20170446 Ver 1_401 Application_20170417

Transmittal
Date: April 13, 2017 Job Number: 015474025 rvrr •R a 'MtT jN I P
MID
Project Name: Streambank Repair on Fourmile Creek Tributary off Cherry Tree Lane
To: Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
We are sending these by '? 0 1 7 0 4 4 6
❑ U.S. Mail ® FedEx ❑ Hand Deliver
❑ Other:
We are sending you
® Attached ❑ Under separate cover via the following items:
E] Shop Drawings ❑ Prints/Plans ❑ Samples ❑ Specifications ❑ 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 F] Resubmit ❑ Copies for approval
As requested Approved as noted ® Submit F-] Copies for distribution
For review and comment Returned for corrections ❑ Return F� 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: Streambank Repair on Fourmile Creek Tributary oft Chem I ree Lane
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:
7. City: Charlotte
8. County: Mecklenburg
9. Lat: 35.086816 Long: -80.762926 (Decimal Degrees Please)
10. Quadrangle Name: Weddington
11. Waterway: Fourmile Creek
12. Watershed: HUC: 03050103
13. Requested Action:
A
X Nationwide Permit # 27
General Permit #
�Ga
X Jurisdictional Determination Request `rh' 1
ZQ� j
Pre -Application Request (Mitigation Proposal)
The following information will be completed by the Corps office:
AID:
Prepare File Folder Assign number in ORM
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Site/Waters Name:
Keywords:
Begin Date

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 27) Application
Streambank Repair on Fourmile Creek Tributary off Cherry Tree Lane
Charlotte, Mecklenburg County, NC
Dear Mr. Shaeffer and Ms. Higgins:
On behalf of our client, Charlotte Water, Kimley-Horn is submitting the enclosed joint Section
404/401 Preconstruction Notification Application for the above referenced project for your review
pursuant to a Nationwide Permit #27 and General 401 Water Quality Certification number 3885.
Authorization is requested to conduct stream restoration for the purposes of protecting the sanitary
sewer infrastructure, improving water quality, channel bed elevation, bank stabilization, and aquatic
habitat of an Unnamed Tributary to Fourmile Creek located at approximately 35.086816°N,
-80.762926°W. The following information is included as part of this application submittal:
• Project Summary Sheet
• Agent Authorization Form
• Pre -Construction Notification Form
• Project Site Figures
o Figure 1 — Vicinity
o Figure 2 — USGS Topo (Weddington Quadrangle, 1993)
o Figure 3 — SSURGO Soils (2016 Aerial Photograph)
o Figure 4 — PJD Sketch (2016 Aerial Photograph)
o Figure 5 — Proposed Conditions (2016 Aerial Photograph)
• Construction Drawings
• Project Site Data forms
o NCDWQ Stream Identification Form
• Project Site Photo Pages
• North Carolina Heritage Program Report
• Jurisdictional Determination Request

Kimley>»Horn
Page ?
The project is located east of the intersection of High Ridge Road and Highway 16, at the end of
Cherry Tree Lane in Mecklenburg County, North Carolina. Existing land use in the vicinity of the
project includes mixed hardwood/pine forest.
The 404/401 (NWT 27) application presents site conditions evaluated by Kimley-Horn staff (Chris
Tinklenberg, PWS) on May H, 2016. The stream delineation was performed by utilizing survey
prepared by a licensed surveyor (verified by Kimley-Horn).
The proposed project seeks to restore/stabilize 598 linear feet of an Unnamed Tributary to Fourmile
Creek. The project will require 10 linear feet of temporary impacts to install impervious dikes and a
pumped diversion to allow for work in dry conditions. The project will utilize natural channel design
techniques to address the instabilities within the stream channel. In -stream structures, including
boulder sills, constructed riffles, and step pools will be used to create grade control, provide in -stream
habitat, enhance aquatic life passage through the project area and to help protect the banks. Overall,
the design seeks to stabilize the channel, reduce erosion, elevate the channel bed, improve in -stream
habitat and geomorphology, and protect utilities.
The project will result in 598 linear feet of permanent impacts to potential non -wetland waters of the
US and 10 linear feet of temporary impacts from the restoration activities. The project will result in a
net loss of 32 if of potential non -wetland waters of the US from implementing natural channel design
techniques to return the channels to their natural bed and the repair/removal of extremely tight
meanders caused by severe erosion which has added additional stream length.
Please feel free to contact Chris Tinklenberg at [phone] if you have any questions, or if
additional information is necessary.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
Chris Tinklenberg, PWS
Environmental Scientist
Attachments
Ce: Bill Deal
Charlotte Water
600 East Fourth Street
Charlotte, NC 28202

Kimley>>>Hnrn
Project Summary Sheet
Project Name: Streambank Repair on Fourmile Creek Tributary off Cherry Tree Lane
Applicant Name and Address:
Charlotte Water
600 East Fourth Street
Charlotte, NC 28202
Telephone Number: 704-399-5454
Type of Request: ® Nationwide PCN (NWP # 27) ❑ Individual Permit Application
® Jurisdictional Determination ❑ Other:
Included Attachments: ® Project Plans ® USGS Map ® NRCS Soil Survey
® Agent Authorization ® Delineation Sketch ❑ Delineation Survey
❑ Data Forms (Up & Wet) ® NCDWR Stream Forms Z USACE Stream Forms
❑ NCEEP Confirmation ® Aerial Photo ® Site Photos
® Agency Correspondence ❑ Other: ❑ Other:
Check if applicable: ❑ CAMA County ❑ Trout County ❑ Isolated Waters
❑ Section 7, ESA ❑ Section 106, NHPA ❑ EFH
❑ Mitigation Proposed (❑ NC EEP ❑ On -Site ❑ Off -Site ❑ Other)
County: Mecklenburg Nearest City/Town: Charlotte
Waterway: UT to Fourmile Creek
H.U.C.: 03050103
Property Size (acres): —1.05
Site Coordinates (in decimal degrees): 35.086816 °N
River Basin: Lower Catawba
USGS Quad Name: Weddington
Approx. Size of Jurisdiction on Site (acres):
-80.762926 °W
Project Location: The project area is located east of the intersection of High Ridge Road and Highway 16, at the end of
Cherry Tree Lane in Mecklenburg County, North Carolina.
Site Description: Existing land use in the vicinity of the project includes mixed hardwood/pine forest.
Impact Summary (if applicable): The project will result in 598 linear feet of permanent impacts to potential non -
wetland waters of the US and 10 linear feet of temporary impacts from the restoration activities. The proiect will result in
a net loss of 32 if of potential non -wetland waters of the US from implementing natural channel design techniques to
return the channels to their natural bed and the repair/removal of extremely tight meanders caused by severe erosion
which has added additional stream length.
Kim ley -Horn Contact: Chris Tinklenberg, PWS Direct Number: [phone]
Email: chris.tinklenbergCC&kimley-horn.com
Stream Channel
Open Water
Wetland
NWP (acres)
(acres) Intermittent and/or Unimportant Perennial and/or Important
#
Aquatic Function Aquatic Function
Tem Perm. Tem Perm.
Temp. Perm.
Temp. Perm.
If ac if ac if ac If Ac
27
10 0.001 598 0.07
Total
Total Permanent Impact to Waters of the U.S. (If/acres) 598/0.07
Kim ley -Horn Contact: Chris Tinklenberg, PWS Direct Number: [phone]
Email: chris.tinklenbergCC&kimley-horn.com

'W AT�F9QG
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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
1b.
Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes ® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Project Information
2a.
Name of project:
Streambank Repair on Fourmile Creek Tributary off Cherry Tree Lane
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 (Charlotte Water Permanent Utility and Temporary
Construction Easements)
1 b. Site coordinates (in decimal degrees):
Latitude: 35.086816 Longitude: -80.762926
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
1.05 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Unnamed Tributary to Fourmile Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
Lower Catawba
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project area is located east of the intersection of High Ridge Road and Highway 16, at the end of Cherry Tree Lane Road
Mecklenburg County, North Carolina. Existing land use in the vicinity of the project includes mixed hardwood/pine forest.
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:
—870 If of existing stream at the project site.
3d. Explain the purpose of the proposed project:
The purpose of the project is to elevate the channel beds, and stabilize bed and banks by implementing natural channel
design.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will utilize natural channel design techniques to address the instabilities within the stream channel. In -stream
structures, including boulder sills, constructed riffles, and step pools will be used to create grade control, provide in -stream
habitat, enhance aquatic life passage through the project area and to help protect the banks. Overall, the design seeks to
stabilize the channel, reduce erosion, elevate the channel bed, improve in -stream habitat and geomorphology, and protect
utilities. It is anticipated that a back -hoe and/or mini excavator will be used to shape the channels and construct the in -stream
structures. The work will be performed in the dry by utilizing a 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
❑ preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact number —
Type of
Permanent (P) or
Type of impact
Type of
Forested
jurisdiction
Area of
Temporary (T)
wetland
(Corps - 404,
impact
(if known)
10
(acres)
DWQ — non -
404, other)
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ 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 1
Restoration/StabilizationCreek
UT to Fourmile
® PER
® Corps
5
598
® P El
El INT
® DWQ
S1 - Impact 2
Installation of Impervious Dike
UT to Fourrnile
® PER
® Corps
5
10
❑ P ® T
and Pump Around
Creek
❑ INT
® DWQ
❑ PER
❑ Corps
❑ INT
❑ DWQ
❑ PER
❑ Corps
❑ INT
❑ DWQ
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

3h. Total stream and tributary impacts 608
3i. Comments: The project will result in a net loss of 32 If of potential non -wetland waters of the US from implementing natural
channel design techniques to return the channels to their natural bed and the repair/removal of extremely tight meanders
caused by severe erosion which has added additional stream length.
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❑T
03 ❑P❑T
04 ❑P❑T
4E Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then 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
R 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?
131 ❑P❑T
El Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑ P [:IT
❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
All impacts are associated with stream restoration activities and will follow specific restoration protocols.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Several of the measures that will be implemented in order to minimize impacts include the utilization of a pump -around to
facilitate work in the dry, the use of temporary erosion control matting and planting of native vegetation for stabilization. All
sediment and erosion control and de -watering measures will be removed upon completion of construction and the temporary
areas of disturbance will be stabilized and restored to pre -construction contours.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ 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?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0 % (No impervious added)
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ 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
❑ 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)
1 a. Does the project involve an expenditure of public (federaVstate/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ 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 213 .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project objective is to repair current erosion and stabilize the stream channel in order prevent future erosion from
occurring on the subject property. These repairs will not result in additional development.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ 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; Pedestrian survey performed by Kimley-Horn staff.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
North Carolina Natural Heritage Program Database
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
North Carolina State Historic Preservation Office HPOWEB GIS Service
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FIRM Panel 4449 (Effective March 2, 2009); Flood Risk
Information System (FRIS)
CSL
Chris Tinklenberg, PWS
—
04/12/2017
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
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April 2017

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April 2017

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Kimle`,>>> Horn Cherry Tree Lane Stream Rehabilitation
W(_�" ?,TER 1 Charlotte, Mecklenburg County, SC
April 2017

LEGEND FOR EXISTING CONDITIONS
EXISTING CREEK. DITCH OR BRANCH — — — — — —
EXISTING BOTTOM OF BANK (TOE) . . . . . . . .
EXISTING TOP OF BANK (TOB) ......... I .............. 1.1.........
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR ------------------------
EXISTING SANITARY SEWER Q i
EXISTING OVERHEAD ELECTRIC LINE SSE
EXISTING PROPERTY UNE ^':E
EXISTING RIP RAP
EXISTING TREE L
O
LEGEND FOR PROPOSED PLAN
INDEX OF SHEETS
PROPOSED ALIGNMENT —
— —
PROPOSED BANKFULL �..•. �....
�.... —.... —
PROPOSED BACK OF BENCH
Be
PROPOSED GRADING EXTENTS (CUT)
C
PROPOSED GRADING EXTENTS (FILL)
F
PROPOSED MAJOR CONTOUR
e4D
PROPOSED MINOR CONTOUR
SYR
PROPOSED STEP—POOL
STREAM DETAILS
PROPOSED LOG SILL
1 UTILITY DETAILS
PROPOSED RIP RAP
PROPOSED VARIABLE CONSTRUCTED RIFFLE Kll
PROPOSED TREE REMOVAL X
LEGEND FOR EROSION CONTROL
PROPOSED LIMIT OF DISTURBANCE —LOD LOD—
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
PROPOSED TEMPORARY CONSTRUCTION
ENTRANCE/EXIT mow
NOTE: UNE WEIGHTS ARE NOT DEUNEATED HERE. THEY ARE CONTROLLED THROUGH CLTWaur PLOTSTYLL
DESIGN COMPANY: KIMLEY-HORN AND ASSOCIATES, INC.
PLANS PREPARED BY: KIMLEY-HORN AND ASSOCIATES, INC.
ADDRESS: 200 SOUTH TRYON ST., SUITE 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: 09-08-2016
CONTRACTOR:-
INSPECTOR: -
INSIDE CHARLOTTE: fJ YES ( ) NO:
TOPO NO: -
CHARLOTTE
Wt)TER
CHARLOTTE, NORTH CAROLINA
STREAM BAND REPAIR ON FOURMILE CREED
TRIBUTARY OFF CHERRY TREE LANE
CHUM
1F♦EE LANE
"U AFEA
DRAFT
VICINITY MAP
GRAPHIC SCALE IN FEET
0 500 1000 2000
Kimley>)) Horn
NC LICENSE NF -0102
200 SOUTH TRYON STREET. SUITE 200. CHARLOTTE. NC 28202
PHONE: [phone]
WWW.KIMLEY-HORN.00M
PROGRESS SET
NOT FOR CONSTRUCTION
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
8" 596'
TOTAL NO. OF MANHOLES: 2
TOTAL NO. LOTS SERVED: N/A
PROJECT NAME: STREAM BANK REPAIR
ON FOURMILE CREEK TRIBUTARY
OFF CHERRY TREE LANE
JOB NO: -
DATE OF ACTIVATION:
DATE AS BUILT: BY:
INDEX OF SHEETS
SHEET NUMBER
SHEET TITLE
01
COVER SHEET
02
GENERAL NOTES
03
CONSTRUCTION ACCESS
0405
STREAM PLAN AND PROFILE
0607
SEWER PLAN AND PROFILE
08
SECTIONS
09-13
STREAM DETAILS
14
1 UTILITY DETAILS
APPROVALSEAL
DRAFT
N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE LENGTH SIZE LENGTH
8" 596'
TOTAL NO. OF MANHOLES: 2
TOTAL NO. LOTS SERVED: N/A
PROJECT NAME: STREAM BANK REPAIR
ON FOURMILE CREEK TRIBUTARY
OFF CHERRY TREE LANE
JOB NO: -
DATE OF ACTIVATION:
DATE AS BUILT: BY:

GENERAL NOTES:
EVERY EFFORT SHALL BE TAKEN TO MINIMIZE DISTURBANCE GAINING ACCESS TO/FROM
THE WORK AREA.
THE GRADE UNE 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.
SITE/EASEMENT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGED ITEMS DURING
CONSTRUCTION INCLUDING. BUT NOT LIMITED T0, 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 ENTRANCEIVIT 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 = 0.92 ACRES
SOIL TYPES: MONACAN (Mo).
INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE IN
ACCORDANCE WITH STATE EROSION CONTRDL 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
CHANGES 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 WEN 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 CR 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 IS 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.
THE CONTRACTOR IS TO MINIMIZE IMPACTS TO EXISTING VEGETATION AT THE
CONSTRUCTION ENTRANCE AND HAUL ROAD AREAS AND MUST REQUEST APPROVAL FROM
THE OWNER OR DESIGNER PRIOR TO REMOVING ANY TREES WITH TRUNK DIAMETER
GREATER THAN 3' AS MEASURED AT CHEST HEIGHT.
MATERIALS:
THE UPPER 6' OF TOPSOIL SHALL BE SAVED FROM THOSE AREAS THAT WILL BE
DISTURBED BY EXCAVATION, FILL. HAUL ROADS, OR COMPACTION EQUIPMENT. TOPSOIL
SHALL BE KEPT SEPARATE FROM ANY SITE SPOIL. UPON COMPLETION OF
CONSTRUCTION, TOPSOIL WILL BE SPREAD AT A DEPTH OF 4' OVER AREAS TO BE
PLANTED. SEE PLANTING NOTES FOR ADDITIONAL INFORMATION.
STREAM BED MATERIAL, DEEMED SUITABLE BY THE DESIGNER, SHALL BE SAVED FROM
AREAS OF THE EXISTING STREAM THAT WILL BE IMPACTED BY CONSTRUCTION. THESE
AREAS WILL BE FLAGGED BY THE DESIGNER PRIOR TO THE CONSTRUCTION OF THE
PROPOSED STREAM. EXCAVATED BED MATERIALS WILL BE UTILIZED IN CLOSE PROXIMITY
TO THEIR LOCATION OF EXCAVATION, AND WILL NOT REQUIRE EXTENSIVE HAULING. THIS
EXCAVATED BED MATERIAL WILL BE USED AS PART OF THE WELL GRADED MIX FOR
IN—STREAM STRUCTURES.
THE REMAINING EXCAVATED MATERIAL, NOT MENTIONED ABOVE, SHALL BE CONSIDERED
SITE SPOIL AND BE STOCKPILED SEPARATELY FROM THE ITEMS LISTED ABOVE.
APPROPRIATE AMOUNT OF SUITABLE SITE SPOIL SHALL BE SAVED FOR LATER USE AS
BACKFILL.
OTHER SITE SPOIL (IF ANY) SHALL BE LEGALLY TRANSPORTED OFFSITE 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 SECTION'S MOORESVILLE REGIONAL OFFICE
AT [phone] BEFORE ANY SPOIL IS TRANSPORTED OFFSITE. CONTRACTOR WILL
BE REQUIRED TO INFORM THE LAND QUALITY SECTION OF THE LOCATION AND METHOD
OF OFFSITE SPOIL DISPOSAL. ALL PERMITS REQUIRED FOR THE OFFSITE DISPOSAL OF
SITE SPOIL IS THE RESPONSIBILITY OF THE CONTRACTOR. NOTE, IT IS NOT ANTICIPATED
THAT EXCESS SOIL MATERIAL WILL NEED TO BE TRANSPORTED OFF—SITE AS PART OF
THIS PROJECT.
CONTRACTOR SHALL PROVIDE GROUND STABILIZATION ON PERIMETER AREAS AND EXPOSED
SLOPES GREATER THAN 3:1 WITHIN 7 DAYS AND WITHIN 14 DAYS IN ALL OTHER AREAS.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 21
DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO
LONGER NEEDED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE
DEPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
FURTHER EROSION AND SEDIMENTATION.
CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS
FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. WHERE SEDIMENT IS
TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE RDAD SURFACE SHALL BE
CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL
AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS
MANNER.
CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL ACCESS LOCATIONS PER THE
PLANS AND SPECIFICATIONS. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN
COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT
SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL
APPLICATION.
ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION
DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
ACCEPTABLE METHOD OF CLEANING.
DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR
THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL TEMPORARY SOIL
STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT
SITE.
ALL HAUL ROAD LOCATIONS ONSITE MAY BE ADJUSTED IN THE FIELD TO PROTECT EXISTING
TREES LARGER THAN 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 TO
CONTROL EXCESS SEDIMENT, IF DETERMINED TO BE NECESSARY BY THE DESIGNER.
GENERAL SEQUENCE:
THE CONTRACTOR SHALL CONSTRUCT NEW CHANNEL SECTIONS TO A STABLE FORM BEFORE
MOVING OUT OF THE WORK AREA. A STABLE FORM SHALL INCLUDE, BUT IS NOT LIMITED TO
THE COMPLETE INSTALLATION OF IN STREAM STRUCTURES, EROSION CONTROL MATTING, AND
TEMPORARY VEGETATION.
PERMANENT VEGETATION SHALL BE INSTALLED IN CONJUNCTION WITH TEMPORARY SEEDING IF
CONSTRUCTION IS PERFORMED DURING THE SEASON SPECIFIED IN THE DRAWINGS AND
SPECIFICATIONS. PERMANENT VEGETATION SHALL BE INSTALLED DURING SPECIFIED PLANTING
SEASONS.
THE STREAM AND CHANNEL BREAKUNES, 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 CENTERUNE,
BREAKLINES, CUTUNES OR ANY HAUL ROADS.
TREE PROTECTION:
TREES GREATER THAN 3' DBH OUTSIDE THE CUT UNE ARE NOT TO BE REMOVED
WITHOUT THE ENGINEER'S APPROVAL, UNLESS THEY ARE MARKED IN THE PLANS.
CONTRACTOR SHALL PREVENT DAMAGE TO TREES TO REMAIN. IN THE EVENT OF
DAMAGE, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR R00T SYSTEM IMMEDIATELY.
• REPAIR ROOTS BY CUTTING OFF DAMAGED AREAS AND PAINTING THEM WITH TREE
PAINT. SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
• REPAIR DAMAGE TO BARK BY TRIMMING AROUND DAMAGED AREA, TAPER THE
CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.
• CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR
MAIN BRANCH. USE A SEPARATE CUT TO AVOID PEELING BARK FROM HEALTHY
AREAS OF THE TREE.
• REFER TO THE NCDENR EROSION CONTROL MANUAL FOR MORE INFORMATION.
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 RIGHT—DF—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 TO NCDOT WORK ZONE TRAFFIC CDNTROL PROGRAM, MUTCD AND NCDOT STANDARD
LOCATION OF THE PROPOSED STRUCTURES, BREAKLINES OR CUT LINES DURING DRAWINGS.
CONSTRUCTION.
2. THE CONTRACTOR SHALL INSTALL THE EROSION CONTROL MEASURES. THE CONTRACTOR
SHALL CLEAR VEGETATION ONLY AS NECESSARY TO INSTALL THESE ITEMS, AND SHALL
NOTIFY THE PROJECT ENGINEER WHEN 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 NOTES BELOW.
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 UTIUTY 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 U71UTY 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 130 lbs/acre)
Blackeyed Susan
Rudbeckia hirta
20%
Soft Rush
Juncus effusus
10%
Foxsedge
Carex vulpindoidea
10%
Deertmgue
Panicum clandestinum
8%
Partridge Pea
Chamaecrista famiculata
10%
Pennsyvalnia Sedge
Caren pensyvanica
S%
Redtop Panicgrass
Panicum rlgidulum
5%
River oats
Chasmanthium latifolium
5%
eroomsedge
Andmpogon virginicus
5%
Golden Tickseed
Coreopsis tinctoria
5%
Little Bluestem
Schizachyrium scoparium
5%
Riverbank Wildrve
Elymus riparius
2%
Swltchgm.
Panicum virgatum
2%
Sideoats Grama
Bouteloua curtipendula
4%
Blue Grams
BOutelGua gracilis
4%
Upland/Sewer Easernents(15 lbs/acre)
Sideoats Gmma
Bouteloua curtipendula
25%
Blue Grama
Bouteloua gracilis
25%
LIMB Bluestem
Schizachyrium scoparium
15%
Partridge Pea
Cham crista faxiculata
10%
River oats
Chasmanthium latifolium
B%
Blackeyed Susan
Rudbeckla hirta
8%
Redtop Panicgrass
Panicum rigidulum
5%
Purpletop
Tridens flavus
2%
Rough Dropseed
Sporobolus Uandestinus
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 UTIUTY 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 U71UTY 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 lbs/acre)
Aug 15 - May LS
Rye Grain
Serale cereale
75%
Wheat Grass
Triticum aestivum
10%
Annual Rye
Lolium multiflorum
10%
Browntop Millet
Utochola ramosa
5%
May 16 -Aug 14
Browntop Millet
Utochola ramosa
80%
Rye Grain
Seple cereale
10%
Annual Rye
Lolium multiflorum
10%

60A
199+BO 200+00
200+50
201+00
201+50
PROPOSED PROFILE
SANITARY SEWER LINE REPLACEMENT
Har. Scale: 1"=10'
Vert. Scale: 1"=2'
202+00
202+50
------------------------
-
-----------------------
_
1'J— ------------------------ -----__
N.77
^
_-- -----00
�--
/I PIPI E //1
—� / EXPOSED 8/'�//
—Z17
-— — I—.. . .—__
----------------- ----- SE —5E ---------------
SS
—---
-
SSE:
—yy��--------•��55b6tE -- — --- SS . — -- _
\`E / —SSE SSE / U
SSE SSE SSE SSEco
cgE 202+OD - —
/
$86'38'00. 'W 317.89'
// / h / 3SS 3SS 3S5
/ SS -355 / SSS
0
--- ---� 3S6 3SS/ /
3SS 3SS 35S ASS
------- ------i---------- ��--3SS
355 /
3SS 3SS �-------- \ /
3SS / — / Twin I
--3SS �---3� -- / � I 4"
EX/STING MANHOLE TO
REMAIN CHARLOTTE CHARLOT
— WJ)TER CHARLOTTE, N
Job No. File No.
NORTH ` Johannes C. Rief dC Wife, �' \ / /PLAN AS NOTED ' SEWER PL
Marin\ \ Jot
PIN#a Rie( JdEalOrO i/ / / /// // / // /''' Ply, PROFILE AS NOTED
PiNy 227y09-225 '/ \ // /
\ OB 87Q3; PG 583 \ / / / / iDB Hor.
GRAPHIC SCALE IN FEET 3329 Lakeside Or /' / / / / / 331 Vert. as Notm
CHERT
0 5 10 20 PROPOSED PLAN
Ae Built Date
Rnn v Iu ¢.Iu uec
203+00
vu4
STA: 200100
me 603
603
603
EX. NV. 596.75
EX. INV. 0 T: 590.74 ElUTING
GRADE
602
600
\ — `
600
EXISTING F IPRAP '
599
STREAM CR SINC /
599
5981
1
598
597
597
596
596
595
—" EMS NG STREAM CE TERIINE
595
EXISTING 8' SANITARY SE R—\
594
--
594
_
593
—'
✓
593
PR P
—
1592
591
591
L
590
—1
590
.588
199+BO 200+00
200+50
201+00
201+50
PROPOSED PROFILE
SANITARY SEWER LINE REPLACEMENT
Har. Scale: 1"=10'
Vert. Scale: 1"=2'
202+00
202+50
------------------------
-
-----------------------
_
1'J— ------------------------ -----__
N.77
^
_-- -----00
�--
/I PIPI E //1
—� / EXPOSED 8/'�//
—Z17
-— — I—.. . .—__
----------------- ----- SE —5E ---------------
SS
—---
-
SSE:
—yy��--------•��55b6tE -- — --- SS . — -- _
\`E / —SSE SSE / U
SSE SSE SSE SSEco
cgE 202+OD - —
/
$86'38'00. 'W 317.89'
// / h / 3SS 3SS 3S5
/ SS -355 / SSS
0
--- ---� 3S6 3SS/ /
3SS 3SS 35S ASS
------- ------i---------- ��--3SS
355 /
3SS 3SS �-------- \ /
3SS / — / Twin I
--3SS �---3� -- / � I 4"
EX/STING MANHOLE TO
REMAIN CHARLOTTE CHARLOT
— WJ)TER CHARLOTTE, N
Job No. File No.
NORTH ` Johannes C. Rief dC Wife, �' \ / /PLAN AS NOTED ' SEWER PL
Marin\ \ Jot
PIN#a Rie( JdEalOrO i/ / / /// // / // /''' Ply, PROFILE AS NOTED
PiNy 227y09-225 '/ \ // /
\ OB 87Q3; PG 583 \ / / / / iDB Hor.
GRAPHIC SCALE IN FEET 3329 Lakeside Or /' / / / / / 331 Vert. as Notm
CHERT
0 5 10 20 PROPOSED PLAN
Ae Built Date
Rnn v Iu ¢.Iu uec
203+00

CIT
G V K;) t V V G V O t L u
PROPOSED CLEANOUT R C£ ENT
PROPOSED PROFILE ` Karen MorgorTyler Wept
SANITARY SEWER LINE REPLACEMENT 1 ` PIN#227-08 15 �
' / \ \ DB 28006; PG'6 I i
/ \ 3517 High Ridge IN 4" DI LATERAL PIPE C
Hor. Scale: 1"-10' 7------�I' E ` �
X �c TO BE REPLACED
Vert. Scale: 1' =2',
H;61,ory ` \ G/ \ es -88
�i ♦� _ _.I_�r l i— � — � I Ic y C38
——
(i —
/----------' — Be ./�l IL \� .�-�\` /moi •�.
r� \�.� �� ��,-.-\\��7/. \� -/ r•� /% J
ID�5$Ei'<�7>_--"`
1os+oo EXISTING
——�ssEc.l — ss-- —mss — 9a• eR — 205195.02
�_.�---—SSE - _s--�,.r... 277.13' �_ d / / im=61
— — — — — s,�� — _ _ -- su'ss'u PROP�U3E�MANHOLF3S. ., os
ae
/ - - =- - =-� � - - - - - - � � 1 \ _ o .,�--'.,ori -„ _ .�
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/
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/
ire /
_ �y;NG SSMH
!r,w 598..31
O,QT � Opt=596.7�'�
-- 1
GRAPHIC SCALE IN FEET-
0 5 10 20-I-
_
3SS- �-
._------3SS
SS 3SS
_----35�-3
3355 3SS-----i'--355
SP-'203+17.89-
-,PROPOSED
7 203+17.89/'PROPOSED VA -WHOLE REPLACEMENT
! — — 4" DI LATERAL PIPETO BE REPLACED _ _ — _--- ---_ — _ _ __--------
�`PROOBOSEO—CLEANOUT REPLAC€MENT— — — — — _ _ _ _ _ - PROPOSED PLAN
1.84
88'
CNARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
Saalle SEWER PLAN AND PROFILE
PLAN AS NOTED FOR
PROFILE
Hor. AS NOTED
Vert. AS 1107rD
CHERRY TREE LANE
KJH I KJH I MAS
ApprovedApprowd By�Data�Vy�
®--------------------------��_—®
EN
ANN
®----------------ANN
—INE ---INEINE
�
,--�
®----------------INE
-------INEANN
��=
•m
INE
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®-----------------��—�---�-INE
-1
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INE mm
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INEINEINEINNINEINE
P_010= ENEENIN
'--m
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m.
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'N
MMS
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1mmm
MAINE
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MS=
mmw_
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1mmm
WEEN_
_
---MEN
____---____---------------__�_—®
mmmmmmmmmmmmmmm
G V K;) t V V G V O t L u
PROPOSED CLEANOUT R C£ ENT
PROPOSED PROFILE ` Karen MorgorTyler Wept
SANITARY SEWER LINE REPLACEMENT 1 ` PIN#227-08 15 �
' / \ \ DB 28006; PG'6 I i
/ \ 3517 High Ridge IN 4" DI LATERAL PIPE C
Hor. Scale: 1"-10' 7------�I' E ` �
X �c TO BE REPLACED
Vert. Scale: 1' =2',
H;61,ory ` \ G/ \ es -88
�i ♦� _ _.I_�r l i— � — � I Ic y C38
——
(i —
/----------' — Be ./�l IL \� .�-�\` /moi •�.
r� \�.� �� ��,-.-\\��7/. \� -/ r•� /% J
ID�5$Ei'<�7>_--"`
1os+oo EXISTING
——�ssEc.l — ss-- —mss — 9a• eR — 205195.02
�_.�---—SSE - _s--�,.r... 277.13' �_ d / / im=61
— — — — — s,�� — _ _ -- su'ss'u PROP�U3E�MANHOLF3S. ., os
ae
/ - - =- - =-� � - - - - - - � � 1 \ _ o .,�--'.,ori -„ _ .�
S �
/
"Sw,%t Gum /
/
ire /
_ �y;NG SSMH
!r,w 598..31
O,QT � Opt=596.7�'�
-- 1
GRAPHIC SCALE IN FEET-
0 5 10 20-I-
_
3SS- �-
._------3SS
SS 3SS
_----35�-3
3355 3SS-----i'--355
SP-'203+17.89-
-,PROPOSED
7 203+17.89/'PROPOSED VA -WHOLE REPLACEMENT
! — — 4" DI LATERAL PIPETO BE REPLACED _ _ — _--- ---_ — _ _ __--------
�`PROOBOSEO—CLEANOUT REPLAC€MENT— — — — — _ _ _ _ _ - PROPOSED PLAN
1.84
88'
CNARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
Saalle SEWER PLAN AND PROFILE
PLAN AS NOTED FOR
PROFILE
Hor. AS NOTED
Vert. AS 1107rD
CHERRY TREE LANE
KJH I KJH I MAS
ApprovedApprowd By�Data�Vy�

610 610
600 600
V� _o
0
I
590590
-20 -10 0 10 20
102+50
610 610
600 r.�.�, ..__—.___ y. .-___ _._. _......__._ 600
II
O
590 590
-20 -10 01D 20
103+00
810 810
600
590 590
20 -10 0 10 20
103+50
610 610
I r-
600 -_ - _--{- .__- _ — .A 800
O',
590 590
-20 -10 0 10 20
104+00
610
600
590 -
-20
-1a 10
104+50
610
600
1 590
20
620
610
600
620
610
Boo
590
-20
-10 0 10
105+00
620
610
Boo
590
20
620
610
Soo
590 590
-30 -20 -10 D 10 20
105+18
520 620
610 610
\ / O
600 600
-20 -10 0 10 20
105+50
520 620
610— —
—.—._. — �1....�P. ,. —_—_. 610
G
600500
-20 -10 0 10 20
106+00
CROSS-SECTIONS
Glu to
810 ._._ _..-'r. ,--- - .---_..._.__ B10
i
I
-29 -la 1a
106+50 �a
620 620
600 600
-20 -10 0 10 20
107+00
620 620
610 -_ ...—,—_._. .._.__.__—. -- 610
600 800
-20 -10 0 10 20
107+50
620 620
— — ,
810 _._...._._. .._.......
600 600
-20 -10 0 10 20
108+00
620 620
—
I
810 610
O
6W600
-20 -10 0 10 20
108+50
No. I Date I By I
)proveE By I Oate I vv I I •r
c
p
620
610
Soo
590 590
-30 -20 -10 D 10 20
105+18
520 620
610 610
\ / O
600 600
-20 -10 0 10 20
105+50
520 620
610— —
—.—._. — �1....�P. ,. —_—_. 610
G
600500
-20 -10 0 10 20
106+00
CROSS-SECTIONS
Glu to
810 ._._ _..-'r. ,--- - .---_..._.__ B10
i
I
-29 -la 1a
106+50 �a
620 620
600 600
-20 -10 0 10 20
107+00
620 620
610 -_ ...—,—_._. .._.__.__—. -- 610
600 800
-20 -10 0 10 20
107+50
620 620
— — ,
810 _._...._._. .._.......
600 600
-20 -10 0 10 20
108+00
620 620
—
I
810 610
O
6W600
-20 -10 0 10 20
108+50
No. I Date I By I
)proveE By I Oate I vv I I •r

MIN. LOC DIM. "B"
B EXCAVATED POOL
/ PER PROFILE
BANKFULL // o BANKFULL
EDGE OF WATER EDGE OF WATER
FLOW \ _ _ FLOW rc
POOL a
m
FLOW LINE z
EDGE OF WATER EDGE OF WATER z w z
BANKRILLBACKFILL (TYP), SEE
BANKFULL SEPARATE DETAIL 1/2" REBAR ROD INSTALL
2' FROM END OF LOG
NAIL ALL UPSTREAM FACES F KEY INTO BANK A
OF LOGS WITH NONWOVEN BOULDER AND ROCK TOE MINIMUM OF "A"
CEOTEXTILE FABRIC, TYP. PROTECTION WHERE NORMAL
B KEY INTO BANK WATER MEETS THE BANKS — —
BOULDERS TO BE BURIED AND MINIMUM OF "A"
PLACED AT END OF LOGS SEE PROFILE FOR SPACING
BETWEEN LOGS, TYP.f BOULDERS TO BE
FOOTER LOG t o BURIED AND PLACED
1. AT END OF LOGS
PLAN VEW
HEADER LOG
� BURY FOOTER LOC INTO CHANNEL
BED. SECURE LOGS TOGETHER BY
P PINNING EACH END HATH 11/2" REBAR.
POOL EXCAVATED PER PROFILE
OR DIRECTION OF ENGINEER A
HEADER LOG, TYP, WELL GRADED MIX OF 1"-12" WRAP "C" UP TOE OF SLOPE
SEE PROFILE FOR ELEVATION RIP RAP, /57 STONE AND
NATURAL CHANNEL MATERIAL
Flow PLAN VFW
�I III HEADER LOG, TYP. SEE
®o _ FL�W PROFILE FOR ELEVATION
1111— I I�I I I—III—III—III— —_ �_ _J _ ® EXCAVATED POOL "D"
I� 1=11-1 I I=I I I —I I —I I I-1 I I PER PRORLE - I I
11-1 I Iml I—III-III=1 I I T I I I
'',III=I I I I I IS 11:1 111 1�1TI1 I o
LOW AREA, TYP BACKFILL (TYP), SEE BEO
NAIL ALL UPSTREAM FACES OF LOGS SEPARATE DETAIL "E" MYJ. "E" MIN.
WITH NONWOVEN SPECIAL
PROVISIONS FABRIC, TIP. i —�—'1 EXCAVATED POOL
SEE PROJECT SPECIAL PROVISIONS J
EXCAVATED TRENCH FOR
LOG SILL CONSTRUCTION NONWOVEN GEOTEXTILE FABRIC, TYP.
SECTION A—A NAIL FILTER FABRIC TO BACK OF LOG.
SEE PROJECT SPECIAL PROVISIONS
III BANKFULL SECTION A -A
IIIII I
�II� II 1111111
1
IF NOTES: DIMENSION CHART
D* SLS _ SII_ _ I 1. DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER LOG. LABEL VALUE UNIT
-1 I I—III—III=1 Ly—I--1—III—I 2. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS A 4 FEET
I I= BETWEEN HEADERS AND FOOTERS. B 12 FEET
3. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE
DIRECTION OF THE ENGINEER. C 6IN2HE2
4. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL D 4 INCHES
SC"'CMN B -B 5. MIN. BOULDER SIZE 2.0'. E 2 FEET
NOTES: DIMENSION CHART
1. PLACE FABRIC ON THE UPSTREAM SIDE OF THE MOST LABEL VALUE UNIT
UPSTREAM LOG SILL IN THE CONSTRUCTED RIFFLE. A 4 FEET
2. BOULDERS SHALL BE USED TO ANCHOR LOGS IF NEEDED. B 10 INCHES
3. THE LOG SILL SHALL ALL BE DESIGNED TO BE SUBMERGED C 2 PERCENT
OR COVERED AT LOW FLOWS. D 1 PERCENT
E 4 FEET
1 VARIABLE CONSTRUCTED RIFFLE
Not t0 Scale
2 LOG SILL
Not to Scale
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
Job N. F0. N.
S..I.. STREAM DETAILS
PLAN AS NOTEO FOR
PROFU AS NOTED
Hor.
Vert M NOTED
CHERRY TREE LANE
Seem or
BKJH MAS 09 14
Na Data By Rnvis7on Surveyedod By D..igied 8y Drawn
By Proj.d-Enq Approved By Data

FLOW
i
'A' TYP.
NONWOVEN GEOTEXTILE FABRIC, TYP.
NAIL FILTER FABRIC TO BACK OF LOG,
SEE PROJECT SPECIAL PROMSIONS
ROCK OR LOG,
SEE PROFILE FOR ELEVATION
BANKFULL
— — _ — ELEVATION
BACKFILL W/ 'A'x'DEEP /
GRADATION OF 'C' RIP RAP,
/57 STONE AND NATURAL
MATERIAL
F
NON -WOVEN TYPE II FILTER PRE -FORMED SCOUR HOLE. 'E' MIN. BOULO
FABRIC (BEHIND STEPS) HEADER ELEV. (TYP.)
BACKFILL W/ V DEEP
GRADATION OF 'C' RIP RAP,
/57 STONE AND
NATURAL
AMTATERIAL
PER-PRBFl6E--
STREAM
BED
BACKFILL MATERIAL - EXCAVATED POOL,
SEE TYPICAL SECTIONS FOR DEPTH EXISTING GROUND
'B' DEEP COMPACTED _ ` _ APPLY COIR FIBER MATTING
BRUSH LAYER _ SEE DETAIL
SEE PLANS SEE PLANS SEE PLANS
PROTECT TOE OF BANK WITH - -:�7 _ `
'F' RIP RAP AND BACKFILL \ BANKFULL
ELEVATION
PER PLANS ___�RIP RAP, PLACE LARGER BOULDERS
'BACKFILL MATERIAL (WELL GRADED MIX) DIMENSION CHART f TIT AS FOOTER ROCKS (PLACE FOOTER
NON -WOVEN TYPE II J ROCKS BELOW BOTTOM ELEVATION
1'-12' RIP RAP 4011 LABEL VALUE UNIT FILTER FABRIC 'H' OF CHANNEL). BOULDERS ARE TO
NATURAL CHANNEL MATERIAL 30K A 1 12 INCHES (TYP) BE APPROVED BY DESIGNER PRIOR
7 STONE I 2o7, 8 I 1 — 2 1 FEET TO INSTALLATION.
MULCH FROM ON—SITE lox C 2 1 FEET
% IS MEASURED BY VOLUME KEY STEP INTO
-BRUSH LAYER TO BE WD PERPENDICULAR TO FLOW EXISTING BANK -E' MIN. BOULDERS FILL GAPS WITH RIP
RAP
3 BACKFILL UNDER LOG STRUCTURES
Not to Scale
SECTION A -A
DIMENSION CHART
LABEL
VALUE
UNIT
A
2.5
FEET
B
3
FEET
C
2 - 12
INCHES
D
1.5
FEET
E
30
INCHES
F
12 - 14
INCHES
G
1 - 2
FEET
H
2 - 3
FEET
-BACKFILL AND RIFFLE MATERIAL
1-12- RIP RAP 8010
7 STONE 20S
X IS MEASURED BY VOLUME
STEP -POOL STRUCTURES
Not to Scale
No. By Re Fsioa� By Revision
GMARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
PLAN AS NOTED
PROFILEHor, AS NOTED
VxL AS NOTED
��
KJH
STREAM DETAILS
FOR
CHERRY TREE LANE
MAS

STREAM CHANNEL
BRIDGE MAT
O ty N MII
SURFACE
SURFACE FLOW
SION
e,I
4p Y
A
SPIKES EVERY 2 FT
I
t� LENGTH AS NEEDED
GRIP/DRAG CHAIN
AA ---j
WIDTH AS ED STAGGERED ENDS
TO GRIP BANK
I I
A101y
SUGGESTED HARDWOOD
ON OUTER SUPPORT
-
PROPOSED CHANNEL
""
THREADED ROD
_
2-12" RIP RAP —\ _ ; ' h
EVERY 3 FT
1. PREDRILL AND INSET 3/4" THREADED
€
STEEL RODS EVERY 3' AND SECURE WITH
AT LEAST ONE NUT.
A
2 NAIL INDIVIDUAL TIMBERS TOGETHER EVERY
2' WITH B" TO 12" BARN SPIKES.
_
/
RECOMMENDED BRIDGE MAT I RECOMMENDED
7
\
ABANDONED
1/4 SUPPORT A T^ 1/4 SUPPORT
CHANNEL
PLAN
COIR MAT
-
2'-3' TYP
PER DETAIL
SIDE SLOPE PER MATERIAL SELECT
SURFACE FLOW SURFACE FLOW
AAfJ
TYPICAL SECTION
DIVERSION DIVERSION
STREAMBANK
TIE TO PROPOSED PLM
TOP OF BANK
2' DEEP RIP RAP, MIX
\
TIE TO PROPOSED
2"-14" RIP RAP
\
EXISTING SANITARY TOP OF BANK
SEWER PIPE (TYP)
\
\VARY
CHANNEL
BACKFILL
TIMBER SIZE
8" 12" SPIKES UNEVEN SURFACE FOR GRIP DRAG CHAIN.
EVERY 2 FT IMPROVED TRACTION
2-12" RIP RAP WITH /57 STONE
\ \
,.
ROCK SHOULD BE SET FLUSH TO FINAL
\
GRADE (SEE PROFILE SHEETS). CHANNEL
\
SHOULD BE OVER DUG BY 1'-2' TO
FILTER FABRIC
ACCOMMODATE ROCK. (IF SUBGRADE
SANITARY SEWER CROSSING, THE
\ \ \ \
\ \
CHOSEN TIMBER WITH SIZE
CONTRACTOR SHALL VERIFY PIPE DEPTH
AND STRENGTH TO SUPPORT
BEFORE AND CHANNEL GRADING ABOVE).
8ECT10N A -A
4't
SE n0N A -A CONSTRUCTION EQUIPMENT
SECTION A -A
5 UTILITY BANK PROTECTION
6 CHANNEL PLUG
Not to Scale
TEMPORARY STREAM/DITCH CROSSING
Not to Scale
Not to Scale
CHARLOTTE CHARLOTTE WATER
WJ}TER
CHARLOTTE, NORTH CAROLINA
Job N. File Na
Sade. STREAM DETAILS
PLAN AS NOTED FOR
PROFILE HW. AS NOTED
Vat __ALNOTED
CHERRY TREE LANE
As Built Date
BDD
KJH
KJH
MAS
Sheet
1 ,�
Of
1 4
No. Dote By Revision
Surveyed By
Designed By
Drawn By
Pro(ed-Eng,
Approved By
Date

\�Y
I CHANNEL -
I,
NATURAL CHANNEL BOTTOM
(NO MATTING)
EROSION CONTROL
MATTING—
ANCHORS ON
"B" CENTERS
STREAM
EXCAVATE TRENCH AND KEY
INTO GROUND ("A" MIN)
SEED AND MULCH PER VEGETATION
NOTES AND SPECIFICATIONS
EROSION CONTROL MATTING INTO EDGE OF
CUT/FILL PER MANUFACTURER'S SPECIFICATIONS WITH
LIVE STAKING, PERMANENT AND TEMPORARY SEEDING
PER PLANS AND SPECIFICATIONS. (TYPICAL BOTH SIDES)
KEY INTO STREAMBED
(PER TYPICAL
CROSS-SECTION BELOW)
SECTM
"C" (TYP.)
GROUND
`"A" MIN
ANCHORS ON "0"
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"
ANCHOR TRENCH
MATTING IN ON "D" CENTERS
TRENCH
ANCHOR OVERLAP
ON "D" CENTERS
DIRECTION
OF FLOW
"C" OVERLAY
PLAN VEW
NOTES:
1. IN AREAS TO BE MATTED, ALL
SEEDING, SOIL AMENDMENTS, AND
SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS
PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
ANCHORS ON "B" CENTERS
ANCHORS (TYP)
EROSION CONTROL MATTING
JNot to Scale
INSTALL WOVEN COIR FIBER MAT
OVER SEED OR SOD
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
P
INSTALL SPLIT "C" X "C" X "D"
o DEAD STOUT STAKES PER SPECIFICATIONS
"B" LIVE CUTTING /
(DORMANT)) /� EXISTING
GROUND
CF4,7FRN
LIVE STAKE (IN EARTH)
LIVE STAKING ZONE
"G" FROM WATER
SURFACE AS
ONLY RIPARIAN SEED MIX IN MEASURED ALONG
SANITARY SEWER EASEMENT SLOPE
O
SECTION VIEW
WOODY VEGETATION - LIVE STAKING
DIMENSION CHART
BOTANICAL NAME
LABEL
VALUE
UNIT
A
6
INCHES
B
3
FEET
C
18
INCHES
D
1
FEET
E
1
FEET
EXCAVATE TRENCH AND KEY
INTO GROUND ("A" MIN)
SEED AND MULCH PER VEGETATION
NOTES AND SPECIFICATIONS
EROSION CONTROL MATTING INTO EDGE OF
CUT/FILL PER MANUFACTURER'S SPECIFICATIONS WITH
LIVE STAKING, PERMANENT AND TEMPORARY SEEDING
PER PLANS AND SPECIFICATIONS. (TYPICAL BOTH SIDES)
KEY INTO STREAMBED
(PER TYPICAL
CROSS-SECTION BELOW)
SECTM
"C" (TYP.)
GROUND
`"A" MIN
ANCHORS ON "0"
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"
ANCHOR TRENCH
MATTING IN ON "D" CENTERS
TRENCH
ANCHOR OVERLAP
ON "D" CENTERS
DIRECTION
OF FLOW
"C" OVERLAY
PLAN VEW
NOTES:
1. IN AREAS TO BE MATTED, ALL
SEEDING, SOIL AMENDMENTS, AND
SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS
PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
ANCHORS ON "B" CENTERS
ANCHORS (TYP)
EROSION CONTROL MATTING
JNot to Scale
INSTALL WOVEN COIR FIBER MAT
OVER SEED OR SOD
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
P
INSTALL SPLIT "C" X "C" X "D"
o DEAD STOUT STAKES PER SPECIFICATIONS
"B" LIVE CUTTING /
(DORMANT)) /� EXISTING
GROUND
CF4,7FRN
LIVE STAKE (IN EARTH)
LIVE STAKING ZONE
"G" FROM WATER
SURFACE AS
ONLY RIPARIAN SEED MIX IN MEASURED ALONG
SANITARY SEWER EASEMENT SLOPE
O
SECTION VIEW
CONTPACIOR TO LIEE A IANMM OF 2 8PEC® MRM NO OIE BPEC®YJOZ OF TOTAL UrAKER
LIVE STAKES ARE VY TO 7 N DIAMETER AND T-8' N LENQIH
BLACK WLLOW SPECEB ATE TO ES SPACED OUT AND NOT 0110 R®
No. Date By Revision
FLAT
LATE
BAI
SIDE
LOW S
WATT
4
E
LIVE STAKE DETAIL
NOTES:
1. IF USING WOVEN COIR FIBER
MAT, INSTALL LONG STRAW
MULCH BENEATH MAT.
WOODY VEGETATION - LIVE STAKING
COMMOM NAME
BOTANICAL NAME
SPACING
SILKY WILLOW
SALIX SERICEA
24" O.C.
SILKY DOGWOOD
CORNUS ANONUY
24" O.C.
ELDERBERRY
SAMBUCUS CANADENSIS
24" O.C.
BUTTON BUSH
CEPHALANTHUS OCCIDENTALIS
24" O.C.
CONTPACIOR TO LIEE A IANMM OF 2 8PEC® MRM NO OIE BPEC®YJOZ OF TOTAL UrAKER
LIVE STAKES ARE VY TO 7 N DIAMETER AND T-8' N LENQIH
BLACK WLLOW SPECEB ATE TO ES SPACED OUT AND NOT 0110 R®
No. Date By Revision
FLAT
LATE
BAI
SIDE
LOW S
WATT
4
E
LIVE STAKE DETAIL
NOTES:
1. IF USING WOVEN COIR FIBER
MAT, INSTALL LONG STRAW
MULCH BENEATH MAT.
9 LIVE STAKES
Not to Scale
GROUND I
'URFACE
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
Job No. File Na
scalae STREAM DETAILS
PLAN AS NOTED FOR
PROFILE
Hor. AS NOTED
Vert AS NOTED
CHERRY TREE LANE
As Bast Date
Boo KJH KJH MASSnit Of
rw
Sayed By I Desigied By Drawn By Project -Eng Approved By Dote 121141
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
9 LIVE STAKES
Not to Scale
GROUND I
'URFACE
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
Job No. File Na
scalae STREAM DETAILS
PLAN AS NOTED FOR
PROFILE
Hor. AS NOTED
Vert AS NOTED
CHERRY TREE LANE
As Bast Date
Boo KJH KJH MASSnit Of
rw
Sayed By I Desigied By Drawn By Project -Eng Approved By Dote 121141

SPECIAL STILLING BASIN, UTILIZE A
STABILIZED OUTLET INSTEAD OF A
SPECIAL STILLING BASIN IF PUMPING
CLEAN WATER. (SEE NOTES)
1
SPECIAL STILLING BASIN
\ DEWATERING PUMP
IMPERVIOUS DIKE
TEMPORARY FLEXIBLE HOSE
EDGE OF FLOODPLAIN
L
EXISTING STREAM CHANNEL
FLOW
PUMP—AROUND PUMP
SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
1. INSTALL SPECIAL STILLING BASIN(S) AND ENERGY DISSIPATOR FOR
HOSE/PIPE OUTLET.
2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
OPERATIONS FOR STREAM DIVERSION.
4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS.
DEWATER ENTRAPPED AREA. AREA TO BE DEWATERED SHALL BE
EQUAL TO ONE DAYS WORK.
5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLANS.
6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF
IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY
FLEXIBLE HOSE. (DOWNSTREAM IMPERVIOUS DIKES FIRST).
7. PUMP AROUND AREA TO BE STABILIZED WITH MATTING AT THE END OF EACH
WORK DAY. THE IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET
ONLY SHOW THE UPPER AND LOWER EXTENT OF WORK FOR EACH STREAM
SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
LOCATION OF THE IMPERVIOUS DIKES) FOR EACH DAYS WORK. ALL
GRADING MUST BE STABILIZED AT THE END OF THE DAY.
B. REMOVE SPECIAL STIWNG BASIN(S) AND OUTLET CHANNEL AND THEN
BACKFILL. STABILIZE DISTURBED AREA PER THE PLANS AND SPECS.
NOTES
T) ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED
SECTIONS OF CHANNEL.
2) IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM
STREAM FLOW.
3) GRADED STREAM BANKS SHALL BE STABILIZED, WITH MATTING,
PRIOR TO PREDICTED RAIN FALL EVENTS, UNLESS ALL RAIN
EVENT FLOW CAN BE PUMPED AROUND FOR PREDICTED EVENT.
4) MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL
TO THE WORK. THIS INCLUDES POLYETHYLENE
SHEETING, DIVERSION PIPES, PUMPS AND HOSES.
5) PUMPS AND HOSES SHALL BE OF SUFFICICIENT SIZE TO DEWATER
THE WORK AREA.
IMPERVIOUS DIKE —
EXAMPLE OF PUMP AROUND OPERATION
NOT TO SCALE
1 STREAM BYPASS PUMPING
Not to Scale
A
L
PUMP
AROUND
HOSE
A
J
`FILTER FABRIC
8EC110N A -A
ENERGY DISSIPATOR FOR PUMP AROUND HOSE
(IF CLEAN WATER
NOT TO SCALE
NOTE: IF SPECIAL STILLING BASIN IS PLACED ON DISTURBED SOIL THEN A STABILIZED
OUTLET/CHANNEL NEEDS TO BE PROVIDED.
THE STABILIZED OUTLET WILL CONSIST OF A 1'-6' WELL GRADED MIX OF RIP RAP A
MINIMUMOF 1' THICK PER THE DIMENSIONS BELOW. PLACE FILTER FABRIC BETWEEN
THE RIP RAP AND SOIL FOUNDATION. THE STABILIZED OUTLET WILL EXTEND FROM THE
SPECIAL STILLING BASIN TO THE BANK OF THE CHANNEL BELOW THE WORK AREA.
I
0
0
0
_ _ __EXISTIN5
GROUND
3:1 3:1
FILTER FABRIC 3.0 FEET
SPECIAL STILLING BASIN
WITH ROCK PAD
NOT TO SCALE
No. I Date I By I Revision

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CETARI.OTPE, NORTH CAROIINA
STANDARD DETAIL
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July 27, 1995 XV -60 sewer Speci icatbrls/Details (SD)
a.'� aL;M rAa
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July 27, 1995 XV -67 Sewer SpecificallonslDetails (SD)
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ENOINEERINO Dr413ION
CHARLOoTM. NORTH CAROLINA
STANDARD DETAIL
SECFlDN A—A
-an— SEWER
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July 27, 1995 XV -67 Sewer SpecificallonslDetails (SD)
U.S. FOUNDRY& MFG. CORP. 0 t•VENTHOLE
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WEIGHT - 150 LB. MIN., 0% MINUS
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NOTES:
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USE WITH TYPE D OR E FRAME
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a a<
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v
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THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERNCE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 11 WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS
AND ASSOCIATES
Rev
TO KIMLEY-HORN AND ASSOCIATES. INC
CHARLOTTE CHARLOTTE WATER
WGTER CHARLOTTE, NORTH CAROLINA
JOD Na. File NO.
Sc..alUTILITY DETAILS
PLAN AS NOTED FOR
PROFILE Har. AS NOTED
VCt, AS NOTED
CHERRY TREE LANE
5� Date
6DD KJH KJH MAS sheet I Of
surnyea By I D..ig.s By Drawn By Pr0)ett-Engr Approved By Oate
114 14
A JTV OF CHARI OTTF DEPARTMENT

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 10/18/2015
Project/Site: Unnamed Tributary of
Fourmile Creek
Latitude:
35.086833
Evaluator: Chris Tinklenberg, PWS
County: Mecklenburg
Longitude:
-80.762773
Total Points: 30.5
Stream Determination
Other
3
Stream is at least intermittent
Ephemeral Intermitter(Perennial
e.g. Quad Name:
Weddington Quad
if z 19 or perennial if z 30
2
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
ool se uence
0
A. Geomorphology Subtotal = 16.5
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In -channel structure: ex. riffle -pool, step -pool, ripple-
ool se uence
0
1
2
3
1
4. Particle size of stream substrate
0
1
2
3
1
5. Active/relic floodplain
0
1
2
3
3
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
1.5
11. Second or greater order channel
No = 0
Yes = 3
0
a artificial ditches are not rated; see discussions in manual
B. Hvdroloqv Subtotal = 8
12.
Presence of Baseflow
0
1
2
3
2
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
1
15.
Sediment on plants or debris
0
0.5
1
1.5
1
16.
Organic debris lines or piles
0
0.5
1
1.5
1
17.
Soil -based evidence of high water table?
No = 0
0 0.5
Yes = 3
1.5
3
C. Biology Subtotal = 6
18.
Fibrous roots in streambed
3 2
1
0
3
19.
Rooted upland plants in streambed
3 2
1
0
3
20.
Macrobenthos (note diversity and abundance)
0 1
2
3
0
21.
Aquatic Mollusks
0 1
2
3
0
22.
Fish
0 0.5
1
1.5
0
23.
Crayfish
0 0.5
1
1.5
0
24.
Amphibians
0 0.5
1
1.5
0
25.
Algae
0 0.5
1
1.5
0
26.
Wetland plants in streambed
FACW = 0.75; OBL = 1.5; Other = 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
eroding stream
Baseflow observed at large headcut at the project boundary
Channel filled with sediment with no baseflow upstream of the project boundary
Exposed roots connected at the top of banks in some sections
Rip rap crossing observed near the bottom of the project area

Jurisdictional Determination Request
r: x 1,
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/RegulatoryPermitProgram.aspx , by
telephoning: 910-251-4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
Version: December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS
All requestors must complete Parts A, B, C, D, E and F.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not
be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or
your tenant are USDA Program participants, or anticipate participation in USDA programs, you
should also request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
Version: December 2013 Page 2

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: Cherry Tree Lane
City, State: Charlotte, NC
County: Mecklenburg
Directions: Located near the intersection of Highway 16 and High Ridge Road at the end of
Cherry Tree Lane in Mecklenburg County, North Carolina.
Parcel Index Number(s) (PIN): N/A (Charlotte Water Permanent Utility and Temporary
Construction Easements)
B. REQUESTOR INFORMATION
Name: Chris Tinklenberg, PWS
Mailing Address: 200 South Tryon Street, Suite 200
Telephone Number: 704-409-1802
Electronic Mail Addressl: [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.
C. PROPERTY OWNER INFORMATION
Name: Bill Deal
Mailing Address: Charlotte water
600 East Fourth Street, Charlotte, NC 28202
Telephone Number: 704-399-5454
Electronic Mail Address3: [e-mail]
❑✓ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
z Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION
1, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
G"," a F C4a4 c wire Z �9 / 0
Property Owner (please print) Date
.�-- — Gd%, /�, k _ C'l. " co'rrE a,97 Ct* . SE✓� a rc ?,"A
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
❑ I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does include a delineation.
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
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Jurisdictional Determination Request
F. ALL REQUESTS
❑✓ Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
❑✓ Size of Property or Project Area 1.05
acres
10 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:
ZCompleted and signed Preliminary Jurisdictional Determination Form6.
❑✓ Project Coordinates: 35.086816
Latitude -80.762926 Longitude
Maps (no larger than l lxl7) 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, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
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Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data 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
(2) Approved JDs including Verification of a Delineation:
❑ Project Coordinates:
Latitude
Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
1987 Manual Regional Supplements and Data forms can be found at:
http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits/res supp.aspx
Wetland and Stream Assessment Methodologies can be found at:
http://Portal.ncdenr.org/c/document library/set file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&groupld=38364 and,
http://www.saw.usace.army.miI/Portals/59/docs/regulatory/pubIicnotices/2013/NCSAM Draft User Manual 130318.pdf
8 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
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Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets
Tributaries:
❑ USACE Assessment Forms
❑ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
9 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
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Jurisdictional Determination Request
I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard-
copy submittals include at least one original Plat (to scale) that is no larger than 1 l"xl7"
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than I Vx1T', 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
❑ Must clearly depict surveyed property or project boundaries
❑ Must clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
❑ When wetlands are depicted:
• Must include acreage (or square footage) of wetland polygons
• Must identify each wetland polygon using an alphanumeric system
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Jurisdictional Determination Request
❑ 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
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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:
USACE Action ID No.:
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jurisdictional Determination Request
(3) GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
❑ be at sub -meter accuracy at each survey point.
❑ include an accuracy verification:
One or more known points (property corner, monument) shall be located with the
GPS and cross-referenced with the existing traditional property survey (metes and
bounds).
include a brief description of the GPS equipment utilized.
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ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): April 13, 2017
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Chris Tinklenberg, PWS - Kimley-Horn
200 South Tryon Street, Suite 200, Charlotte, NC 28202
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
The project is located east of the intersection of Highway 16 and High Ridge Road at the end of Cherry Tree Lane.
(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. 35.086816 °N; Long. -80.762926 °W,
Universal Transverse Mercator: NAD83
Name of nearest waterbody: unnamed Tributary to Fourmile Creek
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
870 linear feet: 5 width (ft) and/or 0.07 acres.
Cowardin Class: Riverine
Stream Flow: Perennial
Wetlands: acres.
Cowardin Class: NA
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non -Tidal:

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
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:
❑✓ Data sheets prepared/submitted by or on behalf of the
appfi.Qj nt/consultant.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
❑✓ U.S. Geological Survey map(s). Cite scale & quad name: 1:24,000; Weddington
❑✓ 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/FIRM maps:
❑ 100 -year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑✓ Photographs: ❑✓ Aerial (Name & Date): 2016 Meck. Co. aerial
Other (Name & Date): site Photographs taken May 11, 2016
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
2
or

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.
3

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)
L,
C- 4/13/2017
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Estimated
Site Number
Latitude
Longitude
Cowardin
Class
amount of
aquatic
resource in
Class of aquatic
resource
review area
UT to Fourmile
35.086833
-80.762773
Riverine
870 If
Non -section 10
Creek
— non -wetland