIXES),
STRAW, AND MAT ALL DISTURBED AREAS WITHIN THE STREAM BANK
LIMITS/GRADED AREA.
CONTRACTOR SHALL SEED (WITH BOTH UPLAND AND TEMPORARY SEED MIXES)
AND STRAW ALL OTHER AREAS WITHIN LIMITS OF DISTURBANCE AFTER
CONSTRUCTION IS COMPLETE. \
CONTRACTOR TO REMOVE ONLY DESIGNATED TREES. OTHER TREES MAY BE
REMOVED WITH ENGINEER'S APPROVAL.
J 1 I I
o�
APPRC
XIMATEPROPOSED
618
G EXISTI 4G
nt
618
WALK LOC
f TION
617
F EXISTI G
CEN LINE
617
-FIE' INTO
EXIST/NG
ROUND
6
617
616
616
615
PROP
SED RIPR
P (SEE
615
614
615
AND
EPTH)
614
613
I
I
I
613
EXIST
NIG 18' SS I
STA
30+11.29
<
�n
A>
WER TC
E
P OFPIPE
V: 612.16
a 1O
+.
o
612
o+�
>11
It
An
619
I
aw
I 1\
alb
I I\
w
a�
611
m
611
613
/l
o
TIE INTO
TOBY CREEK
EXISTING
3R E
J
/ 1
�
610
1
\
CENTERLI
E
610
o u>
v
+o
\
\\
WATER SURFACE
609
608
r/r
EXIST
ELEV 61G.89
609
608
30+00 30+50 30+70
EXISTING PROFILE C
Hor. Scale:l "=10'
Vert. Scale: 1"=1
_ TSE
I I \
I \ \
I'
- // STTE C I / I\
R� 6.o1zs
/
'3jL � OOT
1 001
NOTE: / - -----
CONTRACTOR SHALL SEED (WITH BOTH RIPARIAN AND TEMPORARY SEED MIXES),
STRAW, AND MAT ALL DISTURBED AREAS WITHIN THE STREAM BANK
LIMITS/GRADED AREA.
CONTRACTOR SHALL SEED (WITH BOTH UPLAND AND TEMPORARY SEED MIXES)
AND STRAW ALL OTHER AREAS WITHIN LIMITS OF DISTURBANCE AFTER
CONSTRUCTION IS COMPLETE. \
CONTRACTOR TO REMOVE ONLY DESIGNATED TREES. OTHER TREES MAY BE
REMOVED WITH ENGINEER'S APPROVAL.
J 1 I I
20+80 21+00 21+50 21+70
EXISTING PROFILE B
Hor. Scale:l "=10'
Vert. Scale: 1"=1'
vol I i
SCE c�
LOD I / 009'F
ops �y
III i cs / PROPOSED G01y 3�
1 \ - STEP -POOL (TYP.)
I may- PROPOSED BOARDWALK
(I OTHERS
EXPOSED 18 -RCP PIPE GO1 J(IN CONSTRUCTION)
I
I ,I ; ; God//
\ SITE B o
0
ODA
1 r /
� \11II
EXISTING PLAN B AND C
j IPROPOSED II I FILL
(SEE STEP PIA STEP -POOL DETA/LKFOR
/rr Jr SIZE AND DEPTH) y
111 III 11 1 �
1Bonen KJH CONTRACTOR COMMENTS
Na. Dale By ReVirro
GRAPHIC SCALE IN FEET
0 5 10 20
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
scol„ SITE B AND C PLAN AND PROFILE
PLAN AS NOTED FOR
PROFILEAS NOTED
H". AS BANK REPAIRS ON TOBY CRE
Vat As NOTED UPSTREAM OF CHANCELLOR RD
GMS I MAS
APPRC
XIMATEPROPOSED
BOAR
WALK LOC
f TION
617
617
6
616
615
615
�n
A>
o+�
>11
An
61
alb
w
a�
m
613
a?
613
EXISTING
3R E
J
AT EXIST114G
CENTERLI
E
o u>
v
+o
EXIST
NG WATER SURFACE
6111
1 TIE To IST/NG
ELEV.
609.92
611
PROPOSES RIPRAP
EE
I
SM'
-POOL DETAIL FOR
/ZE
610
610 1
PROPO ED GRADE
AT
609
EXISTffif CENTER
NE
609
EXISTING
18' S STA: 21+
4.96
SEVER
TOP OF IPE ELEV: 6
1.93
TlE INT
TOBY CREEK
6
6
PROPOSED BACKFI
OF
____
RIP P, /57 S
ONE,
AND NA URAL MATERIAL'
SEE SANITARY S
WER
PROPOSED BOULDER
607
UPPORT
TAIL
STEP -POOL (
P.)
607
20+80 21+00 21+50 21+70
EXISTING PROFILE B
Hor. Scale:l "=10'
Vert. Scale: 1"=1'
vol I i
SCE c�
LOD I / 009'F
ops �y
III i cs / PROPOSED G01y 3�
1 \ - STEP -POOL (TYP.)
I may- PROPOSED BOARDWALK
(I OTHERS
EXPOSED 18 -RCP PIPE GO1 J(IN CONSTRUCTION)
I
I ,I ; ; God//
\ SITE B o
0
ODA
1 r /
� \11II
EXISTING PLAN B AND C
j IPROPOSED II I FILL
(SEE STEP PIA STEP -POOL DETA/LKFOR
/rr Jr SIZE AND DEPTH) y
111 III 11 1 �
1Bonen KJH CONTRACTOR COMMENTS
Na. Dale By ReVirro
GRAPHIC SCALE IN FEET
0 5 10 20
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
scol„ SITE B AND C PLAN AND PROFILE
PLAN AS NOTED FOR
PROFILEAS NOTED
H". AS BANK REPAIRS ON TOBY CRE
Vat As NOTED UPSTREAM OF CHANCELLOR RD
GMS I MAS

SITE A CROSS-SECTIONS
NOT TO SCALE
10+20
10+60
10+70
620__._
-
_-- -____. .______
_._._____..—
I
... ._........-
620
...:....._.
..........
._._........ ...
._._-----
620
610.._
'___.
610
__...
610
____... �'� ......__ _ __.�..__.._
-.___. -_
_ �
........ _—
_.—_— �___ .___—___ ._.
61D
610
„— -
605
600
__.._._.
_.__.._ _.___
- __. _. ___.___.
�._...__._.. _.._.__---- i._._._..... ____..—
600
595595
__+
_._._..__.__._.
Soo
',.
so
-50 -40 -30 -20 -10 0 110 20 30 40 5D
10+80
SITE B CROSS-SECTIONS
NOT TO SCALE
21+00
620 r_.._ _— _ _i__. ---------------------- ...__. _._ J _ _ _ - _.... 620
Eos 50 -40 -30 -20 -10 0 10 20 30 40 50805
21+20
620
-
_-- -____. .______
--_....__.. __..A.
____ ..____
....._.�._._..
...:....._.
..........
._._........ ...
._._-----
620
610.._
'___.
610
__...
._..—m-�
__._._ T.__-_--
__-
--.._.._.__
610
610
„— -
605
...1......
_.._
soo.........
___._. __— __.._. _
_....._
L.__._.._ _._._.
__+
_._._..__.__._.
Soo
595
so
40 30 -20 10
0 10
20 30
40
505
20
SITE B CROSS-SECTIONS
NOT TO SCALE
21+00
620 r_.._ _— _ _i__. ---------------------- ...__. _._ J _ _ _ - _.... 620
Eos 50 -40 -30 -20 -10 0 10 20 30 40 50805
21+20
620
-
.._;__-
__—___.
___.___
....._.�._._..
...:....._.
..........
._._........ ...
._._-----
620
610.._
'___.
....__
__...
._..—m-�
�� '..__
'�._
___..____......___.__
610
„— -
605
...1......
_.._
–..._
_
,___
I
- --
605
-50
-40
-30
-20
-10
0
10
20
30
40
50
620
610
600
595
21+40
CONTRACTOR C(
Revision
620
610
Boo
595
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
Jab Na Fie No.
5ocl.s CROSS SECTIONS
PLAN AS NOTED FOR
PROFILE AS NOTED
Nor, 57 -REAM BANK REPAIRS ON TOBY CREEK
Vert AS NOTED UPSTREAM OF CHANCELLOR RD
2/15/2017
A. Built Data
5bee1 Oi
BDD DMP GMS MAS OG 9
Surveyed By Designed By Drawn By Projeot-Engr Approved By Dote
_
T
f
...1......
_.._
–..._
_
,___
I
- --
.................
......_
............
_—
50 -40
-30
-20
-10
0
10
20
30
40 5(
CONTRACTOR C(
Revision
620
610
Boo
595
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
Jab Na Fie No.
5ocl.s CROSS SECTIONS
PLAN AS NOTED FOR
PROFILE AS NOTED
Nor, 57 -REAM BANK REPAIRS ON TOBY CREEK
Vert AS NOTED UPSTREAM OF CHANCELLOR RD
2/15/2017
A. Built Data
5bee1 Oi
BDD DMP GMS MAS OG 9
Surveyed By Designed By Drawn By Projeot-Engr Approved By Dote

EXISTING GRADE)
SUPPORT SS PIPE DURING
INSTALLATION OF BOULDER STEP
POOL AND #57 STONE BEDDING
2'-12" RIP RAP
(MINIMUM 2" OVER PIPE)
24" BOULDERS SILLS
SEE DETAIL XX
SEE PLANS} —
NON—WOVEN TYPE II FILTER
FABRIC (BEHIND STEPS)
STONE COMPACTED IN 6" LIFTS
D TAMPED IF INSUFFICIENT SPACE
MECHANICAL COMPACTION)
SANITARY SEWER BEDDING AND SUPPORT
Not to Scale
COMPACTED BACKFILL
BANKFULL
— — — —ELEVATION
AM FLOW PER PLAN
STREqqq _
"A' MIN.
T li
BACKFILL W/ "A"x•B" DEEP
GRADATION OF •C" RIP RAP,
#57 STONE AND NATURAL
MATERIAL
.F„
NON—WOVEN TYPE II FILTER PRE—FORMED SCOUR HOLE. "E" MI ON OUB. LDERS
FABRIC (BEHIND STEPS) HEADER ELEV. (TYP.)
BACKFILL W/ •D" DEEP
GRADATION OF "C" RIP RAP,
%57 STONE AND NATURAL
MATERIAL
PER_PRBFILIi—
STREAM
SECTION A -A
EXISTING GROUND
LABEL
APPLY COIR FIBER MATTING
UNIT
A
SEE DETAIL
_ SEE PLANS
SEE PLANS
SEE PLANS
3
FEET
PROTECT TOE OF BANK WITH
"F• RIP RAP AND BACKFILL
2 — 12
INCHES
D
BANKFULL
r
E
ELEVATION
PER PLANS
"GRIP RAP, PLACE LARGER BOULDERS
o
12 — 14
INCHES
AS FOOTER ROCKS (PLACE FOOTER
NON—WOVEN TYPE II
oF,
8 ,s ;,
H
ROCKS BELOW BOTTOM ELEVATION
FILTER FABRIC
•H"
OF CHANNEL). BOULDERS ARE TO
(TYP.) BE APPROVED BY DESIGNER PRIOR
TO INSTALLATION.
KEY STEP INTO
EXISTING BANK
"E" MIN. BOULDERS
FILL GAPS WITH RIP
RAP
SECTION A -A
'BACKFILL AND RIFFLE MATERIAL
1"-12• RIP RAP 6016
7 STONE 20%
% IS MEASURED BY VOLUME
STEP -POOL STRUCTURES
Not to Scale
I ^a I u— I ny
nppro
DIMENSION CHART
LABEL
VALUE
UNIT
A
25
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
1"-12• RIP RAP 6016
7 STONE 20%
% IS MEASURED BY VOLUME
STEP -POOL STRUCTURES
Not to Scale
I ^a I u— I ny
nppro

/ 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 WITH
LIVE 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
"C"
EROSION CONTROL BACKFILL
MATTING—N".
ANCHORS ON
"B" CENTERS—
STREAM
MATTING IN
TRENCH
DIRECTION
OF FLOW
FLOODPLAIN /EXISTING
GROUND
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"
A
ANCHOR TRENCH
ON "D" CENTERS
ANCHOR OVERLAP
ON "D" CENTERS
"C" OVERLAY
PLAN VIEW
NOTES:
1. IN AREAS TO BE MATTED, ALL
SEEDING, SOIL AMENDMENTS, AND
SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS
PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
ON "B" CENTERS
ANCHORS (TYP)
3\ EROSION CONTROL MATTING
Not to Scale
STREAM CHANNEL
BRIDGE MAT
* SURFACE FLOW
A W DIVERSION
1
,SPIKES EVERY 2 FT
LENGTH AS NEEDED
CHAIN
WIDTH AS NEEDED
STAGGERED ENDS
DIMENSION CHART
TO GRIP BANK
LABEL
VALUE
UNIT
A
6
INCHES
B
3
FEET
C
16
INCHES
D
1
FEET
E
1
FEET
MATTING IN
TRENCH
DIRECTION
OF FLOW
FLOODPLAIN /EXISTING
GROUND
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"
A
ANCHOR TRENCH
ON "D" CENTERS
ANCHOR OVERLAP
ON "D" CENTERS
"C" OVERLAY
PLAN VIEW
NOTES:
1. IN AREAS TO BE MATTED, ALL
SEEDING, SOIL AMENDMENTS, AND
SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS
PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
ON "B" CENTERS
ANCHORS (TYP)
3\ EROSION CONTROL MATTING
Not to Scale
STREAM CHANNEL
BRIDGE MAT
* SURFACE FLOW
A W DIVERSION
1
,SPIKES EVERY 2 FT
LENGTH AS NEEDED
CHAIN
WIDTH AS NEEDED
STAGGERED ENDS
TO GRIP BANK
1/4 SUPPORT
SUGGESTED HARDWOOD
ON OUTER SUPPORT
THREADED ROD
p 2'-3' TYP
EVERY 3 FT
SURFACE FLOW
1. PREDRILL AND INSET 3/4" THREADED
SURFACE FLOW
STEEL RODS EVERY 3' AND SECURE WITH
AT LEAST ONE NUT.
2. NAIL INDIVIDUAL TIMBERS TOGETHER EVERY
B' TO 12" SPIKES
2' WITH B" TO 12" BARN SPIKES
GRIP DRAG CHAIN.
RECOMMENDED
BRIDGE MAT
RECOMMENDED
1/4 SUPPORT
AA
1/4 SUPPORT
p 2'-3' TYP
SURFACE FLOW
L
SURFACE FLOW
DIVERSION
DIVERSION
STREAMBANK
B' TO 12" SPIKES
VARY TIMBER SIZE
SURFACE FOR
GRIP DRAG CHAIN.
EVERY 2 FTUNEVEN
. gfh��'
IMPROVED TRACTION
CHOSEN TIMBER WITH SIZE
SECTION A -A
AND STRENGTH TO SUPPORT
CONSTRUCTION EQUIPMENT
4 TEMPORARY STREAM/DITCH CROSSING
Not to Scale
No. I Date I By Revision
.un .n•or.nnu ov vxi�r.._,.nw., .un .R.,nxn-c gun �.�� oc v.,,..v �. �..o.. nv rn ".m w_..rv»., .un .R,.,,.m< iur
1ppro

LIVE STAKE ON EARTH)
LIVE STAKING ZONE
"G" FROM WATER
SURFACE AS
MEASURED ALONG
SLOPE
SECTION VIEW
INSTALL WOVEN COIR FIBER MAT
COMMOM NAME
WTANICAL NAME
OVER SEED OR SOD
FLAT TOP END
SALUX SERUCEA
24' O.C.
�
ESTABLISHED PLANT SHOWN
24' O.C.
ELDERBERRY
SAMBUMS CANADENSUS
24" O.C.
P
FOR INFORMATION ONLY
LATERAL BUD 4
I-
1/2 - 2
GROUND
SURFACE
F
2 - 3
INSTALL SPLIT "C" X "C" X
G
14
FEET
DEAD STOUT STAKES PER SPECIFICATIONS
BARK RIDGE
PLANTING TO TOP!
In�
ti
OF RIP RAP (TYP) SIDE BRANCH
"B" LIVE GUTTING
REMOVED 1'
j
(DORMANT)
EXISTING
GROUND
LOW SEASONAL —
WATER TABLE
45' TAPER
RI ITT LAIN
LIVE STAKE ON EARTH)
LIVE STAKING ZONE
"G" FROM WATER
SURFACE AS
MEASURED ALONG
SLOPE
SECTION VIEW
CONTRAC10A TO USE A WMM OF 2 SPECS WTIH NO ONE SPECIES MOX OF TOTAL BTAKER
LNE EfAM AM Y2• TO 2 N ONAElE1 AND T T N LENMH
BLACK WALLOW SPECIES ASE 70 BE SPACED OUf AND NDT GIRO PED
LIVE STAKE DETAL
NOTES:
1. IF USING WOVEN COIR FIBER
MAT. INSTALL LONG STRAW
MULCH BENEATH MAT.
DIMENSION CHART
WOODY VEGETATM - LIVE STAKWG
COMMOM NAME
WTANICAL NAME
SPACING
SILKY WILLOW
SALUX SERUCEA
24' O.C.
SILKY DOGWOOD
CORNUS AMOAIUM
24' O.C.
ELDERBERRY
SAMBUMS CANADENSUS
24" O.C.
BUTTON BUSH
CEPHALANTHUS OCCUDENTALIS
24" O.C.
CONTRAC10A TO USE A WMM OF 2 SPECS WTIH NO ONE SPECIES MOX OF TOTAL BTAKER
LNE EfAM AM Y2• TO 2 N ONAElE1 AND T T N LENMH
BLACK WALLOW SPECIES ASE 70 BE SPACED OUf AND NDT GIRO PED
LIVE STAKE DETAL
NOTES:
1. IF USING WOVEN COIR FIBER
MAT. INSTALL LONG STRAW
MULCH BENEATH MAT.
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
5 LIVE STAKES
Not to Scale
Na I Dote I By

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 3/16/2016
Project/Site: Toby creek
Stream 1
Latitude: 35.293571
Evaluator: Chris Tinklenberg, PWS
County: Mecklenburg
Longitude: -80.744263
Total Points: 43.5
0
1
Stream is at least intermittent
Stream Determination (c'
Other
Harrisburg Quad
2. Sinuosity of channel along thalweg
Ephemeral Intermitten Perennial
e.g. Quad Name:
if >_ 19 or perennial if >_ 30
3
3
A. Geornorphology GeomorphologySubtotal = 25
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
oolsequence
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
3
7. Recent alluvial deposits
0
1
2
3
3
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
0.5
10. Natural valley
0
0.5
1
1.5
1.5
11. Second or greater order channel
No = 0
Yes = 3
3
a artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 11.5
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
1
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
1.5
16.
Organic debris lines or piles
0
0.5
1
1.5
1.5
17.
Soil -based evidence of high water table?
No = 0
0.5
Yes = 3
1.5
3
C. Biology Subtotal = 7
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
0.5
23.
Crayfish
0
0.5
1
1.5
0
24.
Amphibians
0
0.5
1
1.5
0.5
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

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 3/16/2016
Project/Site: UT to Toby Creek
Stream 2
Latitude: 35.293495
Evaluator: Chris Tinklenberg, PWS
County: Mecklenburg
Longitude: -80.744192
Total Points: 28.5
Stream Determination (c'
Other
Stream is at least intermittent
Ephemeral Intermitten Perennial
e.g. Quad Name: Harrisburg Quad
if z 19 or perennial if Z 30
0
1
A. Geomorphology Subtotal = 11
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
1
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
ool se uence
0
1
2
3
1
4. Particle size of stream substrate
0
1
2
3
1
5. Active/relic floodplain
0
1
2
3
0
6. Depositional bars or benches
0
1
2
3
1
7. Recent alluvial deposits
0
1
2
3
2
8. Headcuts
0
1
2
3
2
9. Grade control
0
0.5
1
1.5
0
10. Natural valley
0
0.5
1
1.5
0
11. Second or greater order channel
No = 0
Yes = 3
0
a artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 11.5
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
3
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
0.5
16.
Organic debris lines or piles
0
0.5
1
1.5
0.5
17.
Soil -based evidence of high water table?
No = 0
1.5
Yes = 3
26. Wetland plants in streambed
3
C. Biologv 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:
Groundwater seepage at head -cut
Very strong iron -oxidizing bacteria
Weak geomorph, however, likely experiences perennial flow
due to groundwater influence

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 3/16/2016
Project/Site: UT to Toby Creek
Stream 3
Latitude: 35.293571
Evaluator: Chris Tinklenberg, PWS
County: Mecklenburg
Longitude: -80.744263
Total Points: 33.5
0
1
Stream is at least intermittent
Stream Determination (c
Other
Harrisburg Quad
2. Sinuosity of channel along thalweg
Ephemeral IntermittenPerennial
e.g. Quad Name:
if 219 or perennial if i 30
3
2
A. Geomorphology Subtotal = 15.5
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-
poolsequence
0
1
2
3
1
4. Particle size of stream substrate
0
1
2
3
1
5. Active/relic floodplain
0
1
2
3
2
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
0
9. Grade control
0
0.5
1
1.5
1
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. Hydrology Subtotal = 12
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
3
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
0.5
16.
Organic debris lines or piles
0
0.5
1
1.5
1
17.
Soil -based evidence of high water table?
No = 0
1
Yes = 3
0
3
C. Biology Subtotal = 6
18.
Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20.
Macrobenthos note diversity and abundance
0
1
2
3
0
21.
Aquatic Mollusks
0
1
2
3
0
22.
Fish
0
0.5
1
1.5
0
23.
Crayfish
0
0.5
1
1.5
0
24.
Amphibians
0
0.5
1
1.5
0
25.
Algae
0
0.5
1
1.5
0
26.
Wetland plants in streambed
FACW = 0.75; OBL = 1.5; Other = 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 3/16/2016
Project/Site: UT to Toby Creek
Stream 4
Latitude: 35.291369
Evaluator: Chris Tinklenberg, PWS
County: Mecklenburg
Longitude: -80.744070
Total Points: 27
Stream Determination (c'
Other
Stream is at least intermittent
Ephemeral Intermitten Perennial
e.g. Quad Name: Harrisburg Quad
if z 19 or perennial if >_ 30
0
1
A. Geomorphology Subtotal = 9
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
1
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
ool se uence
0
1
2
3
0
4. Particle size of stream substrate
0
1
2
3
1
5. Active/relic floodplain
0
1
2
3
0
6. Depositional bars or benches
0
1
2
3
0
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
3
9. Grade control
0
0.5
1
1.5
0
10. Natural valley
0
0.5
1
1.5
0
11. Second or greater order channel
No = 0
Yes = 3
0
a artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 11.5
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
3
14.
Leaf litter
1.5
1
0.5
0
1.5
15.
Sediment on plants or debris
0
0.5
1
1.5
0.5
16.
Organic debris lines or piles
0
0.5
1
1.5
0.5
17.
Soil -based evidence of high water table?
No = 0
0.5
Yes = 3
1.5
3
C. Biology Subtotal = 6.5
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
0.5
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:
Groundwater seepage at head -cut
Very strong iron -oxidizing bacteria
Weak geomorph, however, likely experiences perennial flow
due to groundwater influence

h
T �
`5 y
J
<ra c
�' r.. i►.1r ��� �� ' .wfw Yi
Photo 1 - S2 -Impact Site A facing downstream at the exposed SS pipe from the head -cut.
Noticed strong evidence of iron -oxidizing bacteria. (October 12, 2016)
Photo 2 - S2 -Impact Site A facing south at head-cut/origin of S2. (October 12, 2016)
Title
Photo Pages
Prepared For
Project
Stream Bank Repairs on Toby Creek Upstream of Chancellor Road
Charlotte, Mecklenburg County, North Carolina
Prepared By
CHARLOTTE
ftTER
Date
Project Number
Kimley»>HOrI1
12/8/16
015474025

7 ..
1
1 4,
Photo 5 - S4 — Impact Site C facing downstream from head-cut. Notice Toby Creek
and rip-rap banks in the background and heavily eroded tributary. (March 16, 2016)
" , ,
ti WVW
WoN
. RL
Photo 6 - S4 — Impact Site C facing north. Notice exposed sanitary sewer pipe
and erosive head -cut and banks. (March 16, 2016)
Title Photo Pages
Prepared For Stream Bank Repairs on Toby Creek Upstream of Chancellor Road Prepared [3y
Project Charlotte, Mecklenburg County, North Carolina
CHARLOTTE
W6TER Date Project Number Kimley,>>HOrn
12/8/16 015474025

Photo 7 - Toby Creek facing northeast from the left bank.
Notice ex osed ier within channel to be n'p-rap n'-raparmored. (March 16, 2016)
1q4 pi,,
Photo 8 - Toby Creek facing east from the left bank.
Notice exposed pier within channel to be rip-rap armored. (March 16, 2016)
Title
Photo Pages
Prepared For
Project
Stream Bank Repairs on Toby Creek Upstream of Chancellor Road
Charlotte, Mecklenburg County, North Carolina
Prepared By
CHARLOTTE
WVER
Date Project Number
Kimley»>HOm
12/8/16 015474025

Stream Bank Repairs on Toby Creek Upstream of Chancellor Road
December 7, 2016 1:21,065
0 0.175 0.35 0.7 mi
NR Points ;—; 1 .-111 r1 11 11
0 0.275 0.55 1.1 km
• NR Individual Listing
• NR Listing, Gone
Sources: Esd, HERE, DeLorme, USGS, Interrnap, INCREMENT P, NRCan,
Esri Japan, WTI, Esn China (Hong Kong), Esn Korea, Esn (Thailand),
* NRHD Center Point Mapmylndia, NGCC, © OpenStreetMap contributors, and the GIS User
Community
NR Boundaries ChnsTiWenberg
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December 7, 2016 1:21,065
0 0.175 0.35 0.7 mi
NR Points ;—; 1 .-111 r1 11 11
0 0.275 0.55 1.1 km
• NR Individual Listing
• NR Listing, Gone
Sources: Esd, HERE, DeLorme, USGS, Interrnap, INCREMENT P, NRCan,
Esri Japan, WTI, Esn China (Hong Kong), Esn Korea, Esn (Thailand),
* NRHD Center Point Mapmylndia, NGCC, © OpenStreetMap contributors, and the GIS User
Community
NR Boundaries ChnsTiWenberg
r ----i

Natural and
Cultural Resowces
Chris Tinklenberg
Kimley-Horn
200 South Tryon St.
Charlotte, NC 28202
RE: Stream Bank Repairs on
Dear Chris Tinklenberg:
December 7, 2016
Toby Creek Upstream of Chancellor Road
PAT &icCRORY
Governor
SUSAN KLUTZ
S—Mly
N CN H D E-2600
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.mason 0)ncdcr.gov or 919.707.8637.
Sincerely,
NC Natural Heritage Program
­5/`Nothing Compares
State o: N orth Carolina I Depatunent of Planual and Cultaral Resources
109 East lona Street I Raleigt., NC 17.1601
919-807-7300

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Stream Bank Repairs on Toby Creek Upstream of Chancellor Road
December 7, 2016
NCNHDE-2600
D Element Occurrences are Documented within the Project Area
sere 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
)es 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. l
>e 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
)ecies are found, the NCNHP would appreciate receiving this information so that we may update our database.
D Natural Areas are Documented within the Project Area
anaged Areas Documented Within PrIct Area*
ecklenburg County Open Space Mecklenburg County Local Government
OTE: 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 Na
,ritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Anitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/content/help. Data query generated on December 7, 2016; source: NCNHP, Q3 October 2016. Please resubr
ur 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 Repairs on Toby Creek Upstream of Chancellor Road
December 7, 2016
NCNHDE-2600
lement Occurrences Documented Within a One-mile Radius of the Project Area
ixonomic E_O ID Scientific Name Common Name Last Element Accuracy Federal State Global State
roup Observation Occurrence Status Status Rank Rank
Date Rank
ascular Plant 13743 Delphinium exaltatum Tall Larkspur 1800s Hi? 5-Very --- Endangered G3 S2
Low
c) Natural Areas are Documented Within a One -mile Radius of the Project Area
anaged Areas Documented Within a One -mile Radius of the Project_ Area
anaged Area Name Owner Owner Type
ecklenburg County Open Space Mecklenburg County Local Government
:finitions and an explanation of status designations and codes can be found at https://nQnhde.natureserve.ora/content/help. Data query generated on December 7, 2016; source: NCNHP, Q3 October 2016. Please resubr
ur 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-2600: Stream Bank Repairs on Toby Creek Upstream of Chancellor Road
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N-01 South
December 7, 2016
F-1 Project Boundary
Buffered Project Boundary
I Managed Area (MAREA)
Page 4 of 4
1:23,013
0 0.175 0.35 0.7 mi
0 0.3 0.6 1.2 km
Sources Esn, HERE DeLorrne. Intermap, increment P Corp GEBCO. USGS.
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esn Japan,
METI E SdChina (Hong Kong), wsstopo, MapmyIndia, r OpenStreelMap
contributors, and the GIS User Community

Jurisdictional Determination Request
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 ug latoryPermitPro agr m.aspx , by
telephoning: 910-251-4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Anny Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Anny 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 Anny Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Anny 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

Jurisdictional Determination Request
A. PARCEL INFORMATION
B.
C.
Street Address:
City, State:
County:
Directions:
Chancellor Park Drive
Charlotte, NC
Mecklenburg
Located near the intersection of Highway 24 and University City Blvd off Chancellor Park Dr.
Parcel Index Number(s) (PIN):
REQUESTOR INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address':
04928103 & 04926104
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 Consultant
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
PROPERTY OWNER INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address3:
Mecklenburg County
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)
' If available
2 Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIF'ICATION'
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.
Cf" o f C40,c C-'rrE Z 14 ( 1-7
Property Owner (please print) Date
ct�..fiw^..--- /_o,, __)A_4A _ C444 caTTt L,497Fl fk_ .SC��✓�art >?!�
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
❑ 1 am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does include a delineation.
❑ 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.
❑ I am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an approved 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
Version: December 2013 Page 4

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 0.77 (Project Area-Lfiacres
Ft/ I 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.
W✓ Project Coordinates: 35.293381 N
Latitude -80.744192 W
Longitude
Maps (no larger than 1 Ix17) with Project Boundary Overlay:
❑e Large and small scale maps that depict, at minimum: streets, intersections, towns
❑✓ Aerial Photography of the project area
1✓ USGS Topographic Map
❑✓ Soil Survey Map
❑V 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
Version: December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets8
Tributaries:
❑ USACE Assessment Forms
❑ Upland Data Sheets a 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.miI/Missions/CivilWorks/RegulatoryProeramandPermits/reg supp.asm
Wetland and Stream Assessment Methodologies can be found at:
http://r)ortal.ncdenr.org/c/document library/get file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&groupld=38364 and,
http•//www saw usace army.mil/Portals/59/docs/regulatory/publicnotices/2013/NCSAM Draft User Manual 130318.pdf
S Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 6

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
Fonm(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.
Version: December 2013 Page 7

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 "x 17"
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11 "x 17", 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
❑ Must be sealed and signed by a licensed professional land surveyor
Must 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
F] 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)
F] When wetlands are depicted:
• Must include acreage (or square footage) of wetland polygons
• Must identify each wetland polygon using an alphanumeric system
Version: December 2013 Page 8

Jurisdictional Determination Request
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
❑ 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
Version: December 2013 Page 9

Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
F]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:
USA CEAction ID No.:
Version: December 2013 Page 10

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:
Fbe at sub -meter accuracy at each survey point.
❑v 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.
Version: December 2013 Page 11

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:
Located near the intersection of Highway 24 and University City Blvd off Chancellor Park Dr.
(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. 35.293381 °N; Long. -80.744192 °W,
Universal Transverse Mercator: 17
Name of nearest waterbody: Toby Creek
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
145 linear feet: width (ft) and/or 0.03 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:
1

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: ChrisTlnklenberg, 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: 124,000. Harrisburg
0 USDA Natural Resources Conservation Service Soil Survey.
Citation: Mecklenburg County SSURGO Soils
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
FEMA/FI RM maps: FIRM Panel 4576 (Effective March 2, 2009)
100 -year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
0 Photographs: ❑✓ Aerial (Name & Date): 2016 Mecklenburg County or
✓❑ Other (Name & Date): Site photographs March 16 & October 12, 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 Corps and should not be relied upon for
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
0
C" � 4/13/2017
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
35.293571
-80.744263
Riverine
50 If
Non -section 10
— non -wetland
S2
35.293495
-80.744192
Riverine
30 If
Non -section 10
— non -wetland
S3
35.291503
-80.744012
Riverine
37 If
Non -section 10
— non -wetland
S4
35.291369
-80.744070
Riverine
28 If
Non -section 10
— non -wetland