20201296 Ver 1_00_20201116_XCLT_D2M_PCN_20201202

Preliminary ORM Data Entry Fields for New Actions
ACTION ID#: SAW- Begin Date (Date Received):
Prepare file folder n Assign Action ID Number in ORM n
1. Project Name [PCN Form A2a]: Cross Charlotte Trail - Davidson to Matheson
2. Work Type: Private n Institutional n Government fl Commercial
3. Project Description/Purpose [PCN Form B3d and B3e]:
The purpose of this project is to construct an approximately 0.31-mile multi-use trail on new location. The trail width ranges from 12-
foot to 16-foot at various locations throughout the trail alignment.The project also includes the replacement of an abandoned railroad
spur timber bridge structure with a 12'x 6'reinforced concrete box culvert.
4. Property Owner/Applicant [PCN Form A3 or A4]: City of Charlotte
5. Agent/Consultant [PNC Form A5 —or ORM Consultant ID Number]:
Chris Tinklenberg, PWS (Kimley-Horn)
6. Related Action ID Number(s) [PCN Form B5b]:
7. Project Location—Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
The project is located along an abandoned railroad right-of-way between E 24th Street and Jordan PI
in Charlotte, Mecklenburg County, NC (35.241043°N, -80.814736°W).
8. Project Location—Tax Parcel ID [PCN Form Bla]: Multiple Linear Project
9. Project Location—County [PCN Form A2b]: Mecklenburg
10. Project Location—Nearest Municipality or Town [PCN Form A2c]: Charlotte
11. Project Information—Nearest Waterbody [PCN Form B2a]: Little Sugar Creek
12. Watershed/ 8-Digit Hydrologic Unit Code [PCN Form B2c]: Lower Catawba (HUC 03050103)
Authorization: Section 10 n Section 404 n Section 10 and 404
Regulatory Action Type:
❑ Standard Permit Pre-Application Request
✓ Nationwide Permit #14 Unauthorized Activity
Regional General Permit# Compliance
I Jurisdictional Determination Request No Permit Required
Revised 20150602

Kimley>>>Horn
November 18, 2020
Mr. Bryan Roden-Reynolds
Wilmington District, Charlotte Regulatory Field Office
US Army Corps of Engineers
8430 University Executive Park Drive
Charlotte, NC 28262
Ms. Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Re: Pre-Construction Notification (NWP#14)
Cross Charlotte Trail — Davidson to Matheson
Charlotte, Mecklenburg County, NC
Dear Mr. Roden-Reynolds and Ms. Higgins:
On behalf of our client, City of Charlotte, Kimley-Horn (KH) is submitting the enclosed Section 404/401
Pre-construction Notification for the above-referenced project for your review pursuant to a Nationwide
Permit #14. The proposed project seeks to construct a 0.31-mile multi-use trail on new location. The
trail width ranges from 12-foot to 16-foot at various locations throughout the trail alignment. The
segment of trail is part of the larger, master-planned Cross-Charlotte Trail. Authorization is requested
to replace an existing abandoned railroad spur timber bridge with a 12-foot by 6-foot reinforced concrete
box culvert as well as the installation of riprap outlet protection below the OHWM of Little Sugar Creek
at three(3)stormwater outfalls.Two potential non-wetland waters of the US (S1 and S2)were identified
in the project corridor. The center of the project corridor is located at 35.241043°N, -80.814736°W. The
following information is included as part of this application submittal:
• Project Summary Sheet
• Pre-Construction Notification Form
• Permit Figures
• Figure 1 —Vicinity
• Figure 2— USGS 7.5'Topo (Charlotte E)
• Figure 3—NRCS Soils (2019 Mecklenburg Co. Aerial)
• Figure 4— Existing Conditions (2019 Mecklenburg Co. Aerial)
• Figure 5— Proposed Conditions (2019 Mecklenburg Co. Aerial)
• Permit Plans
• NCDWQ Stream Identification Forms
• Project Site Photographs
• Agency Correspondence
• Compensatory Mitigation
kimley-horn.com 200 South Tryon Street, Suite 200, Charlotte, NC 28202 704-333-5131

Kimley>>>Horn Page 2
PROJECT BACKGROUND
The Cross-Charlotte Trail (XCLT) is a proposed 26-mile greenway trail proposed to stretch from the
North-South Carolina state line, through the UNC Charlotte Campus and to the Cabarrus County line.
Through a partnership between the City of Charlotte and Mecklenburg County, this trail will connect
parks, landmarks, and major employment centers and will serve both passive and active recreational
opportunities for greenway users, while maintaining and preserving the natural aspects of the corridor.
The Davidson to Matheson (D2M)segment includes the construction of a 0.31-mile multi-use trail. Trail
widths range from 12-foot wide and 16-foot at various locations. This segment also includes the
replacement of an existing abandoned railroad spur timber bridge with a 12-foot by 6-foot reinforced
concrete box culvert.
This segment of trail will tie into the existing Little Sugar Creek Greenway at E 24th St and will continue
northeast to Jordan PI. In general,the 26-mile corridor will utilize existing and maintained sanitary sewer
easement corridors in order to reduce clearing impacts, however, the D2M section of XCLT is heavily
constrained by a number of factors including topography, access, grade-separation issues, aerial and
above-ground utilities and private commercial/residential properties.
POTENTIAL NON-WETLAND WATERS OF THE UNITED STATES
Stream 1 and Stream 2—Perennial
Two perennial streams, Little Sugar Creek (S1) and UT to Little Sugar Creek (S2), are present onsite.
At the time of the field reconnaissance, baseflow was continuous with moderate to high velocity
throughout both stream segments. Both streams have a well-defined channel that generally contains
flowing water year-round. Groundwater and prolonged periods of interflow are the primary influences
of hydrology, while stormwater runoff including surface drainage also influences hydrology. Other
observed physical characteristics of S1 and S2 include a relevant and consistent OHWM including a
clear, natural line impressed on the banks, and changes in character of soil and substrate sorting within
the bed of the stream. Based on these observed OHWM indicators, it is likely that S1 and S2 are
potentially jurisdictional non-wetland waters of the US.
AGENCY CORRESPONDENCE
Cultural Resources
Kimley-Horn consulted the North Carolina State Historic Preservation Office (SHPO) HPOWEB GIS
service on October 2, 2020. No documented architectural, historic, or archaeological sites of
significance within the project boundary were identified. A request letter was submitted to SHPO to
determine the presence of archeological, cultural, or historic resources on November 16, 2020. At the
time of the report, a response has not been received. A copy of the request is attached.
Protected Species
A review of the North Carolina Natural Heritage Program (NCNHP) database on October 2, 2020, did
not indicate known occurrences of threatened or endangered species within the project boundary.
Additionally, pedestrian surveys conducted by Kimley-Horn on October 3, 2020, did not identify any
occurrences of protected species within the property boundary. A concurrence request letter was
submitted to the USFWS on October 9, 2020. A response by USFWS was received on November 16,
2020 confirming a "may affect, not likely to adversely affect determination" (See attached NCNHP
Letter, USFWS Concurrence Request, and USFWS Response).
PROPOSED IMPACTS TO JURISDICTIONAL WATERS
kimley-horn.com 200 South Tryon Street, Suite 200, Charlotte, NC 28202 704-333-5131

Kimley>>>Horn Page
The overall project includes the construction of a 0.31-mile multi-use trail on new location. The trail
width ranges from 12-foot to 16-foot at various locations throughout the trail alignment. Authorization is
requested under NWP 14 to replace an existing abandoned railroad spur timber bridge with a 12-foot
by 6-foot reinforced concrete box culvert as well as the installation of riprap outlet protection below the
OHWM of Little Sugar Creek at three (3) stormwater outfalls.
Riprap outlet protection is necessary in order to meet non-erosive design criteria. Lengths and widths
of outlet protection have been minimized to the greatest extents practicable. The careful placement of
the outfalls will impact Little Sugar Creek below the plane of the OHWM but is necessary to prevent
future bank instability and erosion. Riprap aprons at each impact location will be installed so that the
finished elevation of the riprap does not exceed that of the existing channel bed elevation along Little
Sugar Creek(S1). 22 linear feet(LF)of permanent—no net loss impacts to potential non-wetland
waters of the US is proposed as a result of the riprap outlet protection.
An existing abandoned railroad spur timber bridge over S2 will be removed and replaced with a 12-foot
by 6-foot reinforced concrete box culvert. The culvert has been designed and will be installed in such
a manner that the original stream profile will not be altered. 22 LF of permanent impacts to potential
non-wetland waters of the US is proposed as a result of the culvert installation.A pumped stream
diversion operation will be utilized consisting of an upstream impervious dike, pump and downstream
rock silt check to perform the culvert installation activities in dry conditions. The pumped stream
diversion operation will result in 58 LF of temporary impacts to potential non-wetland waters of the
US.
Overall, impacts associated with the construction of the greenway will result in 44 linear feet of
permanent impacts to potential non-wetland waters of the US and 58 LF of temporary impacts
to potential non-wetland waters of the US.
AVOIDANCE AND MINIMIZATION
A temporary stream diversion operation will be utilized on S2 to create a dry work area to facilitate the
removal of the existing abandoned railroad spur timber bridge structure and installation of the reinforced
concrete box culvert. A pumped stream diversion operation will be utilized consisting of an upstream
impervious dike, pump and downstream rock silt check. All temporary impacts and disturbed areas will
be returned to pre-construction conditions upon completion of the activities.
COMPENSATORY MITIGATION
Compensatory mitigation will be met by the purchase of credits through the City of Charlotte's Stream
and Wetland Mitigation Bank. 22 LF of stream impacts will be mitigated through the purchase of stream
mitigation credits. Based on an NCSAM assessment of Low for S2 and considering the abutments
associated with the existing railroad timber bridge, mitigation is proposed at a 1:1 ratio. Therefore, 22
stream mitigation credits will be purchased from the City for stream impacts. Compensatory mitigation
is not proposed for impacts associated with stormwater outfalls. These impacts include rip-rap bank
stabilization/outlet protection which will not result in any functional loss within the stream-side zone of
LSC since rip-rap stabilization has been historically conducted along the banks of LSC.
kimley-horn.com 200 South Tryon Street, Suite 200, Charlotte, NC 28202 704-333-5131

Kimley)>)Horn Page
Please feel free to contact me 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
kimley-horn.com 200 South Tryon Street, Suite 200, Charlotte, NC 28202 704-333-5131

Kimley>>> Horn
Project Summary Sheet
Project Name: Cross Charlotte Trail-Davidson to Matheson
Applicant Name and Address:City of Charlotte(POC: Joe Frey,PE)
600 East Fourth Street
Charlotte,NC 28202
Telephone Number: 980-219-3589
Type of Request: ®Nationwide PCN(NWP#14) ❑ 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
❑NCDMS 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:Little Sugar Creek River Basin:Lower Catawba
H.U.C.: 03050103 USGS Quad Name:Charlotte E
Property Size(acres): 1.7 acres Approx.Size of Jurisdiction on Site(acres):,
Site Coordinates(in decimal degrees): 35.241043°N,-80.814736°W
Project Location: The project is located along an abandoned railroad right-of-way between E 24th Street and Jordan P1 in
Charlotte,Mecklenburg County,NC.
Site Description: The proposed project includes the construction of an approximately 0.31-mile multi-use trail on new
location.The trail width ranges from 12-foot to 16-foot at various locations throughout the trail alignment.The project also
includes the replacement of an abandoned railroad spur timber bridge structure with a 12' x 6' reinforced concrete box
culvert.
Impact Summary (if applicable): Authorization is requested under NWP 14 to replace an existing abandoned railroad
spur timber bridge with a 12-foot by 6-foot reinforced concrete box culvert as well as the installation of riprap outlet
protection below the OHWM of Little Sugar Creek at three(3)stormwater outfalls.The project proposes 22 LF of permanent
no net loss impacts to Little Sugar Creek(S 1)and 22 LF of permanent impacts to UT to Little Sugar Creek(S2).The project
also proposes 58 LF of temporary impacts to S2.
Open Water Wetland Stream Channel
NWP (acres) (acres) Intermittent and/or Unimportant Perennial and/or Important
Aquatic Function Aquatic Function
Temp. Perm. Temp. Perm. Temp. Perm. Temp. Perm.
lf ac lf ac If ac lf Ac
14 58 44
Total 58 44
Total Permanent(Loss)Impact to Wetland Waters of the U.S.
Kimley-Horn Contact: Chris Tinklenberg,PWS Direct Number: [phone]
Email:chris.tinklenberg@a,kimley-horn.com
kimley-horn.com 200 South Tryon Street,Suite 200,Charlotte,NC 28202 704-333-5131

or,QF WA7E9pG Office Use Only:
_ , Corps action ID no.
Y DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
Ia. Type(s)of approval sought from the
Corps: ® Section 404 Permit ElSection 10 Permit
1 b. Specify Nationwide Permit(NWP)number: 14 or General Permit(GP)number:
1c. Has the NWP or GP number been verified by the Corps? ® Yes ❑ No
Id. Type(s)of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification—Regular 0 Non-404 Jurisdictional General Permit
0 401 Water Quality Certification—Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes ® No ❑ Yes ® No
If. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation ® Yes 0 No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties? If yes, answer 0 Yes ❑ No
1 h below.
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑ No
2. Project Information
2a. Name of project: Cross Charlotte Trail - Davidson to Matheson
2b. County: Mecklenburg
2c. Nearest municipality/town: Charlotte
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state N/A
project no:
3. Owner Information
3a. Name(s)on Recorded Deed: City of Charlotte and Right of Entry Agreements (POC: Joe Frey, PE)
3b. Deed Book and Page No.
3c. Responsible Party(for LLC if
applicable):
3d. Street address: 600 East Fourth St
3e. City, state, zip: Charlotte, NC 28202
3f. Telephone no.: 980-219-3589
3g. Fax no.:
3h. Email address: [e-mail]
Page 1 of 10
PCN Form—Version 1.3 December 10, 2008 Version

4. Applicant Information(if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: Joe Frey, PE
4c. Business name City of Charlotte, Engineering and Property Management
(if applicable):
4d. Street address: 600 East Fourth Street
4e. City, state, zip: Charlotte, NC 28202
4f. Telephone no.: 980-219-3589
4g. Fax no.:
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Chris Tinklenberg, PWS
5b. Business name Kimley-Horn and Associates
(if applicable):
5c. Street address: 200 South Tryon Street, Suite 200
5d. City, state, zip: Charlotte, NC 28202
5e. Telephone no.: 704-409-1802
5f. Fax no.:
5g. Email address: [e-mail]
Page 2 of 10
PCN Form—Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees): Latitude: 35.241043 Longitude: -80.814736
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 1.7 acres (Limits of Disturbance)
2. Surface Waters
2a. Name of nearest body of water(stream, river, etc.)to proposed Little Sugar Creek
project:
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Lower Catawba (HUC 03050103)
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 corridor is located along an abandoned railroad right-of-way between E 24th Street and Jordan Place within
the urbanized Little Sugar Creek(LSC)watershed. Two streams, Little Sugar Creek(S1)and UT to Little Sugar Creek
(S2)are present on-site. Surrounding the creeks and the project corridor are commercial and retail properties and multi-
family residences.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial)on the property:
The total length of all on-site streams is approximately 140 linear feet.
3d. Explain the purpose of the proposed project:
The purpose of this project is to construct an approximately 0.31-mile multi-use trail on new location. The trail width
ranges from 12-foot to 16-foot at various locations throughout the trail alignment. The project also includes the
replacement of an abandoned railroad spur timber bridge structure with a 12'x 6' reinforced concrete box culvert.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will tie into an existing concrete sidewalk at the intersection of E 24th St and N Davidson St and continue to E
25th St. The project corridor continues across N Davidson St from E 25th St, along an abandoned railroad right-of-way, and
ends at the 25th St light rail station. The new greenway seeks to create/enhance neighborhood connectivity, provide safe
bicycle and pedestrian access to the NODA area, as well as provide street access.
In addition to the proposed asphalt and concrete greenway, ranging from 12'wide to 16'wide, an abandoned railroad spur
timber bridge structure will be replaced with a 12' x 6' reinforced concrete box culvert. General construction equipment
includes, but are not limited to, bulldozers, excavators, front-end loaders, etc.will be used for construction purposes.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the Corps
or State been requested or obtained for this property/project
(including all prior phases) in the past? ❑ Yes ® No Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type of
determination was made? ❑ Preliminary Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Kimley Horn &
Name (if known): Assoc., Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 3 of 10
PCN Form—Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for this ❑ Yes ® No Unknown
project(including all prior phases)in the past?
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.
When complete, the Cross-Charlotte Trail will include 26 miles of trail and connectors. Currently, half of the overall trail is in
design or under construction. Per coordination with USACE and NCDWR, any impacts associated with future phases of the
project require compensatory mitigation; therefore, compensatory mitigation is proposed as part of this project. The City of
Charlotte will continue to address future phases of the project and mitigation requirements associated with those phases with
USACE and NCDWR when necessary.
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project(check all that apply):
❑ Wetlands ® Streams-tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
Page 4 of 10
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 Type of jurisdiction
number— Type of impact Type of wetland Forested (Corps-404, 10 Area of impact
Permanent(P) (if known) DWQ—non-404, other) (acres)
or Temporary
(T)
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 Type of impact Stream name Perennial Type of jurisdiction Average Impact
number- (PER)or (Corps-404, 10 stream length
Permanent(P) intermittent DWQ—non-404, width (linear
or Temporary (INT)? other) (feet) feet)
(T)
S1 —Impact 1 S1 —Little Sugar ® PER ® Corps
® P❑ T Rip-rap apron Creek 14 7.5
0 INT ® DWQ
S1 —Impact 2 S1 —Little Sugar ® PER ® Corps
® P❑ T Rip-rap apron Creek 14 7.0
0 INT ® DWQ
S1 —Impact 3 S1 —Little Sugar ® PER ® Corps
❑ P❑ T Rip-rap apron Creek 14 7.5
0 INT ® DWQ
S2—Impact 4 S2—UT to Little ® PER ® Corps
® P❑ T Span replacement Sugar Creek 0 INT ® DWQ 8 22
S2—Impact 5 Temporary rock silt S2—UT to Little ® PER ® Corps 8 30
[' POT check Sugar Creek 0 INT 0 DWQ
S2—Impact 6 S2—UT to Little ® PER 0 Corps
❑ P❑ T Pump around Sugar Creek ❑ INT ® DWQ 8 28
3h. Total stream and tributary impacts 102
3i. Comments:
The overall project includes the construction of a 0.31-mile multi-use trail on new location. The trail width ranges from 12-foot
to 16-foot at various locations throughout the trail alignment. Authorization is requested under NWP 14 to replace an existing
abandoned railroad spur timber bridge with a 12-foot by 6-foot reinforced concrete box culvert as well as the installation of
riprap outlet protection below the OHWM of Little Sugar Creek at three (3)stormwater outfalls.
Riprap outlet protection is necessary in order to meet non-erosive design criteria. Lengths and widths of outlet protection have
been minimized to the greatest extents practicable. The careful placement of the outfalls will impact Little Sugar Creek below
the plane of the OHWM but is necessary to prevent future bank instability and erosion. Riprap aprons at each impact location
will be installed so that the finished elevation of the riprap does not exceed that of the existing channel bed elevation along
Little Sugar Creek(S1). 22 linear feet(LF) of permanent—no net loss impacts to potential non-wetland waters of the
US is proposed as a result of the riprap outlet protection.
An existing abandoned railroad spur timber bridge over S2 will be removed and replaced with a 12-foot by 6-foot reinforced
concrete box culvert. The culvert has been designed and will be installed in such a manner that the original stream profile will
not be altered. 22 LF of permanent impacts to potential non-wetland waters of the US is proposed as a result of the
culvert installation.A pumped stream diversion operation will be utilized consisting of an upstream impervious dike, pump
and downstream rock silt check to perform the culvert installation activities in dry conditions. The pumped stream diversion
operation will result in 58 LF of temporary impacts to potential non-wetland waters of the US.
Overall, impacts associated with the construction of the greenway will result in 44 linear feet of permanent impacts to
potential non-wetland waters of the US and 58 LF of temporary impacts to potential non-wetland waters of the US.
Page 5 of 10
PCN Form—Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody type Area of impact(acres)
-Permanent
(P)or
Temporary(T)
4f.Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
5f.Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico 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) for impact Stream name mitigation (square feet) (square feet)
or Temporary required?
(T)
[' POT ❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments: The proposed project will not impact protected riparian buffers.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The alignment of the Cross City Charlotte Trail utilizes existing right-of-way and replaces an existing timber bridge, thus
minimizing additional impacts to jurisdictional areas.
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PCN Form-Version 1.3 December 10, 2008 Version

1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
A temporary stream diversion operation will be utilized on S2 to create a dry work area to facilitate the removal of the existing
abandoned railroad spur timber bridge structure and installation of the reinforced concrete box culvert. A pumped stream
diversion operation will be utilized consisting of an upstream impervious dike, pump and downstream rock silt check. All
temporary impacts and disturbed areas will be returned to pre-construction conditions upon completion of the activities.
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 project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: City of Charlotte Stream and Wetland Bank
3b. Credits Purchased (attach receipt and letter) Type Stream Quantity 22 LF
3c. Comments: Impact 2 (S2)
Span Replacement
22 LF- Permanent
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.
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PCN Form—Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules)—required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes ® No
buffer mitigation?
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.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
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:
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la. 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? 2.8%
2b. Does this project require a Stormwater Management Plan? ❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
This project is a linear facility and Little Sugar Creek has been grandfathered, therefore, the project is being treated as one
facility and is not subject to the additional impervious built upon area requirements.
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
apply(check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
Page 8 of 10
PCN Form—Version 1.3 December 10, 2008 Version

4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply ❑ ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
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)?
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
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes ® No
2c. If you answered "yes"to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project(based on past and reasonably anticipated future impacts) result in ❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes"to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
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: Wastewater will not be generated by this project.
Page 9 of 10
PCN Form—Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ❑ Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
® Asheville
5d . What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
A review of the North Carolina Natural Heritage Program (NCNHP) database on October 2, 2020, did not indicate known
occurrences of threatened or endangered species within the project boundary. Additionally, pedestrian surveys conducted
by Kimley-Horn on October 3, 2020, did not identify any occurrences of protected species within the property boundary. A
concurrence request letter was submitted to the USFWS on October 9, 2020. A response by USFWS was received on
November 16, 2020 confirming a "may affect, not likely to adversely affect determination" (See attached NCNHP Letter,
USFWS Concurrence Request, and USFWS Response).
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?
NCNHP element occurrence database did not indicate the presence of EFH within the project boundary.
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?
Kimley-Horn consulted the North Carolina State Historic Preservation Office (SHPO) HPOWEB GIS service on October 2,
2020. No documented architectural, historic, or archaeological sites of significance within the project boundary were
identified . A request letter was submitted to SHPO to determine the presence of archeological , cultural, or historic resources
on November 16, 2020. At the time of this report, a response has not been received. A copy of the request is attached.
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: A flood impact analysis report, no-impact certification, and individual
floodplain development permit will be submitted to Mecklenburg County for review and approval prior to construction/restoration
activities. The results of the flood impact analysis show that there is no net increase in base flood elevations.
8c. What source(s) did you use to make the floodplain determination? FIRM Panel 3710455400K
Joe Frey, PE
11 /16/2020
Applicant/Agent's Printed Name A licant/Agents Sig ature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 10 of 10
PCN Form — Version 1 . 3 December 10, 2008 Version

FIGURES

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Kimley)>>Horn Cross Charlotte Trail - Davidson to Matheson
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Kimfey>>)Horn Cross Charlotte Trail - Davidson to Matheson
City of Charlotte
Mecklenburg County, NC

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Kimiey#)Horn Cross Charlotte Trail - Davidson to Matheson
City of Charlotte
Mecklenburg County, NC

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u Limits of Disturbance �. 'J.?, - ,. - f
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Kimfey>>)Horn Cross Charlotte Trail - Davidson to Matheson
City of Charlotte
Mecklenburg County, NC

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Figure 5
Proposed Conditions
Kmfeyi
>>)Horn Cross Charlotte Trail - Davidson to Matheson
City of Charlotte
Mecklenburg County, NC

Legend }• ■ • ti
d Limits of Disturbance .'
Streams (Delineated from survey too _ .""�
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Figure 5a
Proposed Conditions
Kimfey>>)Horn Cross Charlotte Trail - Davidson to Matheson
City of Charlotte
Mecklenburg County, NC

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ti
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Figure 5b
Proposed Conditions
Kimfey>>)Horn Cross Charlotte Trail - Davidson to Matheson
City of Charlotte
Mecklenburg County, NC

PERMIT DRAWINGS

GO
INDEX OF SHEETS PE SEAL , 0
COVER SHEET 1 • MO
GENERAL NOTES 2 ;`s•�.‘*oCAROLr
O\
DETAILS 2A TO 2G ae.:�i�ESS/py'•. C
TYPICAL SECTIONS 2H a))
- ;° `y _
DRAINAGE SUMMARY SHEET 3 = SEAL ! = C
PLAN AND PROFILE SHEETS 4 TO 9 ,1 F031 S76 0. 2, v••1
TRAFFIC CONTROL PLANS TCP-01 TO TCP-02 _ �T� %•rq••7.61 gErt.:'6�'
PAVEMENT MARKING&SIGNING PLANS PM-01 TO PM-05 I ,�1 AR I!T I FI- ,'',''/F 3 ''':�� L nm
EROSION CONTROL PLANS EC-Ol TO EC-09
CROSS SECTION SHEETS XS-01 TO XS-06 GENERAL SERVICES
RETAINING WALL PLAN RW-01
STRUCTURES PLANS S-01 TO S-05 Record Drawings
Construction Plans of Proposed
oTOTAL SHEETS 45 Cross Charlotte Trail-Davidson to Matheson
Project No. 512-16-027
- END PROJECT
Project Features:
:1' #4. i ASPHALT&CONCRETE GREENWAY,DRAINAGE STRUCTURES
AND UTILITY ADJUSTMENTS
E ea \ Its
N
,o 1--I
'T --'
g *i
* lull
,,rie!. '"'R"" 0a E END CONSTRUCTION �� (9 LI
- -L6-STA:601+65.84= END CONS�TRUCaz
VICINITY MAP BEGIN PROJECT -LEl
BEGIN CONSTRUCTION 4, El
NTS BEGIN CONSTRUCTION -L6-STA: 600+00.00 7-- e Z� J
-L1- TA: 113+40.13 ` a
25TH STREET BLE
•�
!----1 STATION(BY OTHERS) y _ �� - a
g R17, IARD7 1- 1
\\1_ L TLE SUGAR O
x J _ CREEK '�_—_� GM
n CIT,
__ lkI. �1 2-�T ST' ECEXTENEION L _ _ �
ItkV :v �� a•• RECOMMENDED
'�'' II'11�4 s� 5 [AAA, *El (... FOR CONSTRUCTION a
g Know what's below. ` Sl- sti e N I �ill
CDOT-Design O
1 Call before you dig. III .d
BEGIN CO • ION .s CDOT-Implementation •5
w -L1-STA�05+58.84 CLT Water CS
ci SURVEY PREPARED BY: O A
END CONSTRUCTION "'= Construction Administration I
u N J.. ntract mon\k.47 STA• 109+91.11 0
c LOCALIZED COORDINATE SYSTEM DEVELOPED FOR Asti,1
,..
THIS PROJECT IS BASED ON STATE PLANE COORDINATES
�� ��� �� —� 7 Engineering Services
3 ESTABLISHED BY:NCGS MONUMENT OR CONTROL
POINT WITH NAD 83(2011)STATE PLANE COORDINATES LOCATION MAP Landscape Management
OF NORTHING:547489.388' EASTING:1457201.654' SCALE:1"=300'
ELEVATION NAVD:THE AVERAGE COMBINED GRID Planning,Design&Development -
4 FACTOR USED ON THIS PROJECT(GROUND TO GRID)IS: CITY OF CHARLOTTE:
CS
.. 0.999845124 VERTICAL DATUM:NAVD 83(2011)ALL LINEAR CONTACT-JOE FREY,P.E. Storm Water Services
= DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES. PROJECT MANAGERma
DATE OF SURVEY:10/22/2013 980-219-3589
. [e-mail] Utility Coordination
•
GPI
• GRAPHIC SCALES �l\,// O
PLANS PREPARED BY: KIMLEY-HORN: Bid Set No. V
• CONTACT-MARIE SUGAR,P.E. _
PROJECT ENGINEER
2 ui
980-201-5649 20 40 60
MARIE.SUGAR KEMLEY-HORN.COM Plan View ♦♦ ■ E
' MI� eV��� ��� _.,_i¢n @ DESIGN E15 (B 20mph GHlA1-I YTT��.
1 LEAN ANGLE 15°(BICYCLES) 20 40 60 v ed
HINDS ENGINEERING,INC. GENERAL SERVICES
k CONTACT-KENDRICK BREVARD Horz.Profile
NC LICENSE#F-0102 UTILITY COORDINATOR 4 s lz / r..i
% 200 South Tryon Street,Suite 200 [e-mail] PROJECT LENGTH = 0.31 MILES Vert.ProfdeCO
Charlotte,North Carolina 28202 0:704-814-4407 5 10 15 •1
Phone: [phone] C:704-962-9016 2018 NCDOT STANDARD SPECIFICATIONS cross section APPROVED O
o. A FOR CITY ENGINEER DA'P1; a

'v' V V V Y
GENERAL NOTES GENERAL NOTES ABBREVIATIONS CONVENTIONAL SIGNS CONVENTIONAL SIGNS
A
PROPOSED CURB ELEVATIONS: ABAND ABANDONED Proposed Property Line Existing Tree 0 .0 I
FENCES: A.D ALGEBRAIC DIFFERENCE
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ASPH ASPHALT Existing Property Line WM
ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR AS APPROX APPROXIMATELY Existing Water Meter ❑
EXISTING PAVEMENT, UNLESS OTHERWISE NOTED. DIRECTED BY THE ENGINEER. BOC BACK OF CURB Maintained as R/W Line wv
DRIVEWAYS AND SIDEWALKS: TREES, SHRUBS, AND HEDGES: BIT BITU I"MARK slope Stake Cut line Existing Water Valve
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION BRG BEARING Proposed Water Valve cv
THE CONTRACTOR IS REQUIRED TO REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE Slope Stake Fill line
JOINT. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY: CB CATCH BASIN GV '
•CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE(3600 PSI). EASEMENT LINES UNLESS SHOWN ON THE PLANS TO BE PROTECTED. WHEN ROOT PRUNING C&G CURB AND GUTTER Conservation Easement Existing Gas Valve RI ^N
•ASPHALT- (COMMERCIAL) TWO INCH S9.5B COURSE AND FOUR INCH I19.00 S NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER IN ACCORDANCE WITH SECTION CL CLEARANCE sO i�
01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. PRUNING SHALL TemporaryConstruction Easement Existing Sanitary Sewer Manhole L�
INTERMEDIATE COURSE. BE PER THE LATEST STANDARD OF THE LANDSCAPE CONSTRUCTION STANDARDS MANUAL C/L FENCE CHAIN LINK FENCE O o
RESIDENTAL TWO INCH S9.5B COURSE AND FOUR INCH AGGREGATE CMP CORRUGATED MTL PIPE O 0
( ) (TYP.) USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & Sidewalk/Utility Easement Proposed Sanitary Sewer Manhole
CONC CONCRETE
BASE (ABC)I COURSE. GUTTERE OR OHAVE SIDEWALK.
USE CLD STD. FOR BRIDGING ,TREE ROOTS. TREESOTONNSPECIFIED BY CONST CONSTRUCTION D� .. .�
•GRAVEL- SIX INCH INCIDENTAL STONE THE PLANS TO HAVE ASPHALT CURBING MUST USE CLD STD. 40.13. TREE PROTECTION SHALL DB DEED BOOK Storm Drainage Easement Existing Storm Drain Manhole = o m e
s SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS, BE IN ACCORDANCE WITH CLD STD. 40.02. WHEN THE TREE IS CLOSE TO THE WORK AREA DCB DOUBLE CB UtilityEasement • 4,el
PER CITY STD. NO, 10.22. TREE PROTECTION CLD STD. 40.12 SHALL BE USED. Proposed Storm Drain Manhole 4 d N
DI DROP INLET /I�\ v,..U
CROSS SLOPES ON SIDEWALKS SHALL NOT EXCEED 2.0%. DIA DIAMETER Post Construction Controls Easement 0 ` /'• m z
SIDE SLOPES: DW DRIVEWAY Existing Telephone Manhole
RUNNING SLOPES ALONG SIDEWALKS SHALL NOT EXCEED 5.0%, OR THE ADJACENT ExistingEasement °•%
DIM DIMENSION 0 a
ROADWAY SLOPE AS MEASURED AT THE GUTTER PAN, WHICHEVER IS GREATER. LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD Proposed Telephone Manhole �'o
E EAST/EASTING c ;j F.t
LI A TURNING SPACE (LANDING) SHALL BE PROVIDED AT ALL LOCATIONS WHERE A DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL) Existing Gas Line
UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ONLY EAL EACH Existing Electric Manhole O n. mi U$r
LL PEDESTRIAN MIGHT TURN TO CHANGE DIRECTION OF TRAVEL. THE LANDING SHALL BE A ELEV ELEVATION Proposed Gas Line z c U
, MINIMUM OF 4 FEET BY 4 FEET, UNLESS NOTED BY THE ENGINEER. TYPICALLY LANDING AS DIRECTED BY THE ENGINEER. Proposed Electric Manhole
ESP EDGE OF PAVEMENT O Em
DIMENSIONS WILL MATCH SIDEWALK WIDTH. THE LANDING ALSO SHALL NOT EXCEED 20% ESMT EASEMENT Existing Water Line g
"c SLOPE MEASURED PERPENDICULAR TO THE ROADWAY. THE LANDING ALSO SHALL NOT EROSION CONTROL: EXIST EXISTING Existing Catch Basin EE a N
9 EXCEED 2.0%OR ADJACENT ROADWAY SLOPE, WHICHEVER IS GREATER, MEASURED F/C FACE OF CURB Proposed Water Line
PARALLEL TO THE ROADWAY. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE FES FLARED END SECTION Proposed Catch Basin
APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE ExistingSanitarySewer P
A CROSS SLOPE TRANSITION PANEL MAY BE REQUIRED WHERE PROPOSED SIDEWALK MEETS FH FIRE HYDRANT
W CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION. DISTURBED AREAS
EXISTING SIDEWALK WITH A CROSS SLOPE GREATER THEN 2.0%. THE TRANSITION PANEL SHALL BE SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER. THE CONTRACTOR FOC FIBER OPTIC CABLE Proposed Sanitary Sewer Existing Light Pole
SHALL NOT EXCEED 2.0%ON THE SIDE OF THE PROPOSED SIDEWALK AND/OR RAMP, AND SHALL FOLLOW THE EROSION CONTROL MEASURES SHOWN ON SHEETS GV GAS VALVE
SHALL MATCH THE EXISTING CROSS SLOPE ON THE SIDE OF THE EXISTING SIDEWALK. HORIZ HORIZONTAL Existing Underground Telecommunications. Proposed Light Pole
DRAINAGE STRUCTURES: INT INTERSECTION
ACCESSIBLE RAMPS AND DEPRESSED CURB: NV INVERT Existing Underground Electric Existing Utility Pole 'O
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE THE CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE CURB RAMPS AT IP IRON PIN SET
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE CURB RAMPS L LENGTH Existing Overhead Utilities Guy Wire -
S OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION DETAILS, "PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC LF LINEAR FOOTAGE
;' BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. PIPE AND BOX CULVERT LENGTHS RIGHT-OF-WAY" (PROWAG), CONSTRUCTION PLANS & NCDOT STANDARD DRAWINGS. LT LEFT Existing Overhead Electric Proposed Utility Pole k o
ARE REPORTED IN THE CONSTRUCTION DOCUMENTS FROM CENTER OF STRUCTURE TO CENTER lb POUND
` OF STRUCTURE, INCLUDING TRANSITIONS, HORIZONTAL AND VERTICAL BENDS. ALL PIPES SHALL RUNNING SLOPES ALONG CURB RAMPS SHALL NOT EXCEED 8.3%, BUT SHALL NOT REQUIRE LP LIGHT POLE Existing Overhead Telephone Iron Pin
BE RCP CLASS III, UNLESS OTHERWISE NOTED. THE RAMP LENGTH TO EXCEED 15 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. MAX MAXIMUM
ALL PANELS OF THE RAMP MUST EQUAL THE SAME PERCENTAGE. MIN MINIMUM Existing Underground Cable TV ExistingFireH Brant -6-v WEEP HOLES ARE TO BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. IF REQUIRED, WEEP Y .
MONO MONOLITHIC
c HOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 3 OF THE STRUCTURE. ATTACH HARDWARE FLARES SHALL BE 10.0%MAXIMUM SLOPE (WHERE APPLICABLE), UNLESS OTHERWISE Existing Underground Fiber Optic.
CLOTH (ALUMINUM OR GALVANIZED STEEL NO. 4 WIRE REINFORCEMENT) TO THE OUTSIDE OF THE DIRECTED BY THE ENGINEER. ph MILES PER HOUR Proposed Fire Hydrant m
STRUCTURE WITH HEAVY DUTY CONSTRUCTION ADHESIVE OVER THE WEEP HOLE. PLACE A MTL METAL Existing Overhead Fiber Optic
o RAMP CROSS SLOPE SHALL NOT EXCEED 2.0%, OR THE ADJACENT ROADWAY SLOPE AS N NORTH/NORTHING Existing Drop Inlet Li
41 POROUS FABRIC BAG FILLED WITH ONE CUBIC FOOT OF NO. 78M STONE AT EACH WEEP HOLE MEASURED AT THE GUTTER PAN. WHICHEVER IS GREATER. NTS NOT TO SCALE Proposed Underground
AGAINST THE HARDWARE CLOTH. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. 0/H OVER HEAD Proposed DropInlet .
UTILITIES: MIGHT TURNA TURNING S TO CCHE ANA E DIRECTION OFF TRAVEL. THED TLANDING ALL CSHALLSBEHA RMINIME A UM OF 4AN 0C ON CENTER Proposed Overhead P l
• /
FEET BY 4 FEET, UNLESS NOTED BY THE ENGINEER. TYPICALLY LANDING DIMENSIONS WILL PAVT PAVEMENT
UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE MATCH SIDEWALK WIDTH. THE LANDING SHALL NOT EXCEED 2.0%SLOPE MEASURED PC POINT OF CURVATURE Existing Storm Drainage
HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS. SIZES. DEPTHS. OR FOR PERPENDICULAR TO THE ROADWAY. THE LANDING ALSO SHALL NOT EXCEED 2.0%OR PERM PERMANENT
COMPLETENESS OF UTILITY INFORMATION. ADJACENT ROADWAY SLOPE, WHICHEVER IS GREATER, MEASURED PARALLEL TO THE PG PAGE Proposed Storm Drainage
- PRIOR TO CONSTRUCTION AND VIA THE CITY UTILITY COORDINATOR AND CITY INSPECTOR, ROADWAY. PI POINT OF INT
THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITIES AFFECTED TO DETERMINE PK PK NAIL SET Existing Guardrail
UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED SAWCUTS: PP POWER POLE Proposed Guardrail
BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY PROP PROPOSED P
HARMLESS FOR ANY THIRD-PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR PSE PERM SW ESMT Existing Fence ."�tN„OARO�"�.�
E. OR THAT OF HIS AGENTS. ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE PT POINT OF TANGENCY
RESPONSIBILITY. 1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE PVI POINT OF VERT INT '4' oFEss/a �y9%
Proposed Fence �y
F. AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE-IN TO FACE OF r RADIUS '''a. SEAL
LINES ONLY. ALL OTHER ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE VARIOUS PROPOSED CURB AND GUTTER. RT RIGHT Silt Fence -v. 031976
UTILITY OWNERS. VIA THE CITY UTILITY COORDINATOR AND CITY INSPECTOR, THE RCP REINFORCED CONC PIPE
a CONTRACTOR SHALL COORDINATE WORK WITH UTILITY OWNERS SO AS NOT TO ADVERSELY TRAFFIC CONTROL. RELOC RELOCATE Proposed Safety Rail S'�Q F4's/N cQ
tt
AFFECT THE PROJECT SCHEDULE. THE CITY WILL NOT BE HELD RESPONSIBLE FOR ANY R/W RIGHT OF WAY °o9iF gJ.�'
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE "WORK Creek/Ditch s.
DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY OWNERS. THE S SOUTH
CONTRACTOR SHALL STAY A MINIMUM OF 5 FEET AWAY FROM ALL UTILITY POLES. AREA TRAFFIC CONTROL HANDBOOK" (WATCH) AND THE TRAFFIC CONTROL PLANS ON SHEETS.... SD STORM DRAIN
SF SQUARE FOOT Railroad Tracks
O FOR UTILITY LOCATES CALL NORTH CAROLINA ONE-CALL(0 1-800-632-4949. S/R FENCE SPLIT RAIL FENCE Accessible RampDomesRai
E SS SANITARY SEWER
O WARNING: OVERHEAD UTILITIES. UNLESS OTHERWISE NOTED FOR RELOCATION, THE STA STATION Tree Protection
CONTRACTOR IS TO WORK UNDER ALL EXISTING OVERHEAD UTILITIES. STANDARDS STD STANDARD SW SIDEWALK
THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER TAN TANGENT Proposed Curb&Gutter,Conc.Drive,Sidewalk I
VAULTS TO FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS TCE TEMP CONST ESMT =
SHALL BE INSTALLED WITHIN CONCRETE BOXES. TEMP TEMPORARY Proposed Asphalt Pavement s
R THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE TP TRAVERSE POINT o +, Y $
TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS. Proposed Rip Rap Ditch m o w
GAS LINES WILL BE ADJUSTED/RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS. VIA THE VW TEST WIRE O- m o a
CITY UTILITY COORDINATOR AND CITY INSPECTOR, THE CONTRACTOR SHALL CONTACT PIEDMONT NCDOT STANDARDS SHALL BE USED. CHARLOTTE LAND DEVELOPMENT STANDARDS O V Z u C o
TYP TYPICAL • z
` NATURAL GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. MAY BE USED IF THERE IS NOT AN APPLICABLE NCDOT STANDARD. Proposed Gravel
U/G UNDER GROUND o" z
NCDOT: UTE PERM UTILITY ESMT Proposed Pavement Removal r���1 I m u o
N EXISTING SANITARY SEWER AND WATER LINE: Vc VERTICAL cuRVE g
VERT VERTICAL Proposed Sidewalk Brid in Tree Roots 4 a
STD. NO.: TITLE: Bridging� PRIOR TO THE BEGINNING OF ANY WATER AND/OR SANITARY SEWER WORK, CONTACT THE W WEST
v' CHARLOTTE WATER PROJECT MANAGER, AND AN INSPECTOR WILL BE PROVIDED FOR WORK 200.02 METHOD OF CLEARING-METHOD II W/ WITHr 0
300.01 METHOD OF PIPE INSTALLATION Sidewalk Cross Slope Transition f o
i OVERSIGHT. WM WATER METER 6
654.01 PAVEMENT REPAIRS W VAULT WATER VAULT Asphalt Milling Q
a WHERE SANITARY SEWERS AND WATER LINES ARE ENCOUNTERED, THE CONTRACTOR SHALL 840.14 CONCRETE DROP INLET WV WATER VALVE ` Or 'm 'm
B USE CARE IN WORKING AROUND OR NEAR THEM. IF AN EXISTING SEWER OR WATER LINE IS 840.16 DROP INLET FRAME AND GRATE 60p SIXTY PENNY NAIL SET m° ° v°
,, DAMAGED. THE CONTRACTOR SHALL IMMEDIATELY REPORT THE PROBLEM TO CHARMECK 311 840.31 CONCRETE JUNCTION BOX • FOOT B o
„, AND THE CHARLOTTE WATER PROJECT MANAGER AND INSPECTOR, AND REPLACE THE SEWER 840.35 TRAFFIC BEARING GRATED DROP INLET INCH B o I
OR WATER LINE WITH CLASS 350 DUCTILE IRON PIPE. THE CONTRACTOR SHALL REPLACE A 1101.01 WORK ZONE ADVANCE WARNING SIGNS C. a
MINIMUM OF 18 FEET OF SANITARY SEWER AND/OR WATER LINE WITH CLASS 350 DUCTILE 1101.02 TEMPORARY LANE CLOSURES
IRON PIPE WHEN ANY OF THE MINIMUM SEPARATION DISTANCES OUTLINED IN THE SPECIAL 1101.04 TEMPORARY SHOULDER CLOSURES
- PROVISIONS FOR THIS PROJECT ARE NOT MET. ALL WATER VALVES, WATER METER BOXES, 1101.11 TRAFFIC CONTROL DESIGN TABLES
a AND WATER VAULTS AFFECTED BY THIS CONSTRUCTION ARE TO BE ADJUSTED TO THE 1110.02 PORTABLE WORK ZONE SIGNS / 4 Z
B FINISHED GRADE BY THE CONTRACTOR. 1135.01 CONES
•
�Wy7!
c 1150.01 FLAGGING DEVICES 9
WATER AND SEWER MAINS ARE TO REMAIN ACTIVE DURING CONSTRUCTION. IF THIS IS NOT 1205.01 PAVEMENT MARKINGS
POSSIBLE, THE CONTRACTOR SHALL FOLLOW CHARLOTTE WATER PROCEDURES AS OUTLINED IN 1205.04 PAVEMENT MARKINGS-INTERSECTIONS
` THE DESIGN MANUAL AND SPECIAL PROVISIONS REGARDING OUTAGES, TEMPORARY WATER 1205.08 PAVEMENT MARKINGS-SYMBOLS AND WORD MESSAGES H W
I SERVICE AND BYPASS SEWER PUMPING. ALL PLANNED OUTAGES ARE TO BE COORDINATED W ^ F
WITH CHARLOTTE WATER, WITH A MINIMUM OF 72 HOURS NOTICES TO THE AFFECTED CHARLOTTE: FF-I 0
RESIDENTS AND BUSINESSES. 4o STD. NO.: TITLE: 0
61 SANITARY SEWER AND WATER SERVICE LATERALS ARE NOT SHOWN ON THESE PLANS AND 10.17A STANDARD CURB AND GUTTER 0 .a
WILL BE ENCOUNTERED DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR 10.17C CURB AND GUTTER i
j COORDINATION WITH CHARLOTTE WATER PERSONNEL TO ENSURE THAT ALL EXISTING SERVICES 10.22 CONCRETE SIDEWALKS
ARE RELOCATED AND KEPT IN SERVICE. THIS WORK IS INCIDENTAL TO ALL CONSTRUCTION 10.25B COMMERCIAL DROP CURB TYPE II DRIVEWAY WITH PLANTING STRIPWg ACTIVITIES. 10.35A STANDARD PLACEMENT OF CURB RAMP AND GENERAL NOTES
10.35B TRUNCATED DOMES PLAN AND CROSS-SECTION
SUBSURFACE PLANS: 20.SSA NCDOT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE CA A W
20.00B NCDOT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE 0/ ©
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR MAY MAKE 20.00C NCDOT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE O
HIS OWN INVESTIGATION TO DETERMINE SUBSURFACE CONDITIONS. 20.03 BRICK DOUBLE CATCH BASIN 15"THRU 36'PIPE �y Q
20.29 OVERLAPPING STORM DRAINAGE/SANITARY SEWER EASEMENTSMINIMUM A
MAIL BOXES: 30.20 EMBANKMENT MATTINE G DETAIL EMENT REQUIREMENTS FOR STORM DRAIN PIPES -
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107-11 OF THE 40.02 TREE PROTECTION DETAIL I..
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH 50.04A SAFETY RAIL i N En
THE U.S. POSTAL SERVICE. 50.04B SAFETY RAIL WARRANTS O
w 50.14 PIANO-STYLE CROSSWALK -.1 ^ /
`THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

/ 1/ \
1/8" GENERAL NOTES:
1 ° 9 1. A GROOVE JOINT 1"DEEP VNTH 1/8"RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 10' • I
FE 1 ° " / INTERVALS. ONE 1/2" EXPANSION JOINT WILL BEI REQUIRED AT INTERVALS OF NOT MORE THAN 45'
raEw CEN 'lE xW rlNr -- AND MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB.A SEALED 1/2"EXPANSION
PaD.g'TcIlC1f �:___•,__� - JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
.xEw a�NraETE wanrvc °e a 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6"THICK.
5•x6•tlIL"YCdE PAD r�s ' 15 ' PAD+"DICK' 4" ., ° ° 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'.WIDTH OF
IF REWIRED -H3'-1'=-1�1f'-9�:1'I- p n .
Rom- _ pfsn RiEce naE lr- I .° ° SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT. ET
' "'- -- ------ '" " 4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL STRE
- _ -1 t p,a ° SECTION,A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING C
ADA SPACE �-. ° a
. -. {E>;1STINN smnrALlc , STREETS.
RAN y T9 REMAIN '_ERA'
ar1D SINI]DIURE �1 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI.IN 28 DAYS. Imo
N
} J I'••''.: �_-____ [NCYCLE RRl RAC( 'I 6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL SUPERSEDE .
5' r-. -' 1• IF 3EOUIR(D
GROOVE JOINT IN SIDEWALK THESE STANDARD DIMENSIONS SHOWN. •• T N N
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. FO i �'-N
�nshfD sIDEwA1K �'ao
' '15 1n rARtEs1 �� 8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION RESULTS IN v �� 4 a01i N
.. r. rtgi49 A MAXIMUM OF 1/4"FROM FLUSH. A ^
-::.. '^ 1.R1tl.:R51Cds REPRFSETIT f1INIRUM a+ p,4.
JJ 5;"' PLANT1, STRIP sTANDARDs,VAppolDRs Y.JST BE Qy
L� ..••:::".. ��•=::. VATS AP6RDNED IHRCJGH CA1 i MD COOT A' `�
x' :: • .•at Pap.EGT a aucER. 1/8"RADIUS A WE ;j E-T.
"1 ' "cuTT[R p" Z U
'LiT
1+--5'ir-1 ' .1 ` 1
f F.% L H } - 51REET EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
u, E]p5T&C CORB e'(AMER- 1/8"TO 1/4" 8
o pyy� V�,� T°REw'IN• /I I WIDTH RISE CROSS-SLOPE `"
i 4' 4" 1.56% he
e. 4" 5' 1" 1.67%
H 6' 1 1.56%
i w 1/2"EXPANSION JOINT 8' 14' 1.56%
11 ce
m n
2
- APPROVED pgTE _ I I JOINT FILLER 0 0 1.50%(2.00%MAX.) 1,1
r
WAITING PAD WITH 5•xto' BOX SHELTER 1/2 R , •• .• • • r
c WITH PLANTING STRIP TRANSVERSE EXPANSION PROPOSED CURB&GUTTER
.• I E.C1.O3A 1 JOINT IN SIDEWALK
PROPOSED 4"CONCRETE SIDEWALK m
DETAILS SHOWING EXPANSION JOINTS r= '
r
IN CONCRETE SIDEWALK
X WAITING PAD W 6
WITH 5'X10'BOX SHELTER WITH PLANTING STRIP CONCRETE SIDEWALKS z
i 0655" (1.6"TO 2.4")
O O O O O O O O O O O O O O O O O O O O O O O
I I I I
O O O O O O O O O O O O O O O O O O O O O O O Q.N CARo,.
O O O O O O O O O O O O O O O O O O O O O O O .`y.°��EESS/49 /*.,
CI O O O O O O O O O O O O O O O O O O O O O O O © O \/ C/ozo
_ ` SEAL
031976
c O O O O O O O O O O O O O O O O O O O O O O O I `�q OHSINE�erQ
O O O O O O O O O O O O O O O O O O O O O O O (1.6"TO 2.4") •9;F 5 5.
5 O O O O O O O O O O O O O O O O O O O O O O O N O O O
U
O O O O O O O O O O O O O O O O O O O O O O O
JOINT SEALER 1/8"RADIUS(TYPICAL) O O O O O O O O O O O O O O O O O O O O O O O
e SU FACE OF GUTTER O O O O O O O O O O O O O O O O O O O O O O O O O O O
IM1,4F: O O O O O O O O O O O O O O O O O O O O O O O s
11111111=111O O O O O O O O O O O O O O O O O O O O O O O I o N o$
a
4~
O O O O < , Z U "5 p
111 45 JOINT FILLER I o 4'-0"MIN.WIDTH COVERED WITH DETECTABLE WARNING MAT 3 F
E (MATCH VMDTH OF TRAIL/RAMP)
TRANSVERSE EXPANSION JOINT s 4
3 ao
NOTES: NOTES: TRUNCATED DOME PLAN VIEW
'LlTc 1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS.FOR VALLEY GUTTER, 6 c c
, A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED.JOINT SPACING MAY BE ALTERED 1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR EMBEDDED TRUNCATED DOME SPACING z
PRODUCT APPROVED BY THE CITY ENGINEER.RETROFIT MATS WILL ONLY BE ALLOWED ON EXISTING RAMPS WITH -o
n BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING. PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION(IE.RESURFACING). 1
2'31 . CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. i <
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,A MINIMUM DEPTH OF 1 1/2"SHALL BE OBTAINED. 2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH,BUT NOT LESS THAN THE WIDTH OF =
3 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS,AND ADJACENT TO ALL RIGID OBJECTS. SIDEWALK LEADING TO BACK OF RAMP.
JOINTS SHALL MATCH LOCATIONS VMTH JOINTS IN ABUTTING SIDEWALK. 3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL.
$ 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I.IN 28 DAYS. 4. DETECTABLE WARNING AREA CAN BE PLACED SQUARE WHERE USED IN A CURB RADIUS. 50%-65%OF BASE DIAMETER IIIo-I Z
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. 5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED PERPENDICULAR TO THE 0
3 GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING SURFACES ARE PROVIDED i7
6. TOP 6"OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100%STANDARD PROCTOR DENSITY. ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 PERCENT,DOME ORIENTATION IS LESS CRITICAL. F-1 p
6. DECTECTABLE WARNING AREA SHALL CONTRAST VISUALLY VMTH ADJACENT GUTTER,STREET OR HIGHWAY,OR 7 \ I1 0.2" W ili
PEDESTRIAN ACCESS ROUTE SURFACE;EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT.ON THE TRYON STREET MALL, F.I
FRENCH GRAY IS TO BE USED. F-1 CA
0 7. IF PAVERS ARE TO BE USED,PAVERS SHALL BE MINIMUM 8000 PSI CONCRETE VMTH A 2-INCH MINIMUM THICKNESS,SET 0 ,
0.9"-1.4"
' ON A THIN-SET MORTAR ON TOP OF 4"THICK 3600 PSI CONCRETE BASE. 0 -
., 8. MATS ARE TO BE RIGID WITH TURNED-DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
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9. DIMENSIONS PER NCDOT 848.06 TRUNCATED DOME SECTION Z A
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3. JOINTN: ALLM FIOTHD JOINTS ARE TIA BE EITHER IGN WELD FIXED ALL AROUND AND ''.I�I,1-/
r GROUND SMOOTH OR COMMERCIALLY DESIGNED FIXED JOINT SYSTEMS
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GREENWAY WITH FOOTINGS. IN LOCATIONS WHERE CONCRETE PAVEMENT IS ON �.y ,��ii
TOP OF OR ADJACENT TO RETAINING WALLS,THE SAFETY RAIL SHALL 27�• 4Lari
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• I
LANE WIDTH(L) LANE WIDTH(L) LANE WIDTH(L) LANE WIDTH(L)
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3 1. PER MUTCD STANDARDS,WHEN CROSSWALK LINES ARE USED THEY SHALL CONSIST OF SOLID WHITE LINES THAT MARK THE CROSSWALK.THEY SHALL BE NOT LESS THAN 150 0
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1. ALL BOLLARD POSTS TO BE REFLECTORIZED.
x 2. IF TRANSVERSE LINES ARE USED TO MARK A CROSSWALK,THE GAP BETWEEN THE LINES SHOULD NOT BE LESS THAN 1.8 M(6 FT).IF DIAGONAL OR LONGITUDINAL LINES ARE 2. BOLLARD PLACEMENT OFFSET FROM INTERSECTIONS IS A MINIMUM OF 5 FEET.
rn USED WITHOUT TRANSVERSE LINES TO MARK A CROSSWALK,THE CROSSWALK SHOULD NOT BE LESS THAN 1.8 M(6 FT)WIDE. 3. REFER TO PLANS FOR LOCATIONS OF BOLLARDS.
i
3. IF USED,THE DIAGONAL OR LONGITUDINAL LINES SHOULD BE 300 TO 600 MM(12 TO 24 IN)VNDE AND SPACED 300 TO 1500 MM(12 TO 60 IN)APART.THE MARKING DESIGN SHOULD
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11—III—III—III—III—III—III—III— Q III—III—III—I I I—I I I—I I I—I I I—I I I—I I I—III- RETROFLECTIVE MARKINGS. Ed W
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

N SEQUENCE OF CONSTRUCTION FOR TYPICAL STREAM WORK AREA
1. CONTRACTOR SHALL DETERMINE A PROPOSED SIZE AND LOCATION OF GEOTEXTLE DEWATERING DIRT 00I
GEOTEXTILE DEWATERING m BAG FOR APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
DIRT BAG WITH n
STABILIZED OUTLET. K I 2. INSTALL GEOTEXTILE DEWATERING DIRT BAG,AS APPROVED.
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771 3. INSTALL BYPASS PUMP AND DEWATERING PUMP AND NECESSARY TEMPORARY FLEXIBLE HOSE.
OR Series
CONNECT DEWATERING PUMP TO GEOTEXTILE DEWATERING BAG.
BY-PASS PUMP OUTLET— _ I 4. PLACE UPSTREAM IMPERVIOUS DIKE AND/OR COFFER DAMS TO ISOLATE THE WORK AREA.BEGIN
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BARRIER FREE; BI-LEVEL WITH ENERGY BYPASS PUMPING FOR STREAM PUMP AROUND OPERATION.9fTCICACC@S5 DISSIPATOR, TYP.
` I'GDB T 5. PLACE DOWNSTREAM IMPERVIOUS DIKE FOR STREAM PUMP AROUND OPERATION. BEGIN DEWATERING
+ la'[aa / Panel I THE ISOLATED WORK AREA. AREA TO BE DEWATERED SHALL BE EQUAL TO ONE DAYS WORK.
PEDESTAL MOUNTED ` 6. PERFORM STREAM REPAIR WORK IN ACCORDANCE'WITH THE PLANS. CI
�s- ~y� DRINKING FOUNTAIN sot 7. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES AND/OR L© p
`a5 I COFFER DAMS.REMOVE IMPERVIOUS DIKES COFFER DAMS,PUMPS,AND TEMPORARY FLEXIBLE HOSE. 0 N
•77�� (DOWNSTREAM IMPERVIOUS DIKES COFFER DAM FIRST).
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r i� r�y• r '1'. I�.r IMPERVIOUS 6. PUMP AROUND AREA TO BE STABILIZED VATH MATTING AT THE END OF EACH WORK DAY. THE rjj e
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� f DIKE, TYP. IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY SHOW THE UPPER AND LOWER EXTENT • -N
C/ I
OF WORK FOR EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE vLOCATION OF THE IMPERV OUS DIKES)FOR EACH DAYS WORK.•
9. REMOVE DIRT BAG AND PROPERLY DISPOSE OF CAPTURED SEDIMENT AND DIRT BAG. STABILIZE
It DISTURBED AREA WITH SEED AND MULCH. APUMP AROUND GENERAL NOTES e W 1, ALL STREAM WORK TO BE PERFORMED"IN THE DRY OUT OF STREAM FLOW EITHER BY a . . U L.sVa Ve 4PBCIACBEIORS: 673
PUMP-AROUND OF2 STREAM DIVERSION N1TH SILT CURTAIN. zMirllmumlb'aximam Pressure2. IMPERVIOUS DIKES OR COFFER DAMS ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW.
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f a MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK.THIS INCLUDES ■1 M
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[. PUMPS AND HOSES.
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4. GRADED STREAM BANKS SHALL BE STABIUZED,WITH MATTING.PRIOR TO PREDICTED RAIN FALL
EVENTS,UNLESS ALL RAIN EVENT FLOW CAN BE PUMPED AROUND FOR PREDICTED EVENT.
a 4„ -- DEWATERING PUMP
N 18 i35) fro FOR SEDIMENT LADEN I 5. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA.
WATER WITHIN WORK AREA
g [2'13]{ OPTIONAL-PF PET FOUNTAIN 6. REFER TO HE PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES.
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,r { EDGE OF� .A DAILY CONSTRUCTION AREA TO BE STABILIZED BY THE END
[9.52] `� y FLOODPLAIN, TYP. OF THE DAY. MAY VARY IN SIZE FROM TOTAL WORK AREA.
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16'WIDE ASPHALT SHARED USE TRAIL Front
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12' WIDE CONCRETE DRIVEWAY TYPICAL SECTION NO.#4
CURB EXTENSION & 10'WIDE CONCRETE SHARED USE TRAIL 6"REINFORCED CONCRETE WITH MICRO FIBER REINFORCEMENT
ALIGNMENT BEGIN STATION END STATION ® 6"CONCRETE DRIVEWAY m $
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

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4 DIVISION OF HIGHWAYS
Note: invert Elevations indicated are tor Bid Purposes only and shall not be used tar project COnslr[ec0iola sinkeol[t. =
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GRAPHIC SCALE IN FEET
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CURVE TABLE //'
E CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT -�11 /
:::::1
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d/b/a ADH LEASING d/b/a ADH LEASING d/b/a ADH LEASING d/b/a ADH LEASING ' �Ni / vi
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

I CURVE TABLE \ / / °F / \
\/ \
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CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT \
C7 200.00' 50.58' N36'43'01"E 50.45' 14'29'26" 25.43' / °�\� \\ I
a C8 200.00' 36.40' N2415'27"E 36.35' 10'25'41" 18.25' �-� <'y /-fii<,Ch�« •
C9 100.00' 13.67' N15'07'43"E 13.65' 7'49'47" 6.84' PROPERTY LINE '�
- - / / �'� I GRAPHIC SCALE IN FEET
- �' / 0 10 20 40
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rl TAX CODE:083-053-15 FOUNTAINS NODA HOLDINGS __/ hh /
\!;sir",, _f+ E.28101 PG i66 / /
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TAX CODE 083-053-OB TAX PARCEL:083-052-09 1
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DB 2211 PG 184
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0 2201 N.DAVIDSON STREET �\ \\ _a n� \ \ TAX PARCEL:083-052-09
1/.4/1�i� y \ DB 28101 PG 166 a1 ?yor PROPERTY LINE �\ \ a\ \\ 7 e \ \ a
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BEGIN REMOVAL OF \� \ / F _/81. a' _��_ e F e - e _ e_ e% I_—`,a
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TAX CODE:083-05310 CONSTRUCTION \` / \— e F — GE 'E N
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DB 22780 PG 217 PROPOSED(1)BOLLARW / —��� `_ -- -_ - P _ O z
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

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C10 439.76' 271.78' N6'29'27"W 267.47' 35'24'35" 140.39' \\ / / / \/ /// 1 /4 'tr'A:124+43,39' �
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

i .v. v.
GENERAL NOTES PROJECT NOTES CONSTRUCTION PHASING STANDARDST . ----\
A)ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE MOST CURRENT EDITIONS 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL FINAL SIGNING AND PAVEMENT MARKINGS. CONSTRUCTION PHASING: 1101.01 WORK ZONE ADVANCE WARNING SIGNS le I
OF THE CHARLOTTE DEPT.OF TRANSPORTATION(CDOT)WORK AREA TRAFFIC CONTROL 1101.02 TEMPORARY LANE CLOSURES
HANDBOOK(W.A.T.C.H.),THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.),THE NORTH 2.CONTRACTOR SHALL ONLY WORK ON ONE CORNER OF AN INTERSECTION AT A TIME. 24TH STREET ROW: 1101,03 TEMPORARY LANE CLOSURES
CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT)SUPPLEMENT TO THE M.U.T.C.D.,THE NCDOT ROADWAY USE WATCH DIAGRAM#26 DETOUR PLAN FOR CLOSED ROAD(USE FOR MINOR STREETS 1110.02 PORTABLE WORK ZONE SIGNS
STANDARD DRAWINGS AND THE CURRENT EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS 3.DURING THE HOURS OF 7:00 AM-9:00 AM AND 4:00 PM-6:00 PM MONDAY THRU FRIDAY CONSTRUCTION OR ONLY)AND WATCH DIAGRAM#2 SIDEWALK DETOUR/DIVERSION.INSTALL CROSSWALK 1130.01 DRUM
AND STRUCTURES. MAINTENANCE WORK WHICH INVOLVES CLOSURE OF A TRAVEL LANE WILL NOT BE ALLOWED ON STRIPING. 1150,01 FLAGGING DEVICES
THOROUGHFARE STREETS EXCEPT FOR EMERGENCY SITUATIONS OR WITH APPROVAL FROM CDOT. 1250.01 PAVEMENT MARKERS
B)THE CONTRACTOR IS TO NOTIFY CDOT IN WRITING 10 WORKING DAYS IN ADVANCE OF ANY ROAD CLOSURE NORTH DAVIDSON STREET:
OR 5 WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES IN ACCORDANCE WITH SECTION 3 OF 4.THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE STREET AT A TIME,UNLESS OTHERWISE USE WATCH DIAGRAM#4 WORK AREA ON SHOULDER(MINOR ENCROACHMENT ON WATCH DIAGRAMS =N
THE W,A.T.C.H.HANDBOOK. INSTRUCTED BY THE ENGINEER.THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE BLOCK EACH DAY IN PAVEMENT).INSTALL BIKE CORRAL STRIPING;MAINTAINING A MINIMUM OF TWO(2)10. #2 SIDEWALK DETOUR/DIVERSION
ORDER TO DECREASE THE AMOUNT OF BACKFILL. TRAVEL LANES IN BOTH DIRECTIONS. #4 WORK AREA ON SHOULDER(MINOR ENCROACHMENT ON PAVEMENT) Smog
C)ALL SIGNAL REVISIONS OR SHIFTS OF SIGNAL HEADS WILL BE THE RESPONSIBILITY OF CDOT;PRIOR TO #6 WORK AREA IN TRAVEL LANE(MAINTAINING 2-WAY TRAFFIC) NI
REVISING TRAFFIC LANES WHICH REQUIRE SIGNAL REVISIONS,THE CONTRACTOR SHALL NOTIFY THE CDOT 5.IF AN OPEN TRENCH OR A DIFFERENCE IN GRADE BETWEEN LANES GREATER THAN 1 INCH IS TO REMAIN 25TH STREET: 26 DETOUR PLAN FOR CLOSE ROAD(USE FOR MINOR STREETS ONLY) 0 V.
IMPLEMENTATION SECTION MANAGER(GUS JORDI/336.7086)A MINIMUM OF 30 CALENDAR DAYS IN ADVANCE. OVERNIGHT,AREA SHALL BE BACKFILLED IN ACCORDANCE WITH DETAIL"A"(THIS SHEET)OR TRAFFIC BEARING USE WATCH DIAGRAM#4 WORK AREA ON SHOULDER(MINOR ENCROACHMENT ON ._
TRAFFIC LANES SHALL NOT BE SHIFTED UNTIL THE REQUIRED SIGNAL REVISION/SHIFT IS COMPLETE AND STEEL PLATES SHALL BE USED. PAVEMENT).BEGIN TRAIL CONSTRUCTION. = No N
READY FOR ACTIVATION.FOR NOTICES RELATED TO SIGNAL WORK REQUIRING NEW UTILITIES,REFER TO
PROJECT NOTES. 6.PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE PROJECT.THEY ARE TO BE v ^ W E N
26TH STREET ROW:
USED AT SPECIFIC LOCATIONS AS REQUIRED BY THE DETAILS OF THE TRAFFIC CONTROL PLANS. ". x '-,.i
D)THE CONTRACTOR SHALL BE REQUIRED TO FURNISH,INSTALL,RELOCATE,AND MAINTAIN ALL TRAFFIC USE WATCH DIAGRAM#26 DETOUR PLAN FOR CLOSED ROAD(USE FOR MINOR STREETS ° ^ u,7
CONTROL DEVICES,SIGNS,BARRICADES,WARNING AND/OR CHANNELIZING DEVICES FOR WORK SITES AND 7.TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT.TO A TRENCH AT EXISTING GRADE, ONLY)AND WATCH DIAGRAM#2 SIDEWALK DETOUR/DIVERSION }
DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. MEASURED FROM THE SIDE FACING TRAFFIC. NORTH BREVARD STREET: W T '-4-
USE WATCH DIAGRAM#4 WORK AREA ON SHOULDER(MINOR ENCROACHMENT ON m ''
E)CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL W.A.T.C.H.DIAGRAMS OR STANDARDS 8.MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES SHALL BE 20 FT.IN TANGENT AREAS,20 FT.IN TAPERS,
PAVEMENT).USE WATCH DIAGRAM#6 WORK AREA IN TRAVEL LANE(MAINTAINING 2-WAY Pw
BE USED IN ONE AREA OF CONSTRUCTION.CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL AND 10FT.IN RADII UNLESS OTHERWISE INDICATED ON THE PLANS. TRAFFIC).INSTALL CROSSWALK STRIPING DURING OFF-PEAK HOURS. 7 o V
BE MOVED,SUPPLEMENTED,CHANGED,OR REMOVED AS NECESSARY TO COMPLY WITH THE CONSTRUCTION �'
PHASING OF THE PLANS.THE LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE 9.WHEN USING TYPE III BARRICADES WITH SIGN(R11-2)ATTACHED, BARRICADES SHALL BE OF SUFFICIENT
ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE INFORMATION WHEN TWO OR MORE LENGTH TO CLOSE ROADWAY. ■mmo A
TYPICALS AND/OR ROADWAY STANDARD DRAWINGS OVERLAP.
10.WHEN USING TYPE III BARRICADES WITH SIGN(R11-4)ATTACHED,BARRICADES SHALL BE OF SUFFICIENT DIAGRAM 4 VV5-1 W21.4
F)CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR LENGTH TO CLOSE 1/2 ROADWAY. WORK AREA ON SHOULDER ROAD ROAD
A VERTICAL CREST OR HORIZONTAL CURVE,THE WORK AREA SHALL BE EXTENDED SO THAT LANE CLOSURE (MINOR ENCROACHMENT ON PAVEMENT) NARROWS WORK
BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING SIGHT DISTANCE IS MET. 11.WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5 FT.FROM THE EDGE OF TRAVELWAY,USE WATCH DOWNSTREAM TAPERAHEAD BUFFER TAPER
DIAGRAM#9.
50' VARIES 175' 100' 100' 100'
G)OFF-DUTY POLICE OFFICERS MAY BE REQUIRED AS DIRECTED BY THE ENGINEER TO BE PRESENT FOR (275') (125') (200') (200')
CONTROLLING TRAFFIC DURING CONSTRUCTION HOURS. 12.WHEN TRAFFIC PROCEEDS THROUGH OR ADJACENT TO CONSTRUCTION ACTIVITY OR A WORK ZONE, o
FLAGGER(S)AND FLAGGER SYMBOL SIGN(S)(W20-7A)SHALL BE USED AS DIRECTED BY THE ENGINEER TO ((275')) ((250')) ((350')) ((350')) i
H)THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL-MAINTAINED SLOW AND/OR STOP TRAFFIC AND DIRECT IT THROUGH THE WORK AREA.SIGN W20-7A SHALL NOT BE -I a:
SIGNS,BARRICADES,WARNING AND/OR CHANNELIZING DEVICES.ON CONNECTING ROADS,ALL BARRICADES, DISPLAYED EXCEPT WHEN FLAGGER IS PRESENT. F
SIGNS,WARNING,AND/OR CHANNELIZING DEVICES SHALL BE MOVED,SUPPLEMENTED,CHANGED,OR 0V /�
REMOVED AS REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER. 13.THE CONTRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT TO PROPOSED O O O O 0 0 O O 0
PAVING OPERATION. 10'MINIMUM
I)WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE
REQUIRED SIGNS,BARRICADES,WARNING,AND/OR CHANNELIZING DEVICES ARE INSTALLED AND APPROVED 14.INSTALL ADVANCE WARNING DEVICES FOR RIGHT LANE CLOSURE ACCORDING TO NCDOT STD.1101.02 AND 20'
BY THE ENGINEER. 1101.04 (40')
J)THE CONTRACTOR SHALL CONTACT GUS JORDI,IMPLEMENTATION SECTION MANAGER(704-336-7086)WITH 15.CONTRACTOR SHALL SUPPLY AND INSTALL ALL TEMPORARY PAVEMENT MARKINGS AS SHOWN ON THE ((40)) m
THE CITY OF CHARLOTTE DEPARTMENT OF TRANSPORTATION(CDOT)TWO WEEKS PRIOR TO BEGINNING ANY PLANS OR AS DIRECTED BY THE ENGINEER.
WORK THAT WILL REQUIRE THE RELOCATION OR PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL - o
DEVICES BY THE CITY. 16.AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTIVITY,THE DIFFERENCE IN ELEVATION BETWEEN F-
LANES SHALL NOT EXCEED 1 INCH. o
K.THE CONTRACTOR MUST MAINTAIN DURING ALL PERIODS OF CONSTRUCTION ACTIVITY THE ABILITY TO FLAG
TRAFFIC USING QUALIFIED FLAGGERS WHEN NECESSARY OR REQUIRED 17.FLAGGER(S)AND FLAGGER AHEAD SYMBOL SIGN(S)(W20-7A)MAY BE REQUIRED TO DIRECT TRAFFIC 100' NOTES:
THROUGH CONSTRUCTION ZONE DURING PAVEMENT DEMOLITION AND/OR CONSTRUCTION ACTIVITIES. F (200') - o 0
L.THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT MARKINGS AND ADDRESS CONFLICTING ((350')) 1.SPACING-25 M.P.H.OR LESS
PAVEMENT MARKINGS IN ACCORDANCE VMTH SECTION 17 OF THE W.A.T.C.H.HANDBOOK OR AS DIRECTED BY 18.THE CONTRACTOR SHALL REMOVE ANY CONFLICTING PAVEMENT MARKINGS. ROAD o 0
THE ENGINEER.THE CONTRACTOR SHALL MAINTAIN ANY EXISTING PAVEMENT MARKINGS UNLESS OTHERWISE ME (((SPA )30 035 M.P.H ARROW PANEL DISPLAY(IF USED)
DIRECTED BY THE ENGINEER. 19.THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MARKINGS WHICH HAVE BEEN OBLITERATED ((SPACING)) M.P.H
W21-4
BY CONSTRUCTION ACTIVITIES AT THE END OF EACH DAY'S OPERATIONS.
2.TYPE III BARRICADE REQUIRED AT ALL TIMES. LEGEND
M)THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC ON ALL PORTIONS OF THIS PROJECT UNLESS 4••••H„CA Ro�''o,
OTHERWISE SPECIFIED IN THE PLANS,PROJECT NOTES,OR BY THE ENGINEER, 20,REFER TO NOTE 12 AND SEE DETAIL"A"(THIS SHEET)REGARDING BACKFILLING AGAINST EDGE OF 3.NO ADVANCED SIGNAGE REQUIRED IF 6'OR MORE OF 0 CONES/DRUMS •.••�a`S FEgg/,Z�yL,
TRAVELWAY. CLEARANCE IS MAINTAINED FROM EDGE OF PAVEMENT. I--I TYPE III BARRICADE QS,E9/171.6
Qo yq9'�N)CONTRACTOR WILL BE REQUIRED TO PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR _ e
PROPERTY THROUGHOUT THE PROJECT LIMITS,INCLUDING REASONABLE INGRESS AND EGRESS FOR 21.INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL BUSINESSES AND DWELLINGS AFFECTED BY THE4,WHEN EXCAVATING WITHIN 4'OF THE EDGE OF VEMENT,THE T SIGN -BUSINESSES.SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS. PROJECT.SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS, ®WORK AREA y.',./
Q••
ADJACENT LANE SHOULD BE CLOSED TO TRAFFIC USING OTHER NE V
0)THE CONTRACTOR IS TO NOTIFY(BY MAIL)ALL PROPERTY OWNERS AND OCCUPANTS WHO HAVE DIRECT 22,ALL TRAVEL LANES SHALL REMAIN OPEN DURING PERIODS OF CONSTRUCTION INACTIVITY,UNLESS APPLICABLE DIAGRAMS UNLESS BRACING OR SHORING IS USED. i ARROW PANEL ,. S Ss
ACCESS TO THE ROADWAY WITHIN THE PROJECT LIMITS A MINIMUM OF 5 AND A MAXIMUM OF 10 WORKING OTHERWISE INSTRUCTED BY ENGINEER. 5.IF BIKE LANE IS PRESENT THE PROPER CLOSURE IS
DAYS PRIOR TO INSTALLING TRAFFIC CONTROL DEVICES IN FRONT OF THOSE PROPERTIES.NOTIFICATIONS REQUIRED USING SIGNS AND CONES.REFER TO DIAGRAM 31.
SHOULD INCLUDE CONTACT PERSONS NAME,TELEPHONE NUMBER,EMAIL ADDRESS,AND MAILING ADDRESS.
DIAGRAM 6
P)THE CONTRACTOR SHALL PATROL THE WORK SITE AT THE BEGINNING AND END OF EACH WORK DAY(AT A WORK AREA IN TRAVEL LANE
MINIMUM)TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING PROPERLY. THE CONTRACTOR SHALL COORDINATE WITH CATS AND CDOT TO IDENTIFY SAFE BUS LOADING AND (MAINTAINING 2-WAY TRAFFIC)
CONTRACTOR SHALL ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING AT ALL UNLOADING ZONES FOR SCHEDULED STOPS ALONG NORTH DAVIDSON STREET AND ALL OTHER ROADS W5-1 W21-4
TIMES DURING PERIODS OF CONSTRUCTION INACTIVITY. ROAD ROAD
IMPACTED BY CONSTRUCTION.CONSTRUCTION TO ACCOMMODATE SAFE LOADING AND UNLOADING ZONES. WORK
DOWNSTREAM ARROWS µMD &
CO DURING PERIODS OF INACTIVITY OR AT NIGHT,EQUIPMENT SHALL NOT BE PARKED IN SUCH A MANNER AS TAPER TAPER 6
TO BLOCK SIDEWALKS,TRAFFIC CONTROL DEVICES,OR THE MOTORISTS'VIEW OF TRAFFIC.EQUIPMENT SHALL I.. 50' BUFFER 100' 100' 100'
BE AT LEAST 10 FEET AWAY FROM THE TRAVEL LANE. VARIES 175' (125') (200') (200') u
(275') ((250')) ((350')) ((350')) rn
R)WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION ACTIVITY,THE ` ../ ((275')) u p
TWO OPPOSING DIRECTIONS MUST BE PHYSICALLY SEPARATED.TRAFFIC CONES CAN BE USED FOR THIS
PURPOSE DURING DAYLIGHT HOURS;REFLECTORIZED CONES OR DRUMS MUST BE USED AT NIGHT.TRAFFIC -I -I a I
SHALL NOT BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION INACTIVITY UNLESS PAVEMENT TRAVELWAY WORK ZONE _ 0 O /////////////// T 0 O '
MARKING CONFLICTS ARE APPROPRIATELY ADDRESSED AND AGREEMENT ON REMOVAL OR NOT IS WORKED O O O 1 Q1•0 O i '.,-
OUT WITH THE ENGINEER IN ACCORDANCE WITH SECTION 16 OF THE W.A.T.C.H.HANDBOOK.IF THE ENGINEER CI
APPROVES TRAFFIC TO CROSS THE CENTER LINE DURING CONSTRUCTION INACTIVITY,ONLY REFLECTORIZED 1 INCH 0 10'MINIMUM 0 - I E'
DRUMS MUST BE USED. O O Oe
0 O O O 00 O O 00 C:
S)THE CITY ENGINEER OR DIRECTOR OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION OR THEIR / 10'MINIMUM P.' g CI m
APPOINTED REPRESENTATIVES ARE AUTHORIZED TO STOP ANY WORK WITHIN PUBLIC RIGHT OF WAY THAT 1 m z a O x, 2
DOES NOT FOLLOW THIS TRAFFIC CONTROL PLAN OR REQUIREMENTS OF THE W.A.T.C.H.AND THE M.U.T.C.D. 8.1�'�'E M (p,) N o I •,-'...a i o
UNTIL SUCH REQUIREMENTS ARE MET. F- I- ((40')) a
T)ADJACENT LANES TO CONSTRUCTION ZONES MAY REMAIN OPEN IF LATERAL CLEARANCE BETWEEN EDGE OF
TRAVEL LANE AND EQUIPMENT IS EQUAL TO OR GREATER THAN 2 FEET(INCLUDING WIDTH OF DRUM).IF A DETAIL A I TAPER BUFFER
DROPOFF EXISTS WITHIN THE WORK ZONE,CONTRACTOR SHOULD FOLLOW SECTION 10 OF THE W.A.T.C.H. I 100' 00' 100' 175'1 _ __
HANDBOOK PERTAINING TO ADJACENT LANE CLOSURES DUE TO DROPOFFS. I_ (200') (200') (125') (275') VARIES DOWNSTREAM I' Z
N.T.S. ROAD ((35(Y)) ROAD ((35(Y)) ((250')) ((275')) TAPER Il Il O
U)THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN.THE CONTRACTOR SHALL WORK NARROWS 50' j/] O
COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE.WHEN A CONSTRUCTION '
Km i.
PHASE IS DIVIDED INTO STEPS,THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH STEP IN W21-4 W5-1 F I.I 0 W
SEQUENCE.(EXAMPLE:THE REQUIREMENTS OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO SIDEWALK ( SM.GLOM AG 1 W W
PHASE II;THE REQUIREMENTS OF STEP 1 OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO STEP 2 Il W �••I
OF PHASE I).ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL BE PERFORMED BY THE CONTRACTOR, CLOSED CROSS SS II NOTES:
���FIII
F Z
EXCEPT WHERE IT IS SPECIFIED FOR CERTAIN WORK TO BE PERFORMED BY OTHERS.
WORK ZONE C41/
C39 1.SPACING-25 M.P.H.OR LESS 0 0
V)THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A TIME IN ANY 24"x12" (SPACING)-30&35 M.P.H o o I.� Q V
ONE DIRECTION. (R919) (R9-11) ((SPACING))-40 M.P.H o o C)
W)CONTRACTOR SHALL NOT BE ALLOWED TO WORK ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WITHIN 2 TYPE III BARRICADE REQUIRED AT ALL TIMES. ARROW PANEL DISPLAY(IF USED) : 4 �V .�,
THE SAME AREA EXCEPT WHERE THE ROADWAY IS DIVIDED BY A RAISED MEDIAN.IT WILL BE ACCEPTABLE TO V
CONSTRUCT BORE PITS ON EACH SIDE OF A ROADWAY FOR BORING UTILITIES UNDER THE ROADWAY UNLESS • I 3.IF CLOSURE IS LONG-TERM(SEE SECTION 17),PAVEMENT LEGEND CA
SUPERCEDED BY ENGINEER TO COMPLY WITH PEDESTRIAN REQUIREMENTS OR LATERAL CLEARANCE FROM • 0 CONES/DRUMS• MARKING SHALL BE REVISED TO MATCH THE TRAFFIC PATTERN. CA A F�]I
TRAVEL LANES. DRUMS ON CENTERLINE ARE NOT REQUIRED IF PAVEMENT
MARKINGS ARE REVISED, I-I TYPE III BARRICADE o
X)THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO SECTION VII(PEDESTRIAN CONSIDERATIONS)OF THE -1- SIGN o W
�W.A.T.C.H. } 4.WHEN EXCAVATING WITHIN 4'OF THE EDGE OF VEMENT,THE ®VVORK AREA _` V A
II ADJACENT LANE SHOULD BE CLOSED TO TRAFFIC USING OTHER 80
APPLICABLE DIAGRAMS UNLESS BRACING OR SHORING IS USED. i ARROW PANEL 1••1
0
5.IF BIKE LANE IS PRESENT THE PROPER CLOSURE IS Know what's below. Pi o
FED SIGNAGE DETAIL REQUIRED USING SIGNS AND CONES.REFER TO DIAGRAM 31. Call before you dig. F, U
\\ N.T.S. /N F
THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC. /\

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UFLASHING ARROW PANEL(TYPE C) 24TH STREET ROW: W 0
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ONLY)AND WATCH DIAGRAM#2 SIDEWALK DETOUR/DIVERSION.INSTALL CROSSWALK — — _ W
I III✓J PORTABLE MESSAGE SIGN STRIPING.
• DRUM NORTH DAVIDSON STREET: O O 4
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USE WATCH DIAGRAM#4 WORK AREA ON SHOULDER(MINOR ENCROACHMENT ON
PAVEMENT).INSTALL BIKE CORRAL STRIPING;MAINTAINING A MINIMUM OF TWO(2)10' 0 U -45
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� 25TH STREET: ►. 44 F. a
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26TH STREET ROW:
FLAGGER USE WATCH DIAGRAM#26 DETOUR PLAN FOR CLOSED ROAD(USE FOR MINOR STREETS 1 �y f"'1
ONLY)AND WATCH DIAGRAM#2 SIDEWALK DETOUR/DIVERSION 0 W
/////// WORK AREA NORTH BREVARD STREET: / V O a
USE WATCH DIAGRAM#4 WORK AREA ON SHOULDER(MINOR ENCROACHMENT ON el
� -, ... PAVEMENT).USE WATCH DIAGRAM#6 WORK AREA IN TRAVEL LANE(MAINTAINING 2-WAY Know what's below. , I Ln
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

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PAVEMENT MARKING LEGEND:
PAVEMENT MARKING LINES
11) THERMOPLASTIC (4"WHITE,120 MILS) 4"X 10'SKIP
ID THERMOPLASTIC (4"WHITE,120 MILS) 4"x 3'MINISKIP I. e
ID THERMOPLASTIC (4"WHITE,120 MILS) SOLID LANE LINE z
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THERMOPLASTIC (4"YELLOW,120 MILS) **4"X 3'MINISKIP WITH 9'GAP I ' g
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Ial THERMOPLASTIC (4"YELLOW,120 MILS) DOUBLE CENTER C
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THERMOPLASTIC (6"WHITE,120 MILS) SOLID LANE LINE a 8 o
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11) THERMOPLASTIC (8"WHITE,90 MILS) GORELINE s
jJ THERMOPLASTIC (12"YELLOW,90 MILS) TRAVERSE LINE
THERMOPLASTIC (8"WHITE,120 MILS)12
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�� THERMOPLASTIC (ALPHANUMERIC CHARACTER,120 MILS) 8141e �i
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EROSION CONTROL Y moo-
SEDIMENT AND EROSION CONTROL PROCEDURES STORM DRAINAGE NOTES CONSTRUCTION SEQUENCE
1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL 1. PRIOR TO CLEARING AND EARTHWORK ACTIVITIES,THE CONTRACTOR SHALL OBTAIN AN APPROVED GRADING PERMIT 1. ALL STORM DRAINAGE PIPE TM HIN PUBLIC ROAD RIGHT-OF-WAYS TO BE CLASS III REINFORCED CONCRETE PIPE PER •C I
MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPUCABLE NCDEMLR EROSION MD SEDIMENT FROM THE NCDEMLR INSPECTOR AND THEN INSTALL ALL EROSION CONTROL DEVICES SPECIFIED AND AS INDICATED ON NCDOT STANDARDS,UNLESS OTHERWISE NOTED. CONSTRUCTION SEQUENCE:
CONTROL REGULATIONS. THE DRAWINGS. DURING EACH PHASE OF SITE CONSTRUCTION THE CONTRACTOR SHALL ADJUST,RELOCATE,AND/OR
REINSTALL AS APPUCABLE ALL EROSION CONTROL DEVICES AND SEDIMENT DISCHARGE FROM THE SITE. 2. FLARED END SECTION INVERTS ARE SET AT OR SUGHTLY BELOW EXISTING GRADE. VERIFY ELEVATIONS IN FIELD THE FOLLOWING CONSTRUCTION SEQUENCE IS FURNISHED AS A GENERAL GUIDE FOR
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROUNA EROSION PRIOR TO CONSTRUCTING PIPE SYSTEMS. PREPARATION OF A SEQUENCE OF CONSTRUCTION EVENTS. ADDITIONS,DELETIONS,AND
AND SEDIMENT CONTROL REGULATIONS,U.S.DEPARTMENT OF AGRICULTURE,AND U.S.SOIL CONSERVATION SERVICE 2. SILT FENCE AND TREE PROTECTION FENCE SHALL BE MAINTAINED MOUND THE PERIMETER OF ALL EARTHWORK MODIFICATIONS SHOULD BE MADE AS APPROPRIATE.
REGULATIONS. AREAS TO PREVENT SEDIMENT TRANSPORT ONTO ADJACENT PROPERTIES,AS APPLICABLE. 3. A MINIMUM GRADE OF 0.50%SHALL BE MAINTAINED ON ALL PIPES.
3. ALL CONSTRUCTION WORK SHALL BE IN COMPUANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE 3. SILT FENCE FILTER BARRIERS SHALL BE INSTALLED AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE AND 4. PIPE LENGTHS INDICATED ON PLANS ARE APPROXIMATE ONLY. PHASE 1:
ELIMINATION SYSTEM(NPDES)STORM WATER GENERAL PERMIT. LANDSCAPING IS INSTALLED. 1. THE CONTRACTOR SHALL SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH
w 5. ALL INLETS MUST BE PROTECTED AT THE CLOSE OF BUSINESS EACH DAY. NCDEMLR EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES.
iFA4. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES 4. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP AND REPAIR ALL EROSION DAMAGE AFTER DISCOVERY AND ,�'-,�
ILURETIVITTO SCHEDULEISUCH ISSNSUBJECE TO NLRS PRIOR TO ANY LAND DISTURBING
INSPECTOR MINIMIZE EROSION.THE CONTRACTOR SHALL MAINTAINBEER RMED CONTACT WITH THE AGES OF EROSIONTRCONTROL REINSTALL ADEQUATE CONTROL MEASURES AS NECESSARY TO PREVENT REOCCURRENCE OF DAMAGE. 6. NO PIPES ARE TO BE INSTALLED AND LEFT OPEN OVER NIGHT. ALL PIPE WORK MUST BE CLOSED AND PROTECTED ACTIVITY IS A VIOLATION MD SUBJECT FINE.
50 THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. AT THE CLOSE OF BUSINESS EACH DAY. L© G
5. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND AFTER 2. CONTRACTOR TO MAINTAIN ALL EXISTING EROSION CONTROL FEATURES AND INSTALL SILT N
r 5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD CONDITIONS ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION DURING MY 24 HOUR PERIOD. ALL SEDIMENT 7. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE FENCE,INLET PROTECTION,SEDIMENT BASINS,DIVERSION DITCHES,AND OTHER MEASURES 0
WARRANT OFF-SITE GRADING,PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.CONTACT CONTROL FEATURES SHALL BE MAINTAINED UNTIL FINAL STABIUZATON HAS BEEN OBTAINED. INSPECTOR. AS SHOWN ON PLANS,CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
8PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL •• T N C
MEASURES ARE INSTALLED PRIOR TO OFF-SITE GRADING. 6. STABIUZATON MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE 8. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE THE. i o
3. SCHEDULEECTOAN THE INSPENTION BY DMCRL INSARINGCAND. WHEN APPROVED,AY •o ••N
p CONSTRUCTION ACTIVITIES HAVE TEMPORARILY TY OR IONOFPERMANENTLYTHE CEASED,BUT NO CASE MORE THAN E DAYS INSPECTOR ISSUES THE GRADING PERMIT MD CLEARING AND GRUBBING MAY BEGIN. '-N
E8. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,RELOCATED WHEN AND AS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS BEEN TEMPORARILY OR PERMANENTLY 9. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 4 v N
O NECESSARY,AND SHALL BE CHECKED AFTER EVERY RAINFALL.SEEDED AREAS SHALL BE CHECKED REGULARLY AND CEASED. _ 'r"
w SHALL BE WATERED,FERTILIZED,RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 10.EFFLUENT FROM DENATURING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT 4. CONTROL CONTRACTOR SHALL DIUGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION �p /^` w V
7. CONSTRUCTION POINT OF ACCESS TO UNIT DEPOSITS OF EARTH AND OTHER HAULED MATERIALS ONTO THE DEVICES AND STRUCTURES.
TRAPPING DEVICE,OR BOTH,AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS i CO*.7. STABBJZATION IS THE BEST FORM OF EROSION CONTROL ALL DISTURBED AREAS WHICH ARE NOT OTHERWISE ADJACENT LOT. THE CONTRACTOR SHALL ROUTINELY CLEAN ALL SEDIMENT DEPOSITS AND DEBRIS FROM ROADWAY OR OFF-SITE PROPERTY.
w5. THE CONTRACTOR SHALL NOT BEGIN WORK THAT CANNOT BE STABILIZED BY THE END OF F.
STABIUZED SHALLIMBE ONT SOILED AND OHS.PERMANENT TEMPORARILY OR PERMANENTLYDESTABUSHMENT IN ACCORDANCEI REQUIRED THE NORTH AS THEY OCCUR. THE WORK DAY.
TO PRO A SEDIMENT CONTROL ACCEPTANCE. SEEDING AND GRASS IS PRIOR 11.MATERIAL USED FOR BACK-FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND C rl H"i
a TO PROJECT COMPLETION AND ACCEPTANCE. PROMOTE STABILIZATION. 6. ALL EARTH MOVING EQUIPMENT SHALL BE SERVICED PRIOR TO WORK COMMENCING EACH U., r
N DAY. EQUIPMENT SHALL BE MAINTAINED TO PREVENT FUEL,OIL,AND LUBRICANT SPILLS p'' Z g u
B. CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 14 CALENDAR DAYS FOLLOWING 12.RESTABIUZATON SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL o
COMPLETION OF ANY PHASE OF GRADING.PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE REGULATIONS. IN THE VICINITY OF A STREAM. pz
w PROVIDED WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION. 7. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITIi EROSION 8
O. 13.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL ■- N
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STABIT ZATIONRON RAFTER THE TE MPORARY MMEASURES ARERNO LONGER D.TRAP
PED SEDIMENT AND TENAL SITE MAINTENANCE PLAN 14.I CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN EROSION AND SEDIMENTATION PERMIT FROM THE NORTH MEASURES. he DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY CAROUNA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES FOR MY NEW OFF-SITE BORROW AREA.THE PHASE 2•
j STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. CONTRACTOR MAY USE AN EXISTING BORROW AREA PROVIDED THAT IT IS CURRENTLY PERMITTED UNDER THE
SEDIMENTATION POLLUTION CONTROL ACT OR THE MINING ACT. 1. BEGIN EARTHWORK/GRADING ACTIVITIES. BEGIN GRADING OF FILL SLOPES. MAINTAIN
10.WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE,THE ROAD SURFACE SHALL BE AND VERTICALLY ADJUST ALL ROCK CHECK DAMS,INLET PROTECTION DEVICES,
c CLEANED THOROUGHLY AT THE END OF EACH DAY.SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING I.ALL EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE CHECKED BY THE CONTRACTOR FOR STABILITY AND AND SILT FENCE THROUGHOUT GRADING ACTIVITIES TO MAINTAIN DRAINAGE
14 OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA.STREET WASHING SHALL BE ALLOWED OPERATOR FOLLOWING EVERY RUNOFF PRODUCING RAINFALL,BUT IN NO CASE LESS THAN ONCE EVERY WEEK.ANY ' PATTERNS.DITCHES, CONTRACTOR TOH ENSURE ALL EROSIONINGA CONTROL MEASURES DO AIN
ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. OT
ADVERSELY AFFECT CCNSTRUCTABILITY OF PROJECT PER TRAFFIC CONTROL PLANS. z,
11.WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE 2.MAINTAIN EROSION CONTROL DEVICES AS FOLLOW: I' O
SOIL BY CONSTRUCTION TRAFFIC,IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL
APPLICATION. .IFMPXRARY NIT FFNCF-REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME 2 AS EARTHWORK ALLOWS,BEGIN INSTAWNG STORM DRAINAGE STRUCTURES AND i
aPROPOSED DITCHES.AS STORM DRAINAGE IS INSTALLED,CONTRACTOR SHALL PLACE -
o INLET PROTECTION ON ALL STORM STRUCTURES AND REMOVE INLET PROTECTION )FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.AVOID UNDERMINING THE FENCE.
12.ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION.INEFFECTIVE PROTECTION DEVICES SHALL BE •TEMPORARY CHECK DAM-REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE GENERAL EROSION CONTROL NOTES WHERE EXISTING STORM DRAINAGE ID REMOVED. NO PIPED SHALL BE LEFT EXPOSED c
% IMMEDIATELY REPLACED AND THE INLET CLEANED.FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING. TO CHANNEL VEGETATION.ADD STONE TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.• AT THE CLOSE OF BUSINESS EACH DAY.
13.DURING CONSTRUCTION OF THE PROJECT,SOIL STOCKPILES SHALL BE STABIUZED OR PROTECTED WITH SEDIMENT THE RNEXT RAINFN DRAIN ALL.PROTECTION-REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR 3. DIUGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
TRAPPING MEASURES.THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT •TEMPORARY IIIVFRCKIN OITJ{-INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE
STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.CAREFULLY CHECK CONTACT WITH THE CITY INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
SITE. OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.WHEN THE AREA PROTECTED IS PERMANENTLY STABIUZED, 1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE A WEEK OR AFTER EACH PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. -
URAINFALL EVENT,AND REPAIR IF NECESSARY,TO ENSURE THAT ALL EROSION CONTROL MEASURES ARE FUNCTIONING
x REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND. PROPERLY.
4. AS CONSTRUCTION PROGRESSES,INSTALL PERMANENT EROSION CONTROL MEASURES m
3.ALL GRADED AREAS WILL BE SEEDED,FERTUZED AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE SUCH AS RIP RAP APRONS,VELOCITY DISSIPATORS,CHANNEL LINERS,GRAVEL BASE
2. STABILIZATION OF DISTURBED AREAS SHALL PROGRESS WITH PIPE INSTALLATION.AT NO TIME SHALL PIPE
m PLAN TO MAINTAIN A VIGOROUS,DENSE,VEGETATIVE COVER WITHIN FOURTEEN(14)DAYS OF COMPLETION OF ANY INSTALLATION PROGRESS MORE THAN 500 FEET AHEAD OF FINE GRADING,SEEDING,AND MULCHING OPERATIONS. COURSE,ETC.
2 PHASE OF GRADING. WK ON THE PROJECT TM
° ALL DISTURBED A EATS F SSHALL HAVE TEMPORARYCEASES VE VEGETAT GROUND COVERFOR MORE THANEESTABUSHED ANDE LENGTH
ROOSION OCONTROL 5. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE G
GRADING DEVICES MAINTAINED. 3. THE CONTRACTOR SHALL MAINTAIN STORM DRAINAGE DURING PIPE INSTALLATION. COVER SUFFICIENT TO RESTRAIN EROSION WITHIN 14 CALENDAR DAYS AFTER THE
`° 4. DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE GRADED DAILY TO PREVENT PONDING OF STORM COMPLETION OF ANY PHASE OF GRADING. ALL AREAS UPON WHICH NO FURTHER
CONTACT FOR MAINTENANCE: JOE FREY [phone](CITY PROJECT MANAGER) WATER RUNOFF AND UNNECESSARY SOIL EROSION. LAND DISTURBING ACTIVITY WILL BE UNDERTAKEN ARE TO BE PLANTED OR PROVIDED oz
GABE DOBBS [phone](CONSULTANT) WITH PROTECTIVE COVER WITHIN 21 CALENDAR DAYS.
.15 5. THE ROADWAY CUT SHALL BE BACKFILLED AND STABILIZED AT THE END OF EACH WORK DAY WITH STONE MATERIAL,
r AND GRADED TO MATCH NORMAL GUTTER LINE ELEVATIONS AND SLOPES SO THAT NORMAL DRAINAGE WILL BE 6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
1. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING PROVIDED. THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL U.S.
CONSTRUCTION.AT LEAST 48 HOURS PRIOR TO ANY DEMOUTON,GRADING,OR CONSTRUCTION ACTIVITY THE Al DEPT.OF AGRICULTURE,CITY OF CHARLOTTE EROSION CONTROL ORDINANCE,AND THE
CONTRACTOR SHALL NOTIFY THE NORTH CAROUNA ONE-CALL UTILITIES LOCATION SERVICE AT 1-800-632-4949 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATION AND PROTECTION OF EXISTING ABOVE AND BELOW CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL
FOR PROPER IDENTIFICATION OF EXISTING UTIUTIES WITHIN THE PROJECT SITE. Tom,. GROUND UTILITIES AND STRUCTURES.ANY AND ALL MAINS OR INDIVIDUAL SERVICES DAMAGED DURING CONSTRUCTION
j 2 CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES,CURB&GUTTER,PAVEMENT, SEEDING SCHEDULE AND SEEDBED PREPARATION SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. PHASE 3•
LANDSCAPING,ETC.THAT MAY BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT 7. SECURE EXISTING SANITARY SEWER DURING TRENCHING AND BACKFIWNG OPERATION. 1. AS AREAS ARE BROUGHT TO FINISHED GRADE,CONTRACTOR TO INSTALL FINAL ,,,,,,CA n,
LEAST THE QUALITY OF WORKMANSHIP FOUND IN THE ORIGINAL ITEM. ,�Q4VI RQl�5
GRASSING AND STABILIZE ALL SLOPES PER THE EROSION CONTROL NOTES AND
8. SEEDING AND MULCHING IS REQUIRED FOR ALL DISTURBED AREAS. DETAILS. /*O FEES/0 y
3. AU.AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. � `*00 'pq'y
/ 9. THE CONTRACTOR SHALL NOTIFY CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT AND PIEDMONT NATURAL GAS _ o. SEAL S
SFFNING SfNFnTlI F 2 CONTRACTOR SHALL COORDINATETROLWITH THE EROSION CONTROL INSPECTOR PRIOR TO
4. CONTRACTOR IS RESPONSIBLE FOR DU INSTALLATION AND CTMAINTENANCE L ALL EROSION CONTROL DEVICES SHOWN COMPANY,INC.PRIOR TO EXCAVATING AT OR NEAR SEWER MAINS,WATER MAINS,AND GAS MAINS. REMOVAL OF EROSION CONTROL MEASURES. 031976
ON THE APPROVED PLANS FOR THE DURATION OF CONSTRUCTION OR UNTIL FINAL INSPECTION AND APPROVAL. 1. SEED,MULCH,AND FERTIUZE AREAS ACCORDING TO THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARD 30.17E1 S qi F. Q,
B. IN ORDER TO ENSURE PROPER DRAINAGE,MAINTAIN A MINIMUM 0.50X SLOPE ON THE CURB. (SEE SHEET EC-2). 10.WHEN EXISTNG FENCES ARE MOVED DURING CONSTRUCTION,THE CONTRACTOR SHALL SECURE PETS WITH TEMPORARY %q 'Y6H NEE p:
Ea FENCING UNTIL PERMANENT FENCING IS RESET. .'.y 0�.
8 6. ALL MATERIALS USED FOR FILL OR BACK-FILL SHALL BE FREE OF WOOD,ROOTS,ROCKS,BOULDERS OR ANY OTHER 2. PROTECTIVE COVER MUST BE ESTARUSHED ON ALL DISTURBED AREAS,GRADED SLOPES,AND FILLS WITHIN 14 ,F S. S``�
NON-COMPACTIBLE SOIL TYPE MATERIAL UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS REFUSE CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED. 11.THE CONTRACTOR IS TO MAINTAIN CONTINUOUS SANITARY SEWER FLOW AT ALL EXISTING SANITARY SENORS.
mo• DEBRIS DERIVED FROM ANY SOURCE. 12.THE CONTRACTOR IS TO MAINTAIN CONTINUOUS WATER SERVICE TO ALL RESIDENCES.
7. AU.CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.REFER TO THE PAVEMENT CROSS-SECTION 13.ANY STOCKPILING OF SOIL ON PAVED SURFACE SHALL HAVE SAND AND OR ROCK SCREENING UNDERNEATH AREA.
o DETAILS TO ESTABLISH THE CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS. FFORFD PREPARATION 14.CONTRACTOR IS RESPONSIBLE FOR AMENDMENTS TO PLAN FOR ADDITIONAL AREAS FOR STAGING PURPOSE. ACREAGE SUMMARY
gl B. ALL CONTOURS ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO 1. GRADED SLOPES AND FILL-THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE SUCH AREAS WILL BE STABILIZED.
GROUND BREAKING. WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES.
IN ANY EVENT,SLOPES LEFT EXPOSED SHALL,WITHIN 14 WORKING DAYS OF COMPLETION OF ANY PHASE OF 15.THE CONTRACTOR SHALL NOT BEGIN WORK THAT CANNOT BE STABIUZED BY THE END OF THE WORK DAY AND SHALL
9. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. GRADING,BE PLANTED OR OTHERWISE PROVIDED IMP GROUND COVER,DEVICES,OR STRUCTURES SUFFICIENT TO NOT LEAVE ANY STORM DRAINAGE PIPES OPEN OVERNIGHT.PIPES MUST BE CLOSED AND PROTECTED BY THE END OF T
° RESTRAIN EROSION. THE WORK DAY.
i 10. THE LIMITS OF CLEARING SHOWN ON THE GRADING AND EROSION CONTROL PLAN IS BASED ON THE APPROXIMATE1. PROJECT DISTURBED AREA A 1.71 ACRES s
CUT AND FILL SLOPE UNITS,OR OTHER GRADING REQUIREMENTS. 2. GROUND COVER-WHENEVER LAND DISTURBING ACNVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE 16.ALL EARTH MOVING EQUIPMENT SHALL BE SERVICED PRIOR TO WORK COMMENCING EACH DAY. EQUIPMENT SHALL BE o
n ACRE,IF MORE THAN ONE CONTIGUOUS ACRE IS WITHIN14 UNCOVERED,A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MAINTAINED TO PREVENT FUEL,OIL AND SE LUBRICANT SPILLS IN THE VICINITY OF A STREAM. G j
N 11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. W O
MUST BE PLANTED OR OTHERWISE PROVIDED 14 WORKING DAYS ON THAT PORTION OF THE TRACT UPON (n o N
WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN. 17.PERMANENT VEGETATION SHALL BE INSTALLED IN CONJUNCTION WITH TEMPORARY SEEDING IF CONSTRUCTION OCCURS ` J i a Hn r \
12. COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS KITH THE CITY OF CHARLOTTE INSPECTORS. DURING THE SPECIFIED SEASON IN THE VEGETATION PLANS AND SPECIFICATIONS. IF NOT,PERMANENT VEGETATION m o
a 3. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO THE PLANS. SHALL BE PLANTED DURING THE SPECIFIED SEASON. < m
d 13. ALL DEBRIS FROM CLEARING OPERATIONS SHALL BE DISPOSED OF IN A LEGAL MANNER. 1 o
4. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3'DEEP. TOTAL SEEDBED 18.CONTRACTOR IS TO USE NO.57 STONE WHERE STONE IS REFERENCED FOR ALL SEDIMENTATION AND EROSION Fs-
JO 14. HAUL ROADS USED DURING CONSTRUCTION SHALL BE OUTSIDE THE STREAM TOP OF BANK TO THE EXTENT PREPARED DEPTH SHALL BE 4'TO 8'DEEP. CONTROL DETAILS. Q
POSSIBLE.HAUL ROADS SHALL FOLLOW THE NATURAL CONTOURS OF THE TERRAIN IF POSSIBLE.A 6'COURSE OF
•
z• /5 STONE SHALL BE SPREAD OVER HAUL ROADS IN AREAS THAT ARE SUBJECT TO WET CONDITIONS.PROVIDE 5. LOOSE ROCKS,ROOTS,AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM 1HE SURFACE SO THAT THEY WILL NOT 19.ADDITIONAL EROSION CONTROL MEASURES AND CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD - f 4
86 SUBSURFACE DRAINS IN SEEPAGE AREAS OR SEASONALLY WET AREAS. / CONDITIONS.
U INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN,SHALL BE REASONABLY SMOOTH AND UNIFORM. 1 0
20.INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE PROJECT AND UNTIL THE DISTURBED AREA IS FULLY
to 6. IF NO SOIL TEST IS TAKEN,FERTILIZER AND LIME SHALL BE ACCORDING TO SEEDING SPECIFICATIONS. STABILIZED. co m m
E
& GROUND STABILIZATION 7. IF SOIL TEST IS TAKEN,PROVIDE UME AND FERTILIZER ACCORDING TO THE SOIL TEST REPORT. m o e c °°�
w
8. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. M
w <
.. 1)SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY CONSTRUCTION OF THE TRAIL AND WALLS MAY REQUIRE THAT THE CONTRACTOR TO
5, OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: TEMPORARILY WORK IN THE WET.THIS WORK MAY CAUSE A TEMPORARY INCREASE IN TURBIDITY;
HOWEVER THE CONTRACTOR WILL MAKE ATTEMPTS TO LIMIT THE DISTURBANCE AS MUCH AS
i)ALL PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES AND AU SLOPES STEEPER THAN 3 HORIZONTAL TO 1 PRACTICAL BECAUSE OF THE URBAN NATURE OF THE CORRIDOR AND BACKWATER EFFECT OF
VERTICAL(3:1)SHALLBE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS ROCK SILT CHECKS.NONE IS PROPOSED FOR IN STREAM DURING ANY OF THE CONSTRUCTION I'� Z
a PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. ACTIVITIES.TEMPORARY LOW WATER FORD CROSSINGS PER DETAIL 6.70A OF THE NCDNR MANUAL O
o MAY BE IMPLEMENTED FOR THESE CROSSINGS.
f U)ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
% SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. E.I O
Cg
2)CONDITIONS-IN MEETING THE STABLLRATON REQUIREMENTS ABOVE,THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL W H
APPLY:o
I)EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC O G� O F/]
CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE //--�� Fyr
.,i ID ALL SLOPES 50'IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE 0 QI
IS FLATTER THAN 4:1.SLOPES LESS THAN 50'SHALL APPLY GROUNDCOVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE F Z W
T STEEPER THAN 3:1,THE 7 DAY-REQUIREMENT APPLIES. Z 0
Pi
A IT)ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT. 0 1. .1
25, Iv)SLOPES 10'OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE
SLOPE IS STEEPER THAN 2:1. O4 5 O
v)ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER.OTHER METHODS,SUCH AS CHEMICAL STABILJZAAON, Q WW
MAY BE ALLOWED ON A CASE-BY-CASE BASIS. F+i
M)FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION-DEFINED'HIGH QUALITY WATER ZONE'(15A U A
> NCAC 04A.0105),STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT
S. ON ALL AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
,I
Al)PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED [.Fl ,j En
TO DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED N O 71.
• ON THE APPROVED E&SC PLAN OR ADDED BY THE PERMITTING AUTHORITY.
'� A- A. I '4i
THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

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i. F'LTFR BA..�.5 3HALC BE REFF/I'1D NOON To QTREE'ACCEPTANCE AMU...I.Ev=E 1A;KO )-BS LR/TORE k+SLRF5RF 11➢0L rt DST y5TH AdOE4 SET NEARLv STRWCHT CAV'BE IAED pg A'MULCH ANCHORING •. � t a d
MOD DR CLOSE D11T OF 6AA1ING PERMIT. ANNUAL LESPr ',1$) .. m
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NOSE_CrI TIT BE•NDF S AY 1I TNL HALE
IN ELKISTING CRY ejG9'OHCT ROADS 6Es'OND UUI-'_] .:;Fs.S: '�.e' .2,6 p ,S'v....O.v.d6G `b"T"'. CLEAN OHOIMENT 1'RIEN N a
r MVP'R�1E•Ir •yROA'➢x I�.N[T:VyLLT RDEOUM1TE •YEELC0.TFRTILRE AND •MDLaH •IrAJ�➢kTELY LLOH.ri
AS LONG�`"'Sf.OhTA..DRAA+AGE 6 HOT IMPEDED. SEEM,rHTF' LRp:J?1 C11 pi(ICR WADE SEDIFIEN- LF' L'�:L'M R p
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CONTROLkT - F' ��-�
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• • 5'L
• D' I -I ti ..- R AN,REFERFlM:E a10A0FA AREAS RA5[py,TELv.[HECwE5O..SPIN SRO LR/ACRF OF ROI TER IH 1. Ii
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' .-••
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• •
v {oH AOSII100E RII,:HITH-Uh,LIFER,la.NGCE3d!EREGON ANT 310201'_Mf CDIRFt]L WA"..10 Mk OESW'N MORAL[MAW.'O.'CPOH ..• i 1 r i .
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SECTION I-STALLATiON •RNLAE .If0E KIun:4'co'SEED,"NO.THE HOTES•OF APABF_ANDN LC LIWESTOFSE.�OICLELee AND SM. d Yv NCOETM EGON.sSETHR 5.f 1.AND O
Et
NOT TO sc�1L. THE[:PAaLOTTF Lv:rsrHRT; LTDN F?u.YRO$SKt.11[10 11)21n 1OCT1tr Anh UDC N[..Or IVRYp1Laq'.
TR[A[I,p
• CITY OF C11Ak1.07TR •
• I "C3TY OF C.AAIU rTO 1P4TE'r. x.,Ice• e
lCb1 LAND DEVELOPMENT STANDARDS CATCH BASIN INLET PR ECT N LAND DEVELOPMENT STANDARDS T 1P'ORAR SEEDING SCHEDULE :,,tr'Tab •n. 0E0HO N-A 1sas.02 s
S. 1ItHI4FE1F' . sT0 IiiiIi1Rt111: O 1 m
\ ]ttCfLG65FiiAN[.U'f18&TA 30.17 9' H MIME CHARLOTTE sea .30..15 t3F,w , o
• O Lz' 3 N o F
A a 3333 10 In p
z NOTES; O
8 SEE APPROVED TREE 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. 9 ,,
PRESERVATION PLAN FOR E PROTECTION FENCES. XE7
REQUIRED RADIUS LAN SCAPNG PUNS SHALT HOW THE OCATIONS OF ALL
OF TREE BARRIER
(I OF FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.�AN¢4RO5 SECTION Ot 000 S
c
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g a I w m m
e .
2 N C
ro O Z Vl..
O O O $ g K
1.
PLAN VIEW OF ROOT ZONE E~ [T] o
E. I•WFn E.
ONE FOOT FOR EACH
° INCH OF TRUNK DIAMETER O ; C cA
OR 1/2 HEIGHT OF TREE
I1IIr III FOR PRUNING SEE WHICHEVER IS GREATER
N U3 �_ FEARBORICULTUREI PECS. r O L)
6'RMINIMUM WIDTH �^�^�^]]]]]III
a /��- 16'BARK MULCH,PLACE BARK Ed O a
(� MULCH AT AREAS NOT ICI
DEAD TREES AND SCRUB OR UNDERo ] PROTECTED IT BARRIER.
GROWTH SHALL BE CUT FLUSH WITH- /(I r` O ILLI
RNdovniE ADJACENT GRADE. NO GRUBBING---
ALLOWED J \ V
•
UNDER DRIP LINE.
CA
2Rx4'STANDARDS+1Nx4'RAILS 16
O
OR ORANGE SAFETY FENCING •
MAY BE USED. 1 - -III- 11-1 Q W
"-/ II III II ll -- III:L\ /�
F�
TREE PROTECTION DETAIL P1
I 0rj, In
THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE JNSITE CONCRETE WASHOUT .01
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction -• -r ..,
2. Provide drip pans under any stored equipment. NR-� -;; .1 -
activity being considered compliant with the Ground Stabilization and Materials Handling t" 1r'ire=ii ,,:F �,
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the w• r ,;► 5,i�
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The `1 II s• R`
project. ei i" !"f,�r~! ` •
permittee shall comply with the Erosion and Sediment Control plan approved by the , :!•_ " !>;:....a ! I. =o
delegated authority having jurisdiction.Ali details and specifications shown on this sheet a. Collect all spent fluids,store in separate containers and properly dispose as )f IV y1 "r".-aw Z...© o
may not apply depending on site conditions and the delegated authority having jurisdiction, hazardous waste(recycle when possible). 0
N
5. Remove leaking vehicles and construction equipment from service until the problem =:':;° `.�, y nal �• """a ``°" """"'"OX T
SECTION E:GROUND STABILIZATION has been corrected. I I k .... .•.. ^T ' 0 ^, w i HI
TTTT ..'
e 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products '- • LW"�""". ,; :, /\ w
Required Ground Stabilization Timeframes aed a,, .WO..ma z
to a recycling or disposal center that handles these materials. C.C. M .,.. .,n„ v d
Stabilize within this
yqq� 0. g i o
many calendar Timefre me variations ail nv rpAlit 4,y rl,r CTRI rrler A&L1VE GRAS4 T SEMI I1T STFl1rTlUZF C
LL Site Area Description r,/ L
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE -• _ a . z ,6'
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. o
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS a`..' e,
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry front the site. I i
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface Z. Dispose of,or recycle settled,hardened concrete residue in accordance with local
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available, and state solid waste regulations and at an approved facility.
{HQW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in e
from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within
(r) Slopes steeper than If slopes are 16'or less in length and are 5. Cover waste containers at the end of each workdayand before storm events or lot perimeter silt fence. p
3:1 7 not steeper than 2:1,14 days are
allowed provide secondary containment. Repair or replace damaged waste containers. 4. install temporary concrete washouts per local requirements,where applicable. If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. n
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5, Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receivingsurface waters. Liquid waste must
10 days for Falls Lake Watershed R y q
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface I install protection of storm drain inlets}closest to the washout which could receive I
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note:After the permanent cessation of construction activities,any areas with temporary 3- Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone ;oPt.E$SRo7�.,,
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the =a�aF i,„ !e s
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. = . SEAL
activity. Temporary round stabilization shall be maintained in a manner to render the construction sites. .3 031976 e
tY p Y g 8. install at least one sign directing concrete trucks to the washout within the project ;r `"es Eye Q,•'
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location. ', sN s,s,
PORTABLE TOILETS ""�,,,,.,•••
GROUND STABILIZATION SPECIFICATION I 9. Remove leavings from the washout when at approximately 75%capacity to limit
I
1, install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Tem ora stabilization PermanentStablllzatlan on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance f
other mulches and tacklflers other mulches and tacklliers foot traffic areas. caused by removal of washout. e la
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material, - 8 Q ' WI E a o•Roiled control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace V ) c
without temporary grass seed •Hydroseeding with properly operating unit. 1 i e
•Appropriately applied straw or other mulch •shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDE5 i
•Plastic sheetingwith mulch
•uniform and evenly distributed ground covet EARTHEN STOCKPILE MANAGEMENT I. Store and apply herbicides,pesticides and rodenticides in accordance with label
restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
•structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps incase of e m e o
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning. o
• Rolled erosion control products with morass send available. i
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides In areas where flooding is
POLYACRYLAMIDESPAMS AND FLOCCULANTS possible or where they may spill or leak into wells,stormwater drains,ground water
G five feet from the toe of stockpile.{ ) P
or surface water. If a spill occurs,clean area immediately. L-21 z
1. Select ffocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. C
construction,selectingfrom the NC DWR List ofApproved PAMS/Flocculants. 4. Do not stockpile these materials onsite. i4 C
AA 4. stabilize stockpile within the timeframes provided on this sheet and in accordance W
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined W xtee
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated - h d' F'
HAZARDOUS AND TOXIC WASTE
PAMS/Floccufonts and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. F" " z
1. Create designated hazardous waste collection areas an-site. I O O 0 z
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment. Q [� z
offsite.
tore . ',- 1,'�) NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. x z O o.
S. Store flocculants in leak-proof containers that are kept under storm-resistant cover t ! O
or surrounded by secondary containment structures. - !''Environmental Quality ck
A O
o- a w
NCGO 1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 A
M
O in
_ 0 7
.. W
THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

/ V \
• I
PART Ill PART III PARTIII
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPiNG AND REPORTING SELF-INSPECTION,RECOROKEEPING AND REPORTING
re SECTION A:SELF-INSPECTION SECTION B:RECOR01[EEPING SECTION C:REPORTING C
Self-inspections are required during normal business hours in accordance with the table 1.Occurrences that must be reported L© g
1.E&SC Plan Documentation 0 N
below. When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences: i
The approved E&SC plan as well as any approved deviation shall be kept on the site. The N N
personnel to be in jeopardy,the Inspection may be delayed until the next business day on (a) Visible sediment deposition in a stream or wetland. w = =v N
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
which it is safe to perform the inspection. In addition,when a storm event of equal to or ^ 4 d N
greater than 1,0 inch occurs outside of normal business hours,the self-Inspection shall be The following items pertaining to the E&SC plan shall be documented in the manners. v ^ d eA z
= performed upon the commencement of the next business day. Any time when inspections described: (bf Oil spills if: rs
�;
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more, i Cjj a HT.
• They are less than 25 gallons but cannot be cleaned up within 24 hours, a E z 4 L
Item to Document Dacomoistatlen Requirarnier is • U
Frequency' Cal Each E&5C Measure has been installed Initial and date each E&SC Measure on a copy They cause sheen on surface waters{regardless of volume],or 8
Inspect (during normal inspection records include: and does not significantly deviate from the of the approved E&SC Plan or complete,date • They are within 100 feet of surface waters{regardless of volume). •j N
business hours)
;1}Rain gauge Daily Rallyialnrallamnunls, locations,dimensions and relative elevations and sign an inspection report that lists each
maintained in If no daily rain gauge observations are made during weekend or shown on the approved E&SC Plan. E&5r Measure shown on the approved E&SC
good working holiday periods, and no Individual-day rainfall Information is Plan. This documentation is required upon the {a] Releases of hazardous substances in excess of reportable quantities under Section 331
order available,record the cumulative rain measurement For those un- Initial installation of the E&sC Measures or if of the Clean Water Act)Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCIA
anended days (and this will determine if a site Inspection Is. the E&SC Measures are modified after initial (Ref:40 CFR 302.4)or G.S.143-215.85. o
needed). Days on which no rninfail occurred shall be recorded as
"zero." The permlttee may use another rain•monitoring denim inSl811ati0rl.
approved by the Division (b) A phase of grading has been completed. initial and date a copy of the approved E&5C (b) Anticipated bypasses and unanticipated bypasses.
(2)rise At least once per 1. Identification or the measures inspected, Plan or complete,date and sign an inspection
Measures 7calendar days 2. Dace and timeo5 the inspection, report to indicate completion of the
and within 24 3. Name of the person performing the Inspection, construction phase. (C) Noncompliance with the conditions of this permit that may endanger health or the
hours of a rain f, Indirafinn of whether the measures were operating - environment. n
event 1.0 inch in properly. {c) Ground cover is located and installed Initial and date a copy of the"approved E&SC
24 hours 5. Description of maintenance needs far the measure, in accordance with the approved E&SC Plan o-complete,date and sign an inspection ,,
5. Description,evidence,and date of corrective actions taken, Plan- report to Indicate compliance.with approved
(3)Stofmvlratcr At least once per 1. Identification of she discharge auttalisinspecc 2.ed. ReportingTimeframes and Other Requirements
discharge 7 calendar days 2. pate and time of the inspection, ground cover specifications.
outfalls I5Dnsy and within 24 3_ Name of tha person performing the inspection, After a permittee becomes aware of an occurrence that must be reported,he shall contact
t>e P g P (d) The maintenance and repair Complete,date and sign an inspection report. the appropriate Division re ional office within the timeframes and in accordance with the
hours of a rain 4. Evidence of indicators of storm water pollution such as all $
events LD lnchin sheen,floating or suspended solids ordFsteieratinn, requirements for all E&SC Measures other requirements listed below. Occurrences outside normal business hours may also be
.24hoafs '5. Indication of visible sediment leaving the site, have been performed, reported to the Division's Emergency Response personnel at(800)662-7956,(800)
5, Uescnptlon,evidence and dare of correctNeactionstaken. tel Corrective actions have been taken Initial and date a copy of the approved E&SC 858-036S or(919)733-3300.
iel Perimeter of At least once per If visible sedimentation Is found outside site limits,then a record to E&SC Measures. Plan or complete,date and sign an inspection .... cuH0..,,
site 7 calendar days of the following shall be made: ;'�0 yi'
report to indicate the completion of the - o Fessfa y'•;
and within I4 L Actions taken to clean up or sWbilite the sediment that has left _ _ a�o �y'r s
Corrective action. a SEAL
heats of a rain the site limits, Occurrence Reporting Tlnteframes(After Discovery)and Other Requirements 03197e
event a 1.0 Inch in 2. Description,evidence,and date at corrective actions taken,And {al Visible sediment • Within 24 hours,an oral or electronic notification. %. e*slat"
„It,
24 hours 3. An expianarjon as to the actions taken to control future . 9
deposition in a • Within 7 calendar days,a report that contains a description of the • i ss J,
zf
releases. 2.Additional Documentation F g s,`
- (s}streams or At least once per if the strew,or wetland has lntri'ased oislhie s!eirecer IIOh era stream er wetland seal-invent and actions taken to address the cause of the deposition.
In addition to the E&SC Plan documents above,the following items shall be kept on the Division staff may waive the requirement Fora written report on a
wetlands onske 7 winder days stream has visible Increased turbidity From the construction Division
or effete and within 2e .aetinity-then a record of the fallowing shall be made± case-by-case basis.
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and and available for agency inspectors at all times during normal business hours,unless the • If the stream is named on the NC 303idl list as impaired for sediment-
accessible) event?1.0 inch in 2. Records of the required reports to the appropriate Division Division provides a site-specific exemption based on unique site conditions that make this milted causes;the permitted may be required to perform additional
. 24 tscs rs Regional Office per Part Ili.Section C,Item(2)(a)of this permit requirement not practical: monitoring,inspections or apply more stringent practices if staff
of this*omit. f'
(6)Ground Alter each phase 1. The phase ol grading(InstillatFon of perimeter E&SC determine that additional requirements are needed to assure compliance I
rtabilizatian or grading measures,clearing and grubbing,instal latran at storm (a) This general permit as well as the certificate of coverage,after it is received. with the federal or state impaired-waters conditions. j E. o
measures drainage facilities,compktian a`ali land-disturbing (b)Oil spills and • Within 24 hours,en oral ar electronic notification.The notification o-1 v,o '"
•u m o
action),construction or redevelopment,permanent (b) Records of Inspections made during the previous 30 days. The permitted shall record release of shall include Information about date,time,nature,volume and <%1 e c
ground cover), hazardous location of the spill or release- 1 " o
2. bneument tlen that the required ground stabilization the required observations on the Inspection Record Form provided by the Division or =
a similar inspection form that includes all the required elements.Use of substances per Item
measures have been provided within the required P q b)-(r)ebrwe - r isi
4
ti meFra me or an assurance that they will he provided as electronically-available records in lieu of the required paper copies will be allowed if -t1 :Anticipated Are report
soon as possible. shown to provide equal access and utility as the hard copy records. pa at least ren daysbefore the date of the b Vpdss$rpossible. i o
bypasses(40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. (c) All data used to complete the Notice of Intent and older inspection records shall be °c; I 5, R K
maintained for a period of three years after project completion and made available {d}bypassesUnan coated • Within 24 hours,an oral or electronic notification- o s; - '
[40 CFR • Within 7 calendar days,a report that intrudes an evaluation of the 5
upon request. [40 CFR 122.41] 122.4l(m)(3)] yuaIity and effect of the bypass.
•
' tel Noncompliance • Wittier alf hours,an oral or eiectranrcnotification.
with the conditions • Within?calendar days,a report that contains a description of the Ial O
of this permit that noncompliance,and its causes;the period of noncompliance, ti) a
may endanger including exact dates and times,and if the noncompliance has not F., Q0
health or the been corrected,the anticipated time noncompliance is expected to W F�
environmentt40 continue;and steps taken or planned to reduce,eliminate,and H F
CFR 122.41(1)(7l: prevent reoccurrence of the noncompliance.[40 CFR 122.410)(6). O ; O V]
• Division staff may waive the requirement for a written report on a a C U
ease-by case basis. 41-4
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

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GRAPHIC SCALE IN FEET \ GRAPHIC SCALE IN FEET
0 2.5 5 10 p
0 2.5 5 10
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I 1 ,.WALL STA:0+09.76=
\ L -L1-STA:113+45.96 OFF:-19.612 LT
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PROPOSED GRADE ).,
AT TOP OF WALL BEGIN WALL#2 ENO WALL 22
a STA::+09.76 T.a+86.22 i
ELEV:680.00 ELEV:679.41
PROPOSED GRADE _
3 :::
EN694 682682STA:0+23.73Bp1EL WALL 23 A 692 680 680 n o s°
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690 690 678 ——— ———— \\\678 *4 O Z
50 SF(APPROX BOTTOM OF WALL BOTTOM OF WALL
WALL FACE)
688 688 676 676 H
886 686 674 674 Z Z
tS -0+25 0+00 0+45 0+00 0+50 1+00 I'"
0 4
RETAINING WALL 1 ENVELOPE RETAINING WALL 2 ENVELOPE 8P 0 a A
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

( v
\ II NOTES
I d I I� 1 11 EXISTING I EXISTING t. ASSUMED LIVE LOAD 90 PSF PEDESTRIAN I
IIh Ik\ FENC� FENCE I H10
'♦` I .\ t °' IDESIGN FILL 1'-9" (MAX.), 1'-0" (MIN.)
II1 , \ II FOR OTHER STANDARD DATA AND NOTES SEE SHEET
\UI5-03.
III ` Mamma I 3"0 WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH
II /�'�` ITHE SPECIFICATIONS. �=I ITHE ENGINEER SHALL CHECK THE LENGTH OF CULVERT/Ili
II �a _L_ BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL 0iI ,\ `♦♦ I PROPERLY TAKE CARE OF THE FILL. 'u NI Ie oI ` THE CONCRETE FOR THE PRECAST UNITS SHALL ATTAIN At e dN°' I I I 22'-0" \ MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 P.S.I. s,
TOTAL LENGTH OF PRECAST CULVERT ....3y, I THE CONCRETE FOR THE HEADWALLS, WINGS AND END CURTAIN t0 ^ d e z
I I I II 1 I dWALLS SHALL BE CLASS "A" CONCRETE AS PER THE STANDARD ai \ e ay,S
I I I 1' 0" 1' 0_ o `I SPECIFICATIONS. /�
\ �♦ W w' a L
I d I I 1 I L _ — -L — — — \ \ I I • VE A THICKNESS
FOUNDATION
FUATA EASTCONDITIONING BELOW THE RIAL BOTTOM SHALL
OFH THE PRECAST UNITS. p" z oU
♦ I I I �T THE MATERIAL SHALL BE FORMED AND SCREEDED TO THE PROPER
,� I 1 I I—_— y —I I I/i N I \\ \ " I `♦ ELEVATION AT LEAST 1'-0" BEYOND THE SIDES OF THE PRECAST TS. �� H
o t-I
he
I ♦♦ i I ."—•.L....7..... - I _ STA 121+70,83 L FLOW \ \ I THE PRECAST UNITS SHALL BE CAREFULLY POSITIONED ON THE
I II I —J f` `� \ / PREPARED FOUNDATION CONDITIONING MATERIAL, FEMALE END
. _ UPGRADE WITH THE MALE END FULLY INSERTED AND EACH JOINT
C-'� / \ - - \\ \\-/ / �I I PLACEEDSATIS A FOR LCTORYNFITTIT NOGRAND ROPER GRA E TO JACKING THE NSHALLIT OBE
MAINTAINED AS THE WORK PROCEEDS.
\ _ — — I -
I // \ / —— -I- — —+r — \ I I WHEN ANY PRECAST UNIT IS DAMAGED DURING HANDLING, THE
4
R
I I _� 4� T — m ENGINEER AT HIS DISCRETION SHALL REJECT THE UNIT AS
1 / / _ _ _ \ BEING UNFIT FOR INSTALLATION AND THE CONTRACTOR SHALL
I I w / / ^ \` / \ s __ _ _ • \`♦•J� i ♦ I REMOVE SUCTO H
DM UNIT ROM THE HD PBROD CT.E MINORTOR
I I 1�/ / / r '-mac ���--- \ \ II WHEN PERMITTED BY THE ENGINEER.
•I I I / / /1 I \ \ \ ` al I CARE SHALL BE TAKEN DURING BACKFILL AND COMPACTION m .
/ / T • II OPERATION TO MAINTAIN ALIGNMENT AND PREVENT DAMAGE TO
I I °` / / / - \ \ \ ♦ THE JOINTS. UNITS WHICH BECOME MISALIGNED, SHOW '
I I / / / ` I EXCESSIVE SETTLEMENT, OR HAVE OTHERWISE BEEN DAMAGED BY .
/ / THE CONTRACTOR'S OPERATION SHALL AT THE DISCRETION OF
/ \ I THE ENGINEER BE REMOVED AND REPLACED BY THE CONTRACTOR
1 I I / / / —, \ \ \ IS\
I AT NO COST TO THE DEPARTMENT OF TRANSPORTATION. 2
N/ / / \ \ ' CONCRETE CHAMFERS ON EXTERIOR LONGITUDINAL EDGES OF THE
/ / HANDRAIL, SEE \ \ \ \ I �I PRECAST UNITS MAY BE AS PER THE FABRICATORS
/ / / CIVIL PLAT HANDRAIL, SEF\ o ` RECOMMENDATION, HOWEVER ALL WORKMANSHIP SHALL PROVIDECO U] Z
V / // I 1 I CIVIL PLANS \ �\ I I ♦♦ ONN THE TPLANS E EAND R VTHE ER TCONCREHE TE DCHAMFERS RE RCHOSEN IC AS PSHALL DIN z�j F
/ / / ) \1 I I NO
FUNCTIONALLY LESSEN THE DESIGN SHOWN ON THE ,I
/ I}, /
a I-
// //I \u I` I I Iv I FOR PRECAST REINFORCED CONCRETE BOX CULVERT, SEE Z
SPECIAL PROVISIONS. CIDcip O
FOR CULVERT
CULVERT: GRADE POINT EL. @ STA. 121+72.83 -L- 679.18' I i
I I 2 I I ` SEE EROSION CONTROL IGPLANS,N AILS AND PAY ITEMS, a Ct
BED EL. @ STA. 121+72.83 -L- 670.95' / I / N I O
ROADWAY SLOPES 2:1 MAX ` t , 0 O
LOCATION SKETCH p" z
-I
HYDRAULIC DATA �
DESIGN DISCHARGE 353 CFS 5 0
FREQUENCY OF DESIGN FLOOD 10 YR. , i=
DESIGN HIGH WATER ELEVATION 675.89 FT. 1 -4
DRAINAGE AREA 183.2 ACRES s m
BASIC DISCHARGE (0100) 624 CFS ' o
L- BASIC HIGH WATER ELEVATION 678.01 FT. i 3[m
o
11' 0" H� 0" _ z d z
TOTAL STRUCTURE QUANTITIES
REMOVAL OF EXISTING STRUCTURE LUMP SUM a Z
I 12' x 6' PRECAST R.C. .. O
TOP C1F BOTTOM SLAB CULVERT Q STA. 121+72.83 -L- 22'-0" LF p/ ��,77 F.a U
UNCLASSIFIED EXCAVATION LUMP SUM F. ,�-I
g
I
F
O z
7-EL. 670.89' EL. 670.95' EL. 671.00' U
C/] A W V
PROFILE ALONG CULVERT cA 0 0 a O
NTS 841 m1-4
1-1
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

/ \
END @ EXTERIOR '
UNIT
Jr L-L-1 1E] f PRECAST WING SEND OF PRECAST UNITS I
LENGTH OF CULVERT = 22'-0"
00
CAST-IN-PLACE OR PRECAST
HEADWALL y
EXTERIOR INTERIOR 1
PRECAST UNIT PRECAST UNIT 9 A
22'-0" I •M O o
SECTION THRU TOP SLAB I
11'-0" 11'-0" / T.
(BOTTOM SLAB JOINT SIMILAR) e sN
N....r L d
HANDRAIL, SEE ROADWAY / . ^ UU
PLANS (TYP.) / I u ty
HEADWALL (MIN. OF 3" ABOVE UT.
EL 679.18' TRAIL FILL, TYP.) o a z 'o
`111
I- 1" EXP. GC
FLOW JT. MAT'L. I � N E c
1 , hille
oQ BI B - - - P
EL. 670.89' -- U-- EL. 670.95' - EL. 671.00' aL __ ROOF
3"6 WEEP HOLES
APPROXIMATE 4 CULVERT SECTION B-B TYPICAL PRECAST UNIT -
FINISHED GROUND
LINE FLOOR FLCM (SHOWING INLET END UNIT) (INTERIOR UNIT SHOWN)
NOTE: NO END UNIT SHALL BE LESS THAN 3'-0".
I.
SECTION ALONG c_ PRECAST CULVERT ELEVATION
PLAN-TYPICAL I
PLAN - END UNIT PRECAST UNIT En z
(INTERIOR UNIT SHOWN) F
U
H
7 0
22'-0" ...
a z
1 V-0" 1 V-0"
77\ A ` o
(Ty ° I 4� i U i"
AJ / PRECAST WING WALL (TYP.) d 33
/ (TYP.)
I �
�. F
is
90°-00'-00" 90°-14'-04" o — i
(TYP.) �TO TANGENT i Q PRECAST REINFORCED , o
CONCRETE CULVERT
- (TYP.)
§ u °
o z 12'-0" _ o _CI
FOUNDATION
CONDITIONING
MAT'L Z
30°-00'-00" MATERIAL o ^ . !�U•� T!!! - - !!!!!! Ti! !• I I I V e • I I,• Q
x i ti, a. +X i v v v �,-i, .i v L. .i
(TYP.) T I Q eef • 11 P • II1i11 • eNeee • eII • • I .* #57 STONE g cr
in • • iS.0 r -v 4 • '•ems, .. '• 4'°.•ti6! • • •r-s '• v • • • .. W
• • II11 • • I1 • I •*� I •Y • I. 11IV • I1®'1 [� W
r7 mot•-ti• 1.. e. .6r-.! .-..r•Y .v-. ..,....-• t•.fir • .l.• n W Q C/1
GEOTEXTILE O
NOTE: O U
PLAN AREA OF CULVERT SHALL BE UNDERCUT A
MAXIMUM OF 5'-0" AND FILLED WITH FOUNDATION .1 Z VD W
CONDITIONING MATERIAL AND #57 STONE AS Ix
CURTAIN WALL INDICATED. (� V A
PLAN WING ELEVATION c.n A W
TYPICAL SECTION �� p•
j a
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

00 I
STANDARD NOTES
DESIGN DATA: ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT, HANDRAILS AND POSTS: CA
SPECIFICATIONS AA,S.H.T.O. (CURRENT) ETC. IN CASTING SUPERSTRUCTURES: METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL 6.02
g
RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN
BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
LIVE LOAD SEE PLANS I
SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE. RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB. •• = e�o
IMPACT ALLOWANCE SEE-A.A.S.H.T.O. 9 e d N
ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE E �� w
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE. w ^ It�U
STRESS IN EXTREME FIBER OF d z
ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE e
STRUCTURAL STEEL - AASHTO M270 GRADE 36 20,000 LBS. PER SQ. IN. > u t i
GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL p.`
- AASHTO M270 GRADE 50W - 27,000 LBS. PER SQ. IN. FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL e Mir
a E"T.
TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS. .6 W C.).a
- AASHTO M270 GRADE 50- - 27,000 LBS. PER SQ. IN. BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE z U
ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH SPECIAL NOTES: E c
REINFORCING STEEL IN TENSION - GRADE 60 - - - 24,000 LBS. PER SQ. IN. BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED �� $
a TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND H
CONCRETE IN COMPRESSFON- 1,200 LBS. PER SQ. IN. ACTUAL BEAM CAMBER. GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALLhe
GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN
CONCRETE IN-SHEAR SEE A.A.S.H.T.O. IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK, SPECIFICATIONS ARTICLE 105-4.
STRUCTURAL TIMBER - TREATED OR UNTREATED AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE
EXTREME FIBER STRESS - - - 1,800 LBS. PER SO. IN. ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES o
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
COMPRESSION PERPENDICULAR TO GRAIN CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
OF TIMBER 375 LBS. PER SQ. IN.
DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE c
EQUIVALENT FLUID PRESSURE OF EARTH 30 LBS. PER CU. FT. AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL
(MINIMUM) BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE
FALSEWORK OR FORMS IS STARTED.
MATERIAL AND WORKMANSHIP:
REINFORCING STEEL: • •
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
THE 2018 'STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED •
N. C. DEPARTMENT OF TRANSPORTATION. IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT 6
TO OUT AS INDICATED ON PLANS.
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
BE HOT ROLLED. WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS CID Z
LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL 0
CONCRETE: Z F
BE LAPPED TO LOCK LEGS ON ADJOINING PIECES. U
UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE CC
CC
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: STRUCTURAL STEEL: a N
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE '/8' ' SHEAR STUDS FOR THE CI) 0
BE USED FOR SLOPE PROTECTION AND RIP RAP. 3/4' - STUDS SPECIFIEDL ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT W U
THE RATE OF 3 - Q" " STUDS FOR 4 - 3/4" - STUDS, AND STUD SPACING CHANGES
CONCRETE CHAMFERS: SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF/a 74" STUDS O
ALONG THE BEAM AS SHOWN FOR STUDS BASED ON THE RATIO OF 3
STUDS FOR 4 - 1/4" - STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST O i_
UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0". g O
STRUCTURES SHALL BE CHAMFERED 3/4' WITH THE FOLLOWING EXCEPTIONS: ri, Z
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1 " RADIUS WHICH IS BUILT EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION,
SHALL BE ROUNDED WITH A Y4" FINISHING TOOL UNLESS OTHERWISE REQUIRED SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE I x —
ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 546" IN THICKNESS AND
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A Ya" RADIUS DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS
WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS. EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM m
TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS "BRIDGE WELDING CODE". B # B 8
DOWELS: ELECTROSLAG WELDING WILL NOT BE PERMITTED. j 6
3 x
WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER I
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL SURFACES, ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY i
BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY Y6" INCH OR
PLACE WITH 1:2 CEMENT MORTAR. EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING, s m
OR METALLIZING. ° o
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THIS DOCUMENT,TOGETHER ANTS THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

• 78,0
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1 5-,anaarp•¢rt;png v.l6.n neerlrs: '� a da,a1noins Iron. .el
❑ ❑ •n^d.ntert�nn '.: 1,5,y of rne.nceongdroncre:e: SOM. _ dN
w 51 RPM, i20.1 for: •
•
a 'd,nne locara[ions aree.renmC HCBL 1705.F,
2 BnOginglr.a[dirteR :iopl.ra,.eneFVre•s[rc1,Inn El to paper depth aa¢have 1❑ gealechnllel ed ^ y In Z
foru,;a,d ❑ [XI318:d.6._C. ,ea.redero1e....aennkl 8 'i
E Isubu%mos far complewe the Schedule of Sioedal lnspoclio!.EarO ❑ tramtke it I report T p
8. nrn„ury n!bnnded ue-
< 1. Inrlirato the Inxpection Typo loaf.inquired for ilia Project per NOaCse(bons 1704 and 1TOi spe[alparnr,limn _ _xre,.irc•r'.dzm _�_ da , �, '� L o
a Indicate kkimiJter Special'Inspeclwns are Continuous[Cl,Periodic IP]Orhpth bycheckiep the 5erwn]]0]1 [� 11l.1., :c ereclioz pf precwe ❑'ao 3i8-i}..2cs PDP1� CU 1•4 E"7.
% ❑ 21d[mmod suet.eaves yannpy 60 ❑ NOW 19E6.1_1 rgrcrt,e mcmpers $ W
an[enpei525ore: F•.tv • R Ppsrfn Feo1,oatlon aria NWr1705.6, ,B., ME V r
e 3 !owe the scope rireetd hCBC:Sectgn 1y0e and-POSan Well a.other applicable amlards fur �°'al� 1.L.loll,Ii„-aeu mnr.-ete strength, ❑ denlpg of neon-tad NI .❑ pep[echnlral z' U
a each kaf*ectinn Typo. I loll,larlr.cringea rued.,•In r,wviy, .epptt8 C
N Cl uu5t-l!u.5vnno ro,;rrne¢ne n: 230315:2e:1 4-2 c,eeurx4'pn 0
p. Hofe:14.>Irvi�nnoloIR.51u[enen[Wyw0eiWN,pnfrtt!n mint fawa.¢{ug,dopapbnskl0i wnurte%0MPfa1. IT-3�CONCRETE CONCTRUCYIONINPFn Io NC&C Section&Ta,.:k1T05.].CA.1SI °�u,['s re�'In'•a'u6tl:ni.Iand dn.xwlrclr.yh' ■� N
.m rrnr chic pryarr R�rckeII `lnspecti.an Tast I C P Standard Noes/ f°rmlfmmaeamrnde - acoc1
o Commen[e HrP:e+.+•slay? G rferhyaNe or P,ppormalertels_ NCOC 5T05,6;•
N lhr fnllrwline 5pPrlgl Inipertinnsaip rPrfuired far Ihk hrrai+H-'r.rnnrr..nriynwanwf ya•'Ixxrt ane,wart Wr1r w. I 9�Ixlicond it hl6$mixf ❑ 86PiEsh^.kip
a tar remrd.rernene AO dig u,ie;is.t fl Iowan and d.,enNe.eaftina ❑ ti631d:1k1_1.1;61 5,0IngFdurnml•and ref/and I ,
0 7xl.om1F1'It,es1�londOFIr ❑ ❑ i5.3,7S.6.T-26.7aa asc%rer "sorbet,.beim mrcitactionnl/rmtp,lldtd: [Plan-Kilo,
e"sorbet,.
it' IT-1 SPECIAL CASES;Re+erin KCP.0 Sscljoo 110s.,1) ......................... _RRegGspg'i_ formed ducen,errta.rein
x. nm..undnuxarwevunFiinninc
'hooka Inspection TPA I.Standard Notes/ ❑ : yank weldaHllipol ❑ ❑ • i PPria,naemmteF eioic]os,[y z t •rpylr 1 Comments IT-4 MASONRY IRMer to Ncac Sect..17ns<} _
• Cpoetracuan rmrcrvls nra ,dadert ■ ■ MC9C 172511,e1 reintervey;61 mt..- A1V5➢1.4; ❑ wmpa ion fill,.
than.5l1h,glrpevnik[ xie we'aRhee Checkr0IFd 'rode and o.dp.oa[site flee. ❑ Ca?recbnl[81 E
InSpeetlan Te%k. C 7 Standard NOte51prt$ d
_ wewth•p..[e n Sin 2 and b. 1 Comments Sean p'epxed properly andtipm. _
=ms urea.•eee'e[I>r zvla once r
_ 'Lm..vwa1 did •
w.Wr,maa.m:.m 5116-- a
r•.nV+lica[uea C n.elerlala ■ ■ veto[1a05�:1.i a.sd Shin Its W 5:f01 ASCF See5:4 d.nvrcnj,fromid
0 oferd in rho an a Hrn[ c ...ylxMrnaMr. -.I klaar,-CCa:::r:.c.o.. _l U sand lMSeo1,'0.:1 I]Os:¢ ` JaOPax.
S 3. 1nspv archoo.*e.n ❑ A631d 171 f _FFss rP-�,__i3O[IFFCF 6i. Ex[eo;Inns
- rfa'a-a5 and sy5'ems r^_Wired[o Lac n�c 11n5 5_l.xs [prcre7e. r;m 111,eI ls•doe.geni maszr-Y.poor u 1•-1 T 15 op;ldo trap.ASC>:
2`_0Y„yloss"uo,ln.000 ry non,1110i or 5,Le...el Bdwlin•
ins no,- nmdanmay.m aae..Ipnal a, Ibavecr ambles po;tinslelled reerrog ch lA)In Hlrl, y ns,..,=nr+ IT-7 DRIVEN DEEP FOUNDATIONS tRgerucn7Cec Bearwn 1151;r1'
nnanyiNto.iws inso[asi[Y.srrwr C] mharacllLw wmfCu rrcm§cFs .a smrr yn I m
y 1111 pe,10±.re in
E. wrinmxanWr, t'.`�•I s• - LTw`k If ln5pedunn Tssk [ P•BlaMard 1Tlote.1Comm.np
F rill code or In slv,Wrds seferemed by l..s[alled i.M1prirel.falry 0 AD S1S tier. aspired 'Y
thiacede adprearn6a we nrnm 1T-5 WOOD(Refer In mac wean.l7oS.ej _ vcdr e!vr,cmmeuda@li{s n[;ec.l'N5.'i:
-
x • 0 WWI E,es[s ys decdeelrevweo br 11 ❑ :Prr711ssk[e.n.ay,: emaen.¢m iris[ meepn Inap,lctian7ask C P Standard Ndte,/Comnrense` ❑ =nemeg1hsrnmpy.uhrn• 0 keurec.ivzl
I moo Eeeaeanmt( ,Leagiy�ry msataalrswlenwn loans Neel.] 'eviler...ono mpprte' Q
I� Retainire Wads ❑`'1] ' b. M«Tonkel acoaersind IO31&17.83 502117xliari
0 L! LI rrniatma'rd xnnd sm.r..r.:elyplenh •P'[I uCnr line 7 s
i • I edhnslmniSoinrcner and essemnbei Et bein e,crdurce,a•M docw,enrc Ira=
64-1n5116,9a, ,onlw. z
t e MOVIE•PRIDE•P4(Ir.'REM•P.AREA 771114YP.S PEOPLE•PRf76F'a PRIDINiSS•PARTNERSHIPS PFI*P1.7'•mph'.PRraeR1e1'.5'•PART:3NR.e7F1P.5
ti . 2145 SuttkeYLa.•Charlotte,North Carn[lna 28208•980.31A:CODE(2533) 2'145:Salle Pee..•Charlotte,Nnrsh Careilna 2R208•98p.316-CODE(2631) 2145 Su1tle'ASo.•Charlotte,N0f[h C0r0E1n2 28208•980.314.7200E(2633)
' - -L.--1- meow merle-sl.onm/oei.w.meckpermlt.cem wane,m1[k-s7.com./rwwahedmermit.tom wwW.reeck-sl.tom 1seWw,mf*knnernit'»ft[
n 2Pa.•s•rµeb.s0.•t. e1 m.ua 4146.11• 0..P.u W,•wre.,nl, .S[n•41 e,inont.1, owl;e..H•,w,l7o..., Iae1 aedno.Nyylots
U
b 77.47771l n2o 2,17 P•er7,+12 0.•11s 0Ir 11111IA'" rr
,„53
x IIe[Elmu.e[ 170370colrest Hoge;KrS7; Ir app.caFA},vngths. xr�tn,rf�ln 1 11apMagrvs,mdudmg r.cennsemrslfganm •ZO�po 8S104
a ❑. elmnurrtrard(nnduo n eomoj,,,,ol con6e,imnn*wn h,lmdllF eoa.,mu.tr RnR. ns;ing.UNdl_#!l7herllli clr non. hold
eeeFie�na,lL 03 _ Q �
aedlrlw.el 1eaer;sn as rop°n�# apolla17L,(and adago.l..nn ALWPC of eIlll01[s pi-the mmin ❑ =nchprlrg one on., $aucrurar easel elements mlhc seMrclr ACBC Nor reus+-er,In r,e = SEAL =_
CIi ru,rulrbd. cunarrp,v.va hewing.wa171175 Ly.fterad w,WFormaaucrug syxi.m faa[enirg iu other ❑ folmnh[inelyjreo:5aatPd.Irate+ 0 0 1705.11.1.2; SFRSoF building,and = 040384
/ rfrx-,mnn,cfrom mrcr.rs rgmur.wlu,res •.kmemcy the WA inoctirn avy,re in 1DL N,C,tl,s or A15C3a1 .STti1Iureo-,5DC aor am O�
Y 11CPIRC FFrin S. tor res.srxeolm..n:L fu'4F0„n . Plf.: ern. oyster,where the •Wm.cl0of.[151econ edin5epioe Celts rc-Soso: ' .(• 4'alNE' V
3. Imp,xt0r*dngppwaeensaeid N1C1705.7: *J Ecesvndnddiliondaeeriai ❑ .IT05.1k• tastenerspa[ln1dthe .1705.17.I.I,1nonnli7smn1.c'loreranp rnodirh:a,on �''.'QF, �"`,`�
E El male complere...0 ❑ 'yreterneeal step-tons atcadar.Me. Enalechrli01 sheoch "c Y4^m_ 'rw•Nurr..e,eirel. ceefii°ent,N,.si 11 C1.1
cordefuo.kn. reyort8 fecwn57053 teppr[& Coln-Formed 5re011111E franc• •v NO1[1705.11.2 In leougen fn¢e.aCA lolteolal W1011 in'Me selsnic lorle- TheuSl are Sort 111
el"n a. accurate f e ml ucton srrernp1 • WeId11Y°1171. pr.s,at e]emeP6 ❑ •
wNr and Dell l+grs, rrjseIg systems al gruwuras u[Igmq' 44C6C"1715.I2d ..l,90 od2r,.Wad
ig doormen..Iron dee..O scan a the NWNS� • wTe,e ei0.n of SHe m90CC,0,Ea., cl.iar x3'c,,Mar
AOPIRC ensilte .• Strew xnxhneln;B;iarq, WM1,xlreawdk. pp,cl,.rid
o •
¢. v,•al,pistomnr,1nrxtenerand an[Mdnialldglhe.fa110154 0 C1.Shearka,f Is Hiaphragm,,imfudvig
plu,rbnoos,c,MTnn rage end HOC 1705.7; aeleriems Wife MWRS gypsum beer neillge•,Go;un0,
ozoo of idnonn.re[nrdnwnt,pr gnaahn0a! inc,udlnEyl*Pudkl br7tea,. fiberboard, aochWk.gamJ onhr
N 0 or b,owspur'Pimaa 0 report IT hiEUCAL PILES(Wert?NCB:Sections tli1E5.e) ,.pleg,c,1n11ert.rd1�:c.: e1.Sheathe,isxacd YY
-•e..o..,Je.e•....... �•1.��1:..�. VW,it I inspection Task 1 C P Standard NOR./COOlmenfs .,..a1 a-d held doawe el...cE..a:ea..ci.... ein.e k'aFt11e5FRS:. e
reopoired ponetrations to dp(u I*B,1,1 from 1.ed Al stool Jreteonxe oh.1>loias[ene* s
ii 'eyedes�4..pacirv.re[a,..1 HGelkt R'� side or.die wet L
l..,pur Gripe i,ualMeiu..- saaring after! 3 0
e nand butt eleyanans aid ❑ tarn 1 LI NCaf.tiecer.n pznelmr d.aparagm nnenhinelsak"4c r. o
real ll�i.le upe:.ia,5 of F
a....e,Neny tarc1'.e[a a Imlell•Do1.en.flrrxn!aced 1705.0: a 110005r El.
f my _ I" f/1 0
ioand.mor dermal. Pa G: Fir.eimemrsr, aer"1rcM:rs,l �r°°OSi =mn.emsof sonny knoll ❑ u i u m p
w S. F1•rAMo[demeni 1?er7en^ - MC8C1705,1: c noel...kiwis report& a4w/iiieh'.M1'.1.= .-s.1Cnioyolem - \
❑ addnl4AallnmectInst In wand-meat.mom. d: Nniad.ylh cn*we1amp .w.10-.211e0 any531enh NCB(0705.113 9 `1 O
p .p10,0anm.,viM eecnen 1'T5.2 repoftA R R.aRnit3201lor,trara..e dIXulnella.'m1n ❑ 3, Ram mierirg,reelslaeard 0: 27 Hdl:ng.h rrrq:rlre,or:,,gaM ❑ InrLtlea were ahln, v F
Ca rd,'eeHc6or, rear:lam.r,k ca'1,.eteeM ❑
f. es
ina.ttian data AGP*nr alferfmfpranfWe-ir�nreal with,*pan
f a
1 Oo[VmenR from t; •fartprlar.'..Ivor.».g and xW1 ;
n WO ag R0p1RC 0 metro., .,p*.c2•reS1Ong bulls-rbgramm-e.pL.a3R 1 1'
_ SEM a coredkosto cod and npv
a. xrtn nlemoah and NCsC 1705-T; eaolunga and From... �d.JO
< 0 •ortr0H0-EII&0OGmel,1s, SeCte.hnW1 ii. .
w i0darm.easlsR,.saddn'v111 a7arta IT Tfl FABRICATED ITEMS 1Refa toln0C. Cadid,nep tfse l.rh[frune rim reawred icr..ear
w 6ecaaft 51[Un']138+T2a 25J IT•ii SEISMIC PESISTANCE['aria v,NCGC eoehnnr.*moo 17f P+n:Frremr. '
mar sms.xsv,lep,msfa NRyL'iF95.1i9 yra..d diapl•gnn, o m I m
,eea iaepe,,Gons in uanaruvwt (heel IF Enspeettnn Task C P Standard Notary l Cornmeal. kO.C.ri,e,or
Ind,ItlfnR.tcrew p 'O
I arcordanmwllh Sec.,l'pds 1 derarmeneolrom I I g Q
required Chakil InS,pe(tlnn Task C P Standard Mp1es lCanmdfl5: ❑ meal....,bolt Z to
nrrlpr sn afahrinron Slcwri norrccsnzd n 1Q1t"fOd - _ . a 'Vletllrgo0praprn,5pf arnhniig rind omen mp R 'a d s o
co
y 7: Fnr'yecia;lrelemenl4.01.knm H[TIC1'me.T; 0 Inse,0. sevINIdl, ❑ ❑.MAC Sag., Ihe[Atka:c-r„e_u Lirtaer:onsSmSlla-L](Y,.u.9 arc elneene of rk SSR$ rininn350 9rr
•• 0 a8nbnal.nslrc[nr,cis e,`•n.-chie.I a Load bearing or 3e0s.10or hinds e;w ex- lb,T,ir•d in.'P.yrru1ei 0H0Rr1S and p 0 ceman,Emaeril.e. e ¢
o deeenlyne0 ky.11x relis[ered roportdr .. L1,e,,IYuad.e,l»Ion 17:4.2.5. lithe* stnsted n aopardanco Mrn0m0/ 2 $new at.chnienlbw•s' f
d goo pr0evioe;I In an,seunwn m e rc nr asmm 1a dHr xa. 7 P3 here heid
J Fequs1f161etl1ar59 da[u„wnts1rnm apprp01t no, Mefolbw7IL' •n,Mrpg.a0ahsr leste.g' the fo11w4. Ind;•
7ne l?t
Svn-ane atiefhr.frame afelorn.1 of the SFPS d1 onoxhlrp,e�1
p - nr4"!K ;vrcEruction 5 u non greater Including.Seca weds,hrxea. PP,.lid nr 1
a non 05,and h..Ild•,�nFghln Llaphrept..E eelle[Nnl�a=' nbmbop.d; leael Q
S IT BCAST-IN-PLACE DEEP FOUN DATION S.(Amer OO rYcsc se:im,17D5.11 IT T1 WIND RESISTANCE,Refer w NC8CS4diens1ILS.Is.1y�.1t1-v 7U'.11.3:6I14.S.:I auFreater[ham Mi!: sr.,-Lola," naa,d IQ.Shcamnleh weed �i
(hale it En ee114n Task C P Standard Roles - SFRSot,hehsaurlurel5 9•u1,Fo11 niloi C/] /O�
(Hale II Inspection iafk• C I P Standard Nolen/Comments I o 1p,d I 1 ro1ilorcod n°?'C1*'Of Fan!sfwclgon o,!. WWWL -
2 rewired 1 '{` 4 r 1 relnronMouze=ere.S.Ornt .•adr et..,hinry.W; L�
only,°pulrse in rho fo11°nay Irnfamah tF.ap ON;and 3udd c I I I. Irst%xt[Ming�%raxGpkOnd HC2Y•1TL5 El, afa,a ir, 'Rimini-rignbriitm W L F•
° inmoen..and amaau. eeotechNcal ] l..m.y`.•.,v.v.e CetePo.rh hasr.[it rmt grd.*,khan 2Y. arid co)
whe•se ll..,i,x 120 UPI,iper a
S rnonn.for each oleamr repave& iFn 131I,. 0 srrll000r et.,..tie'hhnlcforre C 1705 frttrcywd m,ne lace ref spacnecetoe
g di-vac woo p mgg{nx of W nSmgs and 0 W 1a.1.1; s rserau141 g;nr aan:lhmg:.ae o,r C W
do.vmcrn:from 2. .•s..ed`_er.ere(Peep.Cld scan,..-.a wzcwr /Aaa,,�
0,w 1,,..:z 130 h,PH rout autlmdm SOC G,CD.EorF ptlC'3a1 ak15C,CBa ❑ OeyPv:ed aeemcenunu la: .n.SFF'J.kmm� 1�1
a p10,17..' `F room sp¢+Airaly. SFdI[me asslgred NSeelpw pc9gn "132.2cip
i ❑ 2. Verify plan-moo.,loralen,oed I.J rxlc[%af',a1, 1U19:�:IL. detailed nor scone. Ca,egnfP40.Eaf LO kJ
Rlupnrasu,rf,rtlrm elnmmr geotaf,N,al 'sx,acwral Yrauu HCNC S79`�11a ••RStrepalrea for aS[,p • ,fualxy With q
N dianne],bell diamtiorl Id. leper.R ❑ • ?u.nR.femeNsoFih.malt J Sheer walk,sF.ea. 0 CI 1
• _ .,,,(rlrerrana4.l18 yam,,, - panel....rid 6
PEOPLE•PRIDE•PR7IC.R0S2•PARTNERSHIPSPg9P2,0•11116..PAW:RA:3,•F:1RT,S7ASH1R.p PEOPLE•PRIDE•,7€erRESS•PARTNERSHIPS PEc0P7.P•MAR•1!Rpr2NE'Sf•P"IR7.7-'p0xfv$
2245 Sutrle ASe.•C11ir1t/lIe,North Carolina 28304•98p.3i$.CAD6[2693f 21.aSSO11tti Avr--.•Cr:a1I'tte,.m0lih{:pr7i10a 2E296•980.314.£008(26421 21:45 Sut[fe Ave.•.Charlotte,North Cir3Eina2820E•480.3E4.CODE(26333 214S milk Ave.•Charlotte,Nprp,Cdrtl}lrla 2820d•980'.3114.CODE(28331 cA
2 wwse.mecbti.0om/epose.n.1rp114mtt-com mew.111ek-5!,wrh/y+ww.erwkperm0.00en worry-meek-.'noon/w.wrmer1Aermli.eom www.rneck•Si.1Om f wsltYmeckaerl•t 1�1 C...)
fc (lµiS000..b.wry0w too enss=r:;1..iop1a 0XR%.Mauenwecr•,nne ter 114111 ycsnr20lg n,. wne.,nos ra.r ltrl ee,.no1{1n.I.O. 01c151rerf1a,.ecw,rr 0anie2[6714.2020. CA il
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

Y
I -'.a'ar the letr6""h°"x"ea - 1- IT 13 TESTING FOR SEISMIC RESISTANCE(Refer to Section 1705.111. J 7 vld,-r,•ge^d a,ha- LI 1_I sum 1ic..14.6A112&11' 3. FCr•pm ryp2 of tlreSNp,
.Manii,eaelaw ee lke mti5eere.l lenPeedon Task C P`Stoddard Notts I cOmP�[e []mrrsY I J 8. HCl OW SW3C HIJ s rlw iM ❑ 0 HC6:17.M 14..4.8 93301r • Wanes TN Of 111q[amF.instelfp6bie
LI Ar.,Imrnnml x�nr„nann-.m.tlnn NeF nevi-ad:� • rpq'wem slnnn,.r.�src� P.. -I urRc[ro,5aa1 r= [ P,p••mliMns ❑ Iksra sa»dk=:a Reran.ar pc: a
Pei Fastening W eaten,drddiny •0 acer'Eros::i,S I EGerlcr rladdng, [.e•'^'`•c Hn-[ - AOracld-18p0D it.
Inter yr and e.terlw non0eatIo3 Warts. .nkrior yd cr?eri_e • emnEn-LL2LL;nnmve tr-FO F by buiblirp;s with,
and Irteror end weeder wr r Id rnaae arinara aM ❑ se-sndc rnaidanarc.SFRs IDI M1 OC1705.1R.,.1 raanntonmatEScamr. IT IS MASTIC ANQ ENTLIMESCENT RRf-RESISTANT COATING 1705.15 . oaalm-tive,>:nee or zz•d innlalleduru par
strs,eturat asslgnem en swim,0r=gn •alaHnr and menu El R5n[t,rCL e100E341 sneflieienCs3 F ❑ 29eFk,atelletiens '
Chad II ImSpe[tlPn Task C P Standard Notes/Comments 11xr.a',pram,
vCaNROry D.Ent F s•eseet 53C in Ieke aired Area s SO-10.0a0 if a N�,nv a,.e'n or non it Sire..5te0 Drente ME I/16.131.2 ❑ S. Vent/all'innings/4n.Rerteed
March Rin!Monacan,In ammntaida to tt .I NWl::1::::.1•:,
2 w•Gce • teende resneae NM!,ION -'� vaonyuppllgmla Pnar:eraFelgemt[ nvrcl;r:3
O Si ErtennrFl� ❑ s.I=mnc rcurtaxeOf.grdclurd [] El ,np,-5c[p.u�[ en0 deter b 'M•nJnl fin yanNr.:iwna O ni
ml•'8Lentni s wiNe
w one In[nior and =_[eel efatse^.L rtt>a'Oa l'nrar^m auoNvxa,r v
Bs
OW34.WrOP, P,K3POP and MHY:43 ee' n45C11] coelTrienl s3. 0 1- W�,fy ma:ttkaaewl..ti
N niter,E.psFor lei eaailyred w BRE B.C.EL i or F IT-16 E)FTERIOR INSIULATION.&FINISH 5YSTEM CEIFS) Mutinies •• 2 N l'N
- 113:hhteria•rrmabeslne dmteneetad In tits/att..
E, O O
,rya rte�,•e carneck If Inspartran Task n�Standard Notes 1 Comments s: 1,0I,,.a,,..ad.IC,,..1„�. e
ponswa[iixal COmaolleno co,fi s[ru.lsft5 ftteLiM.E32
(e u1•aa 0 mimed lP SUC a,[,0.iar Fsvhcre tue rcqulrod 9
❑ O E l N
NI flFS avNBcatPaa LU n rcy,.Ircd Fir: "z
a [j Access Iknn-.0,w�.nertrecr.re= IHCBC .fepriinrnnentsWSe,.Dunroi fo.p.ol, �� am
w asLnei[m•�'ami•Dafitn Calenory D,_ ❑ ]xrP.l2 5 i Mrnwat•mtteral cwnpvncny uppye= o[1. El ,' " v
l Ent W RreawP. O
•
2I _ nF it uleiimeno men.by aelSrMs . a0Plncalgns C ` O
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N SEQUENCE OF CONSTRUCTION FOR TYPICAL STREAM WORK AREA
1. CONTRACTOR SHALL DETERMINE A PROPOSED SIZE AND LOCATION OF GEOTEXTILE DEWATERING DIRT I
GEOTEXTILE DEWATERING m BAG FOR APPROVAL BY 7HE ENGINEER PRIOR TO INSTALLATION.
DIRT BAG WITH n
STABILIZED OUTLET. K I 2. INSTALL GEOTEXTILE DEWATERING DIRT BAG,AS APPROVED.
3. INSTALL BYPASS PUMP AND DEWATERING PUMP AND NECESSARY TEMPORARY FLEXIBLE HOSE.
GR Series
CONNECT DEWATERING PUMP TO GEOTEXTILE DEWATERING BAG.
BY-PASS PUMP OUTLET--___I I 4. PLACE UPSTREAM IMPERVIOUS DIKE AND/OR COFFER DAMS TO ISOLATE THE WORK AREA.BEGIN
•31"787] MODEL GRM45 WITH ENERGYI BYPASS PUMPING FOR STREAM PUMP AROUND OPERATION.
Back Access DISSIPATOR, TYP. � S. PLACE DOWNSTREAM IMPERVIOUS DIKE FOR STREAM PUMP AROUND OPERATION. BEGIN DEWATERING
13^[�ao] Panel BARRIER FREE: BI-LEVEL task,'GDB I THE ISOLATED WORK AREA. AREA TO BE DEWATERED SHALL BE EQUAL TO ONE DAYS WORK. ^
PEDESTAL MOUNTED 6. PERFORM STREAM REPAIR WORK IN ACCORDANCE'MTH THE PLANS. i�~~3DRINKING FOUNTAIN I so 7. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES AND/OR L.© p
N. 0,v� COFFER DAMS.REMOVE IMPERVIOUS DIKES COFFER DAMS,PUMPS,AND TEMPORARY FLEXIBLE HOSE 0
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yyyyyy (DOWNSTREAM IMPERVIOUS DIKES COFFER DAM FIRST).
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r IMPERVIOUS 8. PUMP AROUND AREA TO BE STABILIZED WITH MATTING AT THE END OF EACH WORK DAY. THE T N Uj N
f 7 _ DIKE, TYP. IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY SHOW THE UPPER AND LOWER EXTENT FO i -N
� _ \ OF WORK FOR EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
_.,F / • LOCATION OF THE IMPERVIOUS DIKE(S)FOR EACH DAYS WORK. T. /^` L.',"
9. REMOVE DIRT BAG AND PROPERLY DISPOSE OF CAPTURED SEDIMENT AND DIRT BAG. STABILIZE • z
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a y I m I 1. ALL STREAM WORK TO BE PERFORMED"IN THE DRY"OUT OF STREAM FLOW EITHER BY E U.L.s
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o ,'///J I I 3. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK.THIS INCLUDES ■
PUMPS AND HOSES. N
4. GRADED STREAM BANKS SHALL BE STABIUZED,WITH MATTING.PRIOR TO PREDICTED RAIN FALL
c 83n •, f r, •DEWATERING PUMP I EVENTS,UNLESS ALL RAIN EVENT FLOW CAN BE PUMPED AROUND FOR PREDICTED EVENT.
N I'18 133� ✓✓ FOR SEDIMENT LADEN 5. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA.
1213]{ FII OPTIONAL-PF PET FOUNTAIN WATER WITHIN WORK AREA I d 6. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES.
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Supplled Anchors 3.Stop Valve not provided. FOR CLEAN UPSTREAM P- H "`N CAA
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THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES,INC.SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES,INC.

NCDWQ STREAM IDENTIFICATION
FORMS

North Carolina Division of Water Quality-Stream Identification Form,Version 4.11
Cross Charlotte Trail-
Date: 10/3/2020 Project/Site: Davidson to Matheson Latitude: 35.242689
S1
Evaluator: TK County: Mecklenburg Longitude: -80.815094
Total Points: 39.5
Stream is at least intermittent Stream Determination (circle_one) Other Charlotte E
Ephemeral IntermittCPerennial .g.Quad Name:
if 19 or perennial if 30
A. Geomorphology Subtotal = 23 Absent Weak Moderate Strong Score
la. 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-pool 0 1 2 3 3
sequence
4. Particle size of stream substrate 0 1 2 3 3
5. Active/relic floodplain 0 1 2 3 2
6. Depositional bars or benches 0 1 2 3 2
7. Recent alluvial deposits 0 1 2 3 3
8. Headcuts 0 1 2 3 0
9. Grade control 0 0.5 1 1.5 1.5
10. Natural valley 0 0.5 1 1.5 1.5
11. Second or greater order channel No= 0 Yes = 3 3
a artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal 9.5
12. Presence of Baseflow 0 1 2 3 3
13. Iron oxidizing bacteria 0 1 2 3 0
14. Leaf litter 1.5 1 0.5 0 1.5
15. Sediment on plants or debris 0 0.5 1 1.5 1
16. Organic debris lines or piles 0 0.5 1 1.5 1
17. Soil-based evidence of high water table? No= 0 Yes = 3 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
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 1
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:
S1 is a USGS blue line-Little Sugar Creek.
Highly urbanized stream with incised banks.
Hydrology influenced by baseflow and surface runoff.

North Carolina Division of Water Quality-Stream Identification Form,Version 4.11
Cross Charlotte Trail-
Date: 10/3/2020 Project/Site: Davidson to Matheson Latitude: 35.241775
S2
Evaluator: TK County: Mecklenburg Longitude: -80.814344
Total Points: 31.5
Stream is at least intermittent Stream Determination (circle_one) Other Charlotte E
Ephemeral IntermittCPerennial .g.Quad Name:
if 19 or perennial if 30
A. Geomorphology Subtotal = 17 Absent Weak Moderate Strong Score
1 a. 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-pool 0 1 2 3 2
sequence
4. Particle size of stream substrate 0 1 2 3 2
5. Active/relic floodplain 0 1 2 3 1.5
6. Depositional bars or benches 0 1 2 3 2
7. Recent alluvial deposits 0 1 2 3 3
8. Headcuts 0 1 2 3 0
9. Grade control 0 0.5 1 1.5 1
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 8.5
12. Presence of Baseflow 0 1 2 3 3
13. Iron oxidizing bacteria 0 1 2 3 0
14. Leaf litter 1.5 1 0.5 0 0.5
15. Sediment on plants or debris 0 0.5 1 1.5 1
16. Organic debris lines or piles 0 0.5 1 1.5 1
17. Soil-based evidence of high water table? No= 0 Yes = 3 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:
S2 is an unnamed tributary to S1
Highly urbanized tributary with invasive species along banks
Hydrology influenced by baseflow and surface runoff.

PROJECT SITE PHOTOGRAPHS

Photo Page 1
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Photo 1 —Stream 1 (Little Sugar Creek)at N Brevard St
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Photo 2—Stream 2(UT to Little Sugar Creek)
Title Photo Pages
Cross Charlotte Trail-Davidson to Matheson Prepared By
Project City of Charlotte
Mecklenburg County,North Carolina
Date Project Number Kimley»>Horn
11/16/20 015016236

Photo Pa i e 2
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Photo 3 —Intersection of E 24th St and N Davidson St—Beginning of project
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Photo 4—Abandoned railroad right-of-way
Title Photo Pages
Cross Charlotte Trail-Davidson to Matheson Prepared By
Project City of Charlotte
Mecklenburg County,North Carolina
Date Project Number Kimley»>Horn
11/16/20 015016236

Photo Pa'e 3
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Photo 5—Stream 2 inlet culvert at E 27`h St
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Photo 6—Abandoned railroad rig
Title
ht-of--way
Photo Pages
Cross Charlotte Trail- to Matheson Prepared By
Project City of Charlotte
Mecklenburg County,North Davidson Carolina
Date Project Number Kimley»>Horn
11/16/20 015016236

Photo Pa'e 4
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Photo 7—Little Sugar Creek(Stream 1)
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Photo 8—N Brevard St Light Rail(End)
Title Photo Pages
Cross Charlotte Trail-Davidson to Matheson Prepared By
Project City of Charlotte
Mecklenburg County,North Carolina
Date Project Number Kimley- Horn
11/16/20 015016236

Photo Page 5
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Photo 9—Existing railroad spur timber bridge—S2
Title Photo Pages
Cross Charlotte Trail-Davidson to Matheson Prepared By
Project City of Charlotte
Mecklenburg County,North Carolina
Date Project Number KII11lCy>>)Horn
11/16/20 015016236

AGENCY CORRESPONDENCE

.cttst
FE
- 114 OF United States Department of the Interior SE �
5 • k, r74
FISH AND WILDLIFE SERVICE
Asheville Field Office
4''4RCH a A'6 160 Zillicoa Street
Asheville,North Carolina 28801
November 16, 2020
Chris Tinklenburg
Kimley-Horn
200 South Tryon Street, Suite 200
Charlotte,North Carolina 28202
Dear Chris Tinklenburg:
Subject: Cross Charlotte Trail; Mecklenburg County,North Carolina Log No. 4-2-21-032
The U.S. Fish and Wildlife Service (Service) has reviewed the information provided in your
correspondence dated October 9, 2020 wherein you solicit our comments regarding project-
mediated impacts to federally protected species. We submit the following comments in
accordance with the provisions of the Fish and Wildlife Coordination Act, as amended
(16 U.S.C. 661-667e); the National Environmental Policy Act(42 U.S.C. §4321 et seq.); and
section 7 of the Endangered Species Act of 1973, as amended(16 U.S.C. 1531-1543) (Act).
Project Description
According to the information provided, a trail project would be constructed on approximately
fouracres in Charlotte,North Carolina. Your correspondence indicates that Jurisdictional Waters
of the U.S. are present onsite, and that you anticipate needing authorization from the USACE for
project-mediated impacts to those features. However, impacts to natural resources resulting from
the proposed action', and proposed impact avoidance measures were not described in your
correspondence. Onsite habitats are composed of right-of-ways, railroad crossings and
sidewalks. Surrounding land use is dominated by residential and commercial developments and
highly disturbed from a legacy of development activities.
Federally Listed Endangered and Threatened Species
According to Service records, suitable summer roosting habitat may be present in the project
area for the federally threatened northern long-eared bat (Myotis septentrionalis). However, the
final 4(d)rule (effective as of February 16, 2016), exempts incidental take of northern long-eared
bat associated with activities that occur greater than 0.25 miles from a known hibernation site,
and greater than 150 feet from a known, occupied maternity roost during the pup season(June 1
—July 31). Based on the information provided, the project(which may or may not require tree
1 Pursuant to 50 CFR§402.02,the Action Area includes all areas to be affected directly or indirectly by the Federal
action and not merely the immediate area involved in the action. Moreover,the Effects of the Action are all
consequences to listed species or critical habitat that are caused by the proposed action,including the consequences
of other activities that are caused by the proposed action. A consequence is caused by the proposed action if it
would not occur but for the proposed action and it is reasonably certain to occur. Effects of the action may occur
later in time and may include consequences occurring outside the immediate area involved in the action(see also 50
CFR§402.17)

clearing) would occur at a location where any incidental take that may result from associated
activities is exempt under the 4(d)rule. Although not required, we encourage the Applicant to
avoid any associated tree clearing activities during the maternity roosting season from May 15 —
August 15.
Albeit low quality, suitable habitats also occur onsite for the federally endangered smooth
coneflower(Echinacea laevigata), Michaux's sumac (Rhus michauxii), and Schweinitz's
sunflower(Helianthus schweinitzii). Onsite areas that may support these plants were surveyed
October 2020,but no occurrences were detected at that time. Based on the information provided,
we would concur with the proposed"may affect, not likely to adversely affect determination" for
these species from the appropriate action agency and we require no further information at this
time.
Please be aware that obligations under section 7 of the Endangered Species Act must be
reconsidered if: (1)new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered, (2) this action is
subsequently modified in a manner that was not considered in this review, or(3) a new species is
listed or critical habitat is determined that may be affected by the identified action.
We offer the following general recommendations on behalf of natural resources:
Erosion and Sediment Control
Measures to control sediment and erosion should be installed before any ground-disturbing
activities occur. Grading and backfilling should be minimized, and existing native vegetation
should be retained(if possible)to maintain riparian cover for fish and wildlife. Disturbed areas
should be revegetated with native vegetation as soon as the project is completed. Ground
disturbance should be limited to what will be stabilized quickly, preferably by the end of the
workday. Natural fiber matting (coir) should be used for erosion control as synthetic
netting can trap animals and persist in the environment beyond its intended purpose.
The Service appreciates the opportunity to provide these comments. Please contact Mr. Byron
Hamstead of our staff at [e-mail], if you have any questions. In any future
correspondence concerning this project,please reference our Log Number 4-2-21-032
Sincerely,
- - original signed- -
Janet Mizzi
Field Supervisor
2

Kimley>>)Horn
October 9, 2020
Asheville Field Office
U.S. Fish and Wildlife Service
160 Zillicoa Street
Asheville, NC 28801-1082
Re: Cross Charlotte Trail—Davidson to Matheson
Charlotte, Mecklenburg County, North Carolina
Project Review Certification Letter
Dear USFWS Asheville Field Office,
On behalf of our client, City of Charlotte, Kimley-Horn (KH) is submitting this letter requesting
concurrence regarding the results of the pedestrian survey performed for the above-referenced
project in accordance with the methodologies recommended by USFWS. The pedestrian survey was
conducted by KH staff Taylor Kiker in October 2020.
Background Information
The project is located along an abandoned railroad right-of-way between E 24th Street and Jordan PI
in Charlotte, Mecklenburg County, NC.The project area is situated in an urbanized setting in northeast
Charlotte, bound by industrial facilities, commercial buildings, and multi-family residential buildings.
The site is comprised of road right-of-ways, concrete sidewalks, a gravel abandoned railroad right-of-
way, and two urbanized streams. Vegetation found within the site is comprised of Red Maple (Acer
rubrum), Sweetgum (Liquidambar styraciflua), Japanese Hops (Humulus japonicus), Dog Fennel
(Eupatorium capillifolium), Eastern Poison-Ivy(Toxicodendron radicans).
The City of Charlotte intends to construct/develop a project on the subject property which may
require future authorization from the US Army Corps of Engineers (USACE); therefore, City of
Charlotte contracted with KH to perform the pedestrian survey within areas of potentially suitable
habitat on the subject property to identify and document occurrences of federally listed threatened
and/or endangered species.
Methodology and Findings
As of July 30,2020,the United States Fish and Wildlife Service(USFWS) lists five(5)federally protected
species for Mecklenburg County (Table 1). A brief description of each species' habitat requirements
follows, along with the Biological Conclusion rendered based on survey results in the study area.
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Kim ey>>)Horn Page 2
Table 1: Federally protected listed species for Mecklenburg County
Scientific Name Common Name Federal Status Habitat Present Biological
Conclusion
Myotis Northern long- May affect, not
septentrionalis eared bat T Unknown likely to
adversely affect
Lasmigona Carolina No No effect
decorata heelsplitter
Rhus michauxii Michaux's sumac E Yes No effect
Helianthus Schweinitz's Yes No effect
schweinitzii sunflower
Echinacea Smooth Yes No effect
laevigata coneflower
*E=Endangered,T=Threatened
Northern Long-eared Bat
USFWS Recommended Survey Window:June 1—August 15
Habitat Description: In North Carolina, the Northern long-eared bat (NLEB) occurs in the mountains,
with scattered records in the Piedmont and coastal plain. In western North Carolina, NLEB
spend winter hibernating in caves and mines. Since this species is not known to be a long-
distance migrant, and caves and subterranean mines are extremely rare in eastern North
Carolina, it is uncertain whether or where NLEB hibernate in eastern North Carolina. During
the summer, NLEB roost singly or in colonies underneath bark, in cavities, or in crevices of
both live and dead trees (typically>_3 inches dbh). Males and non-reproductive females may
also roost in cooler places, like caves and mines.This bat has also been found, rarely, roosting
in structures like barns and sheds, under eaves of buildings, behind window shutters, in
bridges, and in bat houses. Foraging occurs on forested hillsides and ridges, and occasionally
over forest clearings, over water, and along tree-lined corridors. Mature forests may be an
important habitat type for foraging.
Biological Conclusion: May affect, not likely to adversely affect
Potentially suitable summer roosting habitat for the NLEB may be present within forested
areas in the project area. The Final 4(d) rule (effective as of February 16, 2016), exempts
incidental take of NLEB associated with activities that occur greater than 0.25 miles from a
known hibernation site, and greater than 150 feet from a known, occupied maternity roost
tree during the pup season (June 1 —July 31). Kimley-Horn conducted a review of the most
current maps of confirmed/known hibernacula and maternity sites for the NLEB at
http://www.fws.gov/asheville/htmis/project_review/NLEB_in_WNC.html. The action area
for this project is located outside of the highlighted areas/red 12-digit HUCs.There will be no
blasting, pile driving, or other percussive activities associated with the construction of the
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Kim ey>>)Horn Page 3
project; however, tree-cutting/removal will occur. Based on the review, the proposed
activities in the action area occur at a location where any incidental take that may result from
the associated activities is exempt under the Final 4(d) rule; therefore, the biological
conclusion of"may affect, not likely to adversely affect" has been rendered for NLEB for this
project.
Carolina Heelsplitter
USFWS Recommended Survey Window:year round
Habitat Description:The Carolina heelsplitter was historically known from several locations within the
Catawba and Pee Dee River systems in North Carolina and the Pee Dee and Savannah River
systems,and possibly the Saluda River system in South Carolina. In North Carolina,the species
is now known only from a handful of streams in the Pee Dee and Catawba River systems.The
species exists in very low abundances, usually within 6 feet of shorelines, throughout its
known range.The general habitat requirements for the Carolina heelsplitter are shaded areas
in large rivers to small streams, often burrowed into clay banks between the root systems of
trees, or in runs along steep banks with moderate current. The more recent habitat where
the Carolina heelsplitter has been found is in sections of streams containing bedrock with
perpendicular crevices filled with sand and gravel, and with wide riparian buffers.
Biological Conclusion: No Effect
Known populations for the Carolina heelsplitter in Mecklenburg County occur only in the
Goose Creek and Duck Creek Watersheds within the Yadkin Pee-Dee River Basin and the
Sixmile Creek Watershed within the Lower Catawba River Basin. This project is within the
Little Sugar Creek Watershed within the Lower Catawba River Basin; there are no known
populations of the Carolina heelsplitter within this watershed. The on-site streams are
degraded with poor supporting habitat conditions for mussels in general. No mussels, of any
species, were observed during the habitat assessment. Therefore, no suitable habitat for
Carolina heelsplitter is present within the study area. Additionally, according to the NCNHP
data report, there are no known occurrences of the Carolina heelsplitter within a one-mile
radius of the project limits.
Michaux's Sumac
USFWS Optimal Survey Window: May-October
Habitat Description: Michaux's sumac, endemic to the inner Coastal Plain and lower Piedmont,grows
in sandy or rocky,open, upland woods on acidic or circumneutral,well-drained sands or sandy
loam soils with low cation exchange capacities.The species is also found on sandy or submesic
loamy swales and depressions in the fall line Sandhills region as well as in openings along the
rim of Carolina bays;maintained railroad, roadside, power line,and utility rights-of-way;areas
where forest canopies have been opened up by blowdowns and/or storm damage; small
wildlife food plots; abandoned building sites; under sparse to moderately dense pine or
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Kim ey>>)Horn Page 4
pine/hardwood canopies; and in and along edges of other artificially maintained clearings
undergoing natural succession. In the central Piedmont, it occurs on clayey soils derived from
mafic rocks.The plant is shade intolerant and,therefore, grows best where disturbance (e.g.,
mowing, clearing, grazing, periodic fire) maintains its open habitat.
Biological Conclusion: No Effect
Potentially suitable habitat for Michaux's sumac is present on the subject property within the
right-of-ways and abandoned railroad right-of-way that receives abundant sunshine and has
minimal competition in the herbaceous layer. A review of the NCNHP records, updated July
20, 2020, indicates no known occurrences within 1.0 mile of the subject property. Pedestrian
surveys were conducted by Kimley-Horn biologists throughout areas of potentially suitable
habitat on October 3, 2020. No individuals of Michaux's sumac were observed. Due to a lack
of recorded occurrences and the absence of observed individuals on the subject property,the
proposed project will have no effect on this species.
Schweinitz's Sunflower
USFWS Optimal Survey Window: late August-October
Habitat Description: Schweinitz's sunflower, endemic to the Piedmont of North and South Carolina.
The few sites where this rhizomatous perennial herb occurs in relatively natural vegetation
are found in Xeric Hardpan Forests. The species is also found along roadside rights-of-way,
maintained power lines and other utility rights-of-way, edges of thickets and old pastures,
clearings and edges of upland oak-pine-hickory woods and Piedmont longleaf pine forests,
and other sunny or semi-sunny habitats where disturbances (e.g., mowing, clearing, grazing,
blow downs, storms, frequent fire) help create open or partially open areas for sunlight. It is
intolerant of full shade and excessive competition from other vegetation. Schweinitz's
sunflower occurs in a variety of soil series, including Badin, Cecil, Cid, Enon, Gaston,
Georgeville, Iredell, Mecklenburg, Misenheimer, Secrest, Tatum, Uwharrie, and Zion, among
others. It is generally found growing on shallow sandy soils with high gravel content; shallow,
poor, clayey hardpans; or shallow rocky soils, especially those derived from mafic rocks.
Biological Conclusion: No Effect
Potentially suitable habitat for Schweinitz's sunflower is present on the subject property
within the right-of-ways and abandoned railroad right-of-way that receives abundant
sunshine and has minimal competition in the herbaceous layer. A review of the NCNHP
records, updated July 20, 2020, indicates no known occurrences within 1.0 mile of the subject
property. Pedestrian surveys were conducted by Kimley-Horn biologists throughout areas of
potentially suitable habitat on October 3, 2020. No individuals of Schweinitz's sunflower were
observed. Due to a lack of recorded occurrences and the absence of observed individuals on
the subject property,the proposed project will have no effect on this species.
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Kim ey>>)Horn Page 5
Smooth Coneflower
USFWS Optimal Survey Window: late May-October
Habitat Description: Smooth coneflower, a perennial herb, is typically found in meadows, open
woodlands, the ecotonal regions between meadows and woodlands, cedar barrens, dry
limestone bluffs, clear cuts, and roadside and utility rights-of-way. In North Carolina, the
species normally grows in magnesium- and calcium- rich soils associated with gabbro and
diabase parent material, and typically occurs in Iredell, Wisenheimer, and Picture soil series.
It grows best where there is abundant sunlight, little competition in the herbaceous layer,and
periodic disturbances (e.g., regular fire regime, well-timed mowing, careful clearing) that
prevents encroachment of shade-producing woody shrubs and trees. On sites where woody
succession is held in check, it is characterized by a number of species with prairie affinities.
Biological Conclusion: No Effect
Potentially suitable habitat for Smooth coneflower is present on the subject property within
the right-of-ways and abandoned railroad right-of-way that receives abundant sunshine and
has minimal competition in the herbaceous layer. A review of the NCNHP records, updated
July 20, 2020, indicates no known occurrences within 1.0 mile of the subject property.
Pedestrian surveys were conducted by Kimley-Horn biologists throughout areas of potentially
suitable habitat on October 3, 2020. No individuals of Smooth coneflower were observed.
Due to a lack of recorded occurrences and the absence of observed individuals on the subject
property, the proposed project will have no effect on this species.
Bald Eagle and Golden Eagle Protection Act
USFWS optimal survey window: November through March
Habitat Description: Habitat for the bald eagle primarily consists of mature forest in proximity to large
bodies of open water for foraging. Large dominant trees are utilized for nesting sites,typically
within 1.0 mile of open water.A desktop-GIS assessment of the project study area, as well as
the area within a 1.13-mile radius(1.0 mile plus 660 feet)of the project limits,was performed
on May 26, 2020 using 2019 color aerials. No large bodies of open water were identified in
the 1.13-mile radius. In addition, a review of the NCNHP database, updated on July 20, 2020,
revealed no known occurrences within 1.0 mile of the study area. Due to the lack of known
occurrences, and the lack of observed individuals or nests, it has been determined that the
proposed project will not affect this species.
Biological Conclusion: No Effect
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Kim ey>>)Horn Page 6
Statement of Qualifications:
Investigator: Taylor Kiker
Education: B.S. Environmental Technology and Management, 2015; M.S. Earth Sciences
—Hydrology, 2018
Experience: Environmental Analyst, Kimley-Horn and Associates, Inc. 2018-Present
Responsibilities: Natural communities' assessments, threatened and endangered species
habitat assessments, wetland and stream delineations, GPS, GIS
Please provide concurrence regarding the survey results and biological conclusions as well as any
other possible issues that might emerge with respect to protected species as a result of the proposed
project. Thank you in advance for your timely response and cooperation. Please email
([e-mail]) a copy of your reply to my attention and/or send an original
copy by mail. Please feel free to contact me 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
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IPaC: Explore Location Page 1 of 11
IPaC Information for Planning and Consultation u.s. Fish &Wildlife Service
IPz � rocni irro Iict
� `, i .sour ce iist
LOGIN.GOV SIGN IN MIGRATION
This re ort is a a t m ticall e e lis of. ties and other resourcessuch as critical habitat
p In mi to�ate �ecerr�t5 r u, aLt ills cchiange its,sign-in pro e sso use
(collect iv I referred.to as t.ustresourc s)l un er t e S. Fisand Wld�ir Service' USFWS)
in. ov.At that time, you will rf e an account wi ogin. ov to sign in
jurisdictigpa arare known or expected toPbe on or near the project area reterenc edbelow. The list
may also include trust resources that occur outside of the project area, but that could potentially be
directly oFr r 2H M ragIORies9 tRIArigOtqrg.'thinfArY4fgiciifnftQhe likelihood and
extent oflgf u'i°a\V*�Prr-WfiXSP 8rerWOPgsKi4'celt919N1W9AUiirgo61R ring additional site-
specific(0.5KRa RO es surveys) and project-specific(e.g., magnitude and timing of proposed
activities) information.
Below is a summary of the project information you provided and contact information for the USFWS
office(s)with jurisdiction in the defined project area. Please read the introduction to each section that
follows(Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands)for additional
information applicable to the trust resources addressed in that section. At r
Location \le
Mecklenburg County, North Carolina
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Opm.rnumly Elementai,,
Local office
Asheville Ecological Services Field Office
t. [phone] -
la [phone]
160 Zillicoa Street
Asheville, NC 28801-1082
http://www.fws.gov/nc-es/es/countyfr.html
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IPaC: Explore Location Page 2 of 11
Endangered species
This resource list is for informational purposes only and does not constitute an analysis of project
level impacts.
The primary information used to generate this list is the known or expected range of each species.
Additional areas of influence(AOI)for species are also considered.An AOI includes areas outside of the
species range if the species could be indirectly affected by activities in that area (e.g., placing a dam
upstream of a fish population, even if that fish does not occur at the dam site, may indirectly impact
the species by reducing or eliminating water flow downstream). Because species can move, and site
conditions can change,the species on this list are not guaranteed to be found on or near the project
area. To fully determine any potential effects to species, additional site-specific and project-specific
information is often required.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary
information whether any species which is listed or proposed to be listed may be present in the area of
such proposed action"for any project that is conducted, permitted, funded, or licensed by any Federal
agency.A letter from the local office and a species list which fulfills this requirement can only be
obtained by requesting an official species list from either the Regulatory Review section in IPaC(see
directions below) or from the local field office directly. %k k ''
For project evaluations that require USFWS concurrence/review, please return to the IPaC website and
request an official species list by doing the followin :
I.\
1. Draw the project location and click CONTINUE.
2. Click DEFINE PROJECT.
3. Log in (if directed to do so).
4. Provide a name and description for your project.
5. Click REQUEST SPECIES LIST.
Listed species N.
and their critical habitats are managed by the Ecological Services Program of the U.S. Fish and Wildlife
Service(USFWS) and the fisheries division of the National Oceanic and Atmospheric Administration
(NOAA Fisheries?).
Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list.
Please contact NOAA Fisheries for species under their jurisdiction.
1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows
species that are candidates, or proposed, for listing. See the listing status page for more
information.
2. NOAA Fisheries, also known as the National Marine Fisheries Service(NMFS), is an office of the
National Oceanic and Atmospheric Administration within the Department of Commerce.
The following species are potentially affected by activities in this location:
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IPaC: Explore Location Page 3 of 11
Mammals
NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/9045
Clams
NAME STATUS
Carolina Heelsplitter Lasmigona decorata Endangered
There is final critical habitat for this species.Your location is outside the
critical habitat.
https://ecos.fws.gov/ecp/species/3534
\Ilk\
Flowering Plants oc\CI
NAME STATUS
46,
Michaux's Sumac Rhus michauxii Endan red
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/5217
111011iS
Schweinitz's Sunflower Helianthus schweinitzii Endangered
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/3849
Smooth Coneflower Echinacea laevigata Endangered
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/3473
Critical habitats
Potential effects to critical habitat(s) in this location must be analyzed along with the endangered
species themselves.
THERE ARE NO CRITICAL HABITATS AT THIS LOCATION.
Vigratory birds
Certain birds are protected under the Migratory Bird Treaty Act
and the Bald and Golden Eagle Protection Act?.
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IPaC: Explore Location Page 4 of 11
Any person or organization who plans or conducts activities that may result in impacts to migratory
birds, eagles, and their habitats should follow appropriate regulations and consider implementing
appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
Additional information can be found using the following links:
• Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/
birds-of-conservation-concern.php
• Measures for avoiding and minimizing impacts to birds
http://www.fws.gov/birds/management/project-assessment-tools-and-guidance/
conservation-measures.php
• Nationwide conservation measures for birds
http://www.fws.gov/migratorybirds/pdf/management/nationwidestandardconservationmeasures.pdf
The birds listed below are birds of particular concern either because they occur on the USFWS Birds of
Conservation Concern (BCC) list or warrant special attention in your project location.To learn more
about the levels of concern for birds on your list and how this list is generated, see the FAQ below. This
is not a list of every bird you may find in this location, nor a guarantee that every bird on this list will be
found in your project area.To see exact locations of where birders and the general public have sighted
birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location,
desired date range and a species on your list). For projects that occur off the Atlantic Coast, additional
maps and models detailing the relative occurrence and abundance of bird species on your list are
available. Links to additional information about Atlantic Coast birds, and other important information
about your migratory bird list, including how to properly interpret and use your migratory bird report,
can be found below.
For guidance on when to schedule activities or implement avoidance and minimization measures to
reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at
the top of your list to see when these birds are most likely to be present and breeding in your project
area.
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IPaC: Explore Location Page 5 of 11
NAME BREEDING SEASON (IFA BREEDING
SEASON IS INDICATED FOR A BIRD
ON YOUR LIST,THE BIRD MAY
BREED IN YOUR PROJECT AREA
SOMETIME WITHIN THE
TIMEFRAME SPECIFIED,WHICH IS A
VERY LIBERAL ESTIMATE OF THE
DATES INSIDE WHICH THE BIRD
BREEDS ACROSS ITS ENTIRE
RANGE. "BREEDS ELSEWHERE"
INDICATES THAT THE BIRD DOES
NOT LIKELY BREED IN YOUR
PROJECT AREA.)
Bald Eagle Haliaeetus Ieucocephalus Breeds Sep 1 to Jul 31
This is not a Bird of Conservation Concern(BCC)in this area, but
warrants attention because of the Eagle Act or for potential
susceptibilities in offshore areas from certain types of development or
11101pliki \U
activities.
https://ecos.fws.gov/ecp/species/162641111(1/4
Blue-winged Warbler Vermivora pinus Breeds May 1 to Jun 30
This is a Bird of Conservation Concern(BCC)only in particular Bird id
Conservation Regions(BCRs)in the continental USA
1111
Cerulean Warbler Dendroica cerulea .ti Breeds Apr 28 to Jul 20
This is a Bird of Conservation Concern(BCC)throughout its range in the
continental USA and Alaska.
httos://ecos.fws.gov/ecp/species/2974
Eastern Whip-poor-will Antrostomus vociferus Breeds May 1 to Aug 20
This is a Bird of Conservation Concern(BCC)throughout its range in the
continental USA and Alaska.
ll
Kentucky Warbler Oporornis formosus Breeds Apr 20 to Aug 20
This is a Bird of Conservation Concern(BCC)throughout its range in the
continental USA and Alaska.
Prairie Warbler Dendroica discolor Breeds May 1 to Jul 31
This is a Bird of Conservation Concern(BCC)throughout its range in the
continental USA and Alaska.
Prothonotary Warbler Protonotaria citrea Breeds Apr 1 to Jul 31
This is a Bird of Conservation Concern(BCC)throughout its range in the
continental USA and Alaska.
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IPaC: Explore Location Page 6 of 11
Red-headed Woodpecker Melanerpes erythrocephalus Breeds May 10 to Sep 10
This is a Bird of Conservation Concern(BCC)throughout its range in the
continental USA and Alaska.
Rusty Blackbird Euphagus carolinus Breeds elsewhere
This is a Bird of Conservation Concern(BCC)throughout its range in the
continental USA and Alaska.
Wood Thrush Hylocichla mustelina Breeds May 10 to Aug 31
This is a Bird of Conservation Concern(BCC)throughout its range in the
continental USA and Alaska.
Probability of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area.This information can be used to tailor and schedule your project activities
to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ "Proper
Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this
report. � Nb
Probability of Presence( )
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s)your
project overlaps during a particular week of the year. (A year is represented as 12 4-week months.)A
taller bar indicates a higher probability of species presence. The survey effort(see below) can be used
to establish a level of confidence in the presence score. One can have higher confidence in the
presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated?The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in the week
where the species was detected divided by the total number of survey events for that week. For
example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of
them, the probability of presence of the Spotted Towhee in week 12 is 0.25.
2. To properly present the pattern of presence across the year, the relative probability of presence is
calculated. This is the probability of presence divided by the maximum probability of presence
across all weeks. For example, imagine the probability of presence in week 20 for the Spotted
Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week
of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is
0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive.This is the probability of
presence score.
To see a bar's probability of presence score, simply hover your mouse cursor over the bar.
Breeding Season ( )
Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its
entire range. If there are no yellow bars shown for a bird, it does not breed in your project area.
https://ecos.fws.gov/ipac/location/N4FQW3NE5FH3ZJKFZBK7D5ZZC4/resources 10/9/2020

IPaC: Explore Location Page 7 of 11
Survey Effort(I)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s)your project area overlaps.The number of surveys is
expressed as a range,for example, 33 to 64 surveys.
To see a bar's survey effort range, simply hover your mouse cursor over the bar.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information.The exception to this is areas off the Atlantic coast, where bird returns are based on all
years of available data, since data in these areas is currently much more sparse.
probability of presence breeding season I survey effort —no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Bald Eagle 1+++ ++++ +11+ i I I �•I +++ ++++ + I�I+ 1111 i
1� I I I 1111 1111
Non-BCC Vulnerable T
■ ■ 441i
(This is not a Bird of }
Conservaion Concern
(BCC)in this but
warrants attention
because of the Eagle
Act or for potential
111111101)1°
susceptibilities in \4S
offshore areas from
certain types of
development or0
activities.)
Blue-winged ++++ ++++ I III liii
++++
Warbler ++ ++++ 1111 ++++ ++++ ++++
BCC-BCR(This is a
Bird of Conservation
Concern(BCC)only in
particular Bird fi
Conservation Regions
(BCRs)in the
continental USA)
cerulean Warbler ++++ ++++ ++++ 1++I liii liii III+ +++� ++++ ++++ ++--+ ++++
BCC Rangewide(CON)
(This is a Bird of
Conservation Concern
(BCC)throughout its
range in the
continental USA and
Alaska.)
Eastern Whip-poor- +�+ ++++ ++++ '•,I ��II IIII III+ ++++will
BCC BCC Rangewide(CON)
(This is a Bird of
Conservation Concern
(BCC)throughout its
range in the
continental USA and
Alaska.)
https://ecos.fws.gov/ipac/location/N4FQW3NE5FH3ZJKFZBK7D5ZZC4/resources 10/9/2020

INC: Explore Location Page 8nfll
Kentucky Warbler ff+f ffff fff4 f4 � �4ff ++++ + —�— fff+ ++++ ++—+ ++ff
mznan�wmepow ' ' �� �� Jill I ' '
(This/,a Bird m
Conservation Concern
(ocq throughout its
range mthe
continental USA and
Alaska.)
Prairie Warbler ffff f4ff f444 �� | | �0ff Jill
lill
++++ f��� 4f+� ++++ ++ff
mzna"�w/uexow) ' ' ' ' ' ' ' '--- --- ' ~
(This/,a Bird m
Conservation Concern
(acq throughout its
range mthe
continental USA and
Alaska.)
prothonotary ffff f4ff f444 ++++ f4�4 4f++ ++++ ++ff
Warbler ' ' ' ' ' � ' '
BCC nonomwue(cow)
(This/,"Bird"r
Conservation Concern
(oo)throughout its °
range mthe
continental USA and �w
Alaska.)
Red-headed ���� ��f� ���� � � rf++ ++�� ���l
wnnupecker ~�� �~ �� �—�� — � —� — � — �� ~��
BCC nannewme(cow)
(This/,o Bird uf
Conservation Concern
(aoo throughout its
range mthe
continental USA and �p
Alaska.)
Rusty Blackbird 1f AA 4f++4ff f+f+ ++++ ++++
BCC n""o"wm°(cow) ' ' ' ' ' ' ' 'f444 '
(This/,a Bird or consen�uonoonam ox
(acc)mm"gho"t/�
range mthe n�
continental USA"m�
Alaska.)
Wood Thrush ffff f4ff f444 ���� ���� �� �++� ���� ���+ ++++ ++ff
ooxanxew/ue(cuw) ' ' —��� Jill ��11 lift � ' ���� ���
(This/,v Bird vr
Conservation Concern
(ao)throughout its
range mthe
continental USA and
Alaska.)
Tell me more about conservation measures|can implement to avoid or minimize impacts to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any
location year round. Implementation of these measures is particularly important when birds are most likely to occur in
the project area.When birds may be breeding in the area, identifying the locations of any active nests and avoiding
their destruction is a very helpful impact minimization measure.To see when birds are most likely to occur and be
breeding in your project area,view the Probability of Presence Summary.Additional measures and/or permits may be
advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present
on your project site.
What does IPaC use to generate the migratory birds potentially occurring in my specified location?
|ttpm://ecoo.fwo.go`/ipao/looatimn/N4FMW3NB5F0ZJKFZBK7D5ZZC4/remourcem 10/9/2020

IPaC: Explore Location Page 9 of 11
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern(BCC)and other species that
may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network
(AKN).The AKN data is based on a growing collection of survey, banding,and citizen science datasets and is queried
and filtered to return a list of those birds reported as occurring in the 10km grid cell(s)which your project intersects,
and that have been identified as warranting special attention because they are a BCC species in that area,an eagle
(Eagle Act requirements may apply),or a species that has a particular vulnerability to offshore activities or
development.
Again,the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not
representative of all birds that may occur in your project area.To get a list of all birds potentially present in your
project area, please visit the AKN Phenology Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in
my specified location?
The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian
Knowledge Network(AKN).This data is derived from a growing collection of survey, banding,and citizen science
datasets.
Probability of presence data is continuously being updated as new and better information becomes available.To learn
more about how the probability of presence graphs are produced and how to interpret them,go the Probability of
Presence Summary and then click on the"Tell me about these graphs" link.
How do I know if a bird is breeding,wintering, migrating or present year-round in my project area?
To see what part of a particular bird's range your project area falls within(i.e. breeding,wintering, migrating or year-
round),you may refer to the following resources:The Cornell Lab of Ornithology All About Birds Bird Guide,or(if you
are unsuccessful in locating the bird of interest there),the Cornell Lab of Ornithology Neotropical Birds guide. If a bird
on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area,
there may be nests present at some point within the timeframe specified. If"Breeds elsewhere" is indicated,then the
bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern(BCC)that are of concern throughout their range
anywhere within the USA(including Hawaii,the Pacific Islands, Puerto Rico,and the Virgin Islands);
2. "BCC-BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions(BCRs)in the
continental USA;and
3. "Non-BCC-Vulnerable" birds are not BCC species in your project area, but appear on your list either because of
the Eagle Act requirements(for eagles)or(for non-eagles)potential susceptibilities in offshore areas from certain
types of development or activities(e.g.offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds,efforts should be made, in particular,to avoid
and minimize impacts to the birds on this list,especially eagles and BCC species of rangewide concern. For more
information on conservation measures you can implement to help avoid and minimize migratory bird impacts and
requirements for eagles, please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species and groups of bird
species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal.The Portal also
offers data and information about other taxa besides birds that may be helpful to you in your project review.
https://ecos.fws.gov/ipac/location/N4FQW3NE5FH3ZJKFZBK7D5ZZC4/resources 10/9/2020

IPaC: Explore Location Page 10 of 11
Alternately,you may download the bird model results files underlying the portal maps through the NOAA NCCOS
Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including
migration. Models relying on survey data may not include this information. For additional information on marine bird
tracking data,see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles,you may need to obtain a permit to avoid violating the Eagle
Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area,only a subset of birds of priority concern.
To learn more about how your list is generated,and see options for identifying what other birds may be in your project
area, please see the FAQ"What does IPaC use to generate the migratory birds potentially occurring in my specified
location". Please be aware this report provides the"probability of presence"of birds within the 10 km grid cell(s)that
overlap your project; not your exact project footprint.On the graphs provided, please also look carefully at the survey
effort(indicated by the black vertical bar)and for the existence of the"no data"indicator(a red horizontal bar).A high
survey effort is the key component. If the survey effort is high,then the probability of presence score can be viewed as
more dependable. In contrast,a low survey effort bar or no data bar means a lack of data and,therefore,a lack of
certainty about presence of the species.This list is not perfect; it is simply a starting point for identifying what birds of
concern have the potential to be in your project area,when they might be there,and if they might be breeding(which
means nests might be present).The list helps you know what to look for to confirm presence,and helps guide you in
knowing when to implement conservation measures to avoid or minimize potential impacts from your project
activities,should presence be confirmed.To learn more about conservation measures,visit the FAQ"Tell me about
conservation measures I can implement to avoid or minimize impacts to migratory birds"at the bottom of your
migratory bird trust resources page. -- '
lickb.
c..1
0
Facilities
5.
National Wildlife Refuge lands
Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a
'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to
discuss any questions or concerns.
THERE ARE NO REFUGE LANDS AT THIS LOCATION.
Fish hatcheries
THERE ARE NO FISH HATCHERIES AT THIS LOCATION.
https://ecos.fws.gov/ipac/location/N4FQW3NE5FH3ZJKFZBK7D5ZZC4/resources 10/9/2020

IPaC: Explore Location Page 11 of 11
Wetlands in the National Wetlands Inventory
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of
the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S.Army Corps of Engineers
District.
Please note that the NWI data being shown may be out of date. We are currently working to update our
NWI data set.We recommend you verify these results with a site visit to determine the actual extent of
wetlands on site.
This location overlaps the following wetlands:
RIVERINE
R2UBHx
11\41
R2UBH
A full description for each wetland code can be found at the National Wetlands Inventory website
Data limitations
The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information
on the location,type and size of these resources.The maps are prepared from the analysis of high altitude imagery.
Wetlands are identified based on vegetation,visible hydrology and geography.A margin of error is inherent in the use
of imagery;thus,detailed on-the-ground inspection of any particular site may result in revision of the wetland
boundaries or classification established through image analysis.
The accuracy of image interpretation depends on the quality of the imagery,the experience of the image analysts,the
amount and quality of the collateral data and the amount of ground truth verification work conducted. Metadata
should be consulted to determine the date of the source imagery used and any mapping problems.
Wetlands or other mapped features may have changed since the date of the imagery or field work.There may be
occasional differences in polygon boundaries or classifications between the information depicted on the map and the
actual conditions on site.
Data exclusions
Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery
as the primary data source used to detect wetlands.These habitats include seagrasses or submerged aquatic
vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters.Some
deepwater reef communities(coral or tuberficid worm reefs)have also been excluded from the inventory.These
habitats, because of their depth,go undetected by aerial imagery.
Data precautions
Federal,state,and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a
different manner than that used in this inventory.There is no attempt, in either the design or products of this
inventory,to define the limits of proprietary jurisdiction of any Federal,state,or local government or to establish the
geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities
involving modifications within or adjacent to wetland areas should seek the advice of appropriate federal,state,or
local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such
activities.
https://ecos.fws.gov/ipac/location/N4FQW3NE5FH3ZJKFZBK7D5ZZC4/resources 10/9/2020

it so■ Roy Cooper, Governor
�• NC DEPARTMENT OF Susi Hamilton. Secretary
ERNE. NATURAL AND CULTURAL RESOURCES
X BEN Walter Clark, Director, Land and Water Stewardship
NCNHDE-12989
October 2, 2020
Taylor Kiker
Kimley-Horn
200 South Tryon Street
Charlotte, NC 28202
RE: XCLT D2M
Dear Taylor Kiker:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached 'Documented Occurrences' tables and map.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area, if any, are also included in this report.
If a Federally-listed species is documented within the project area or indicated within a one-mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
httos://www.fws.gov/offices/Di rectory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water
Management Trust Fund easement, or an occurrence of a Federally-listed species is documented
near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
OEPARTHENT OF NATURAL AND CULTURAL RESOURCES'
121 w..iONL STILL I R%LEK;H Ni, 27503 • 165IMAIL SERVICE CENT€P.RALEIGH.WC 276 9
OFC.9xi,707r}1'^.D • FAX [phone]:'?1

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
XCLT D2M
October 2, 2020
NCNHDE-12989
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present; it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area
Managed Area Name Owner Owner Type
Mecklenburg County Open Space - Cordelia Park Mecklenburg County Local Government
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area(RHA),or Federally-listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on October 2,2020;source: NCNHP, Q3 July 2020. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 5

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
XCLT D2M
October 2, 2020
NCNHDE-12989
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name ast Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date Rank
Animal 23899 Waterbird Colony --- 2008-04-16 D 3-Medium --- --- GNR S3
Assemblage
Bird 32418 Nyctanassa violacea Yellow-crowned Night- 2008-04-16 D 2-High --- Significantly G5 S2B
Heron Rare
Moss 23631 Dichelyma capillaceum Hair Claw Moss 1928-06-11 H 3-Medium --- Significantly G5 Sl?
Rare
Peripheral
Vascular Plant 13743 Delphinium exaltatum Tall Larkspur 1800s Hi? 5-Very --- Endangered G3 S2
Low
Vascular Plant 13382 Echinacea laevigata Smooth Coneflower 1900-Pre X 4-Low Endangered Endangered G2G3 S1S2
No Natural Areas are Documented Within a One-mile Radius of the Project Area
Managed Areas Documented Within a One-mile Radius of the Project Area
Manage• A rea lame •wner Owner Type
Mecklenburg County Open Space - Little Sugar Mecklenburg County Local Government
Creek Greenway
Mecklenburg County Open Space - Cordelia Park Mecklenburg County Local Government
Mecklenburg County Open Space - Midwood Park Mecklenburg County Local Government
Mecklenburg County Open Space - Alexander Park Mecklenburg County Local Government
Mecklenburg County Open Space - North Charlotte Mecklenburg County Local Government
Park
Mecklenburg County Open Space - Tryon Hills Park Mecklenburg County Local Government
Mecklenburg County Open Space - Sixteenth Street Mecklenburg County Local Government
Park
Mecklenburg County Open Space - Clemson Mecklenburg County Local Government
Avenue Park
Mecklenburg County Open Space - Progress Park Mecklenburg County Local Government
Page 3 of 5

Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Name Owne
Mecklenburg County Open Space - Charles Avenue Mecklenburg County Local Government
Park
Mecklenburg County Open Space - Little Peoples Mecklenburg County Local Government
Park
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.ora/helo. Data query generated on October 2,2020;source: NCNHP, Q3 July 2020. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 4 of 5

NCNHDE-12989: XCLT D2M
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Figure 2
USGS Topographic Map (Charlotte E)
Kimley }>Horn Cross Charlotte Trail - Davidson to Matheson
City of Charlotte
Mecklenburg County, NC

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Figure 3
Potential Species Habitat
Kimley>>Horn Cross Charlotte Trail - Davidson to Matheson
City of Charlotte
Mecklenburg County, NC

Photo Pa.e 1
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Photo 2-Abandoned railroad right-of-way
Title Photo Pages
Prepared By
Project Cross Charlotte Trail—Davidson to Matheson
Charlotte,Mecklenburg County,North Carolina
Date Project Number Kimley>>Harn
10/9/20 015016236

Photo Pa se 2
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Photo 4—Abandoned railroad right-of-way
Title Photo Pages
Project Cross Charlotte Trail—Davidson to Matheson _
Prepared By
Charlotte,Mecklenburg County,North Carolina
Date Project Number ICimley>>Harn
10/9/20 015016236

Photo Pa e 3
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Photo 5-Road right-of-way and concrete sidewalk
Title Photo Pages
Project Cross Charlotte Trail Davidson to Matheson
Prepared By
Charlotte,Mecklenburg County,North Carolina
Date Project Number Kimley>>Horn
10/9/20 015016236

Kimley>>>Horn
November 16, 2020
Ms. Renee Gledhill-Earley
Environmental Review Coordinator
North Carolina State Historic Preservation Office
4617 Mail Service Center
Raleigh, North Carolina 27699-4617
Re: Cross Charlotte Trail—Davidson Road to Matheson Road
Charlotte, Mecklenburg County, North Carolina
Dear Ms. Gledhill-Earley,
Kimley-Horn is writing this letter on behalf of our client, City of Charlotte,to request a review and comment on any
possible issues that might emerge with respect to cultural resource issues associated with the proposed project in
Charlotte, North Carolina.
The proposed project site is situated between E 24th Street and Jordan Place(Figures 1-3).The proposed project
seeks to construct a multi-use trail (greenway).
We request that you review the site based on the attached information to determine the presence of any
archeological, cultural, or historic resources. If a response has not been received within 30 days we will assume
that you have reviewed the project area and that there are no issues to address at the present time.
Thank you in advance for your timely response and cooperation. Please email ([e-mail])
a copy of your reply and/or send an original copy by mail. If you have any questions regarding this request, please
feel free to contact me at(980)296-0810.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
atteiNor"'
Taylor Kiker
Environmental Scientist
kimley-horn.com 200 South Tryon Street, Suite 200, Charlotte, NC 28203 704 333 5131

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Figure 1
Legend Vicinity Map
Kimley>>>Horn Cross Charlotte Trail - Davidson to Matheson
n Limits of Disturbance City of Charlotte
Mecklenburg County, NC

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Figure 2
USGS Topographic Map (Charlotte E)
Kimfey>>)Horn Cross Charlotte Trail - Davidson to Matheson
City of Charlotte
Mecklenburg County, NC

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Figure 3
Aerial Map
Kimley>>)Horn Cross Charlotte Trail - Davidson to Matheson
City of Charlotte
Mecklenburg County, NC

COMPENSATORY MITIGATION

chhrarrioneB7Erkfe .
5 STORM ORM 600 E. Fourth Street
2 WATER
yr, Ii.5' Services
Charlotte, NC 28202
Fax [phone]
October 12,2020
Mr. Joe Frey(C/O: Taylor Kiker,Kimley Horn)
City of Charlotte
600 East Fourth Street
Charlotte,NC 28202
Subject Project: Cross-Charlotte Trail:North Davidson St to Matheson Ave
HUC#: 03050103 (Lower Catawba)
The purpose of this letter is to notify you that the City of Charlotte Umbrella Stream and Wetland Mitigation Bank
("Umbrella Bank")is willing to accept payment for stream impacts associated with the subject project. Please note that the
decision by the Umbrella Bank to accept the mitigation requirements of this project does not assure that this payment will be
approved by the U.S. Army Corps of Engineers or the North Carolina Division of Water Quality 401/Wetlands Unit. It is the
responsibility of the applicant to contact these agencies to determine if payment to the Umbrella Bank for impacts associated
with this project is appropriate.
This acceptance is valid for six(6)months from the date of this letter. The following documents must be submitted to the
Umbrella Bank within this time frame for this acceptance to remain valid:
1. 404 Permit Verification
2. 401 Water Quality Certification
3. Executed Departmental Transfer Invoice(DTI)between Engineering Services and Storm Water Services
detailing the use of and payment for the credits described in the table below.
Based on the information supplied by your office,the stream and wetland credits that are necessary to satisfy the
compensatory mitigation requirements for this project are detailed in the table below. The total mitigation credits available
for this project are also indicated in this table.
Stream Wetlands
(linear feet) (acres)
Credits Requested for This Project 22 0.0
Credits Available for This Project 22 0.0
Mitigation Project Name(s) Edwards Branch Ph IV
The stream and wetland mitigation will be provided as specified in the Section 404 Permit or corresponding 401 Water
Quality Certification for impacts associated with the subject project in Hydrologic Unit 03050103 of the Catawba River
Basin. The mitigation will be performed in accordance with the Agreement to Establish the City of Charlotte Umbrella
Stream and Wetland Mitigation Bank in Mecklenburg County,North Carolina,dated June, 16, 2004.
If you have any questions or need additional information,please contact me at(704) 562-2691 or
[e-mail].
Sincerely,
Charlotte Storm Water Services
Erin Shanaberger,PWS
Mitigation Bank Administrator
cc: File
To report pollution or drainage problems, call: 311
http://stormwater.charmeck.org

NC SAM FIELD ASSESSMENT FORM
Accompanies User Manual Version 2.1
USACE AID#: SAW-2020-00836 NCDWR#:
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic
quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same
property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User
Manual for detailed descriptions and explanations of requested information. Record in the"Notes/Sketch"section if any supplementary
measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA(do not need to be within the assessment area).
PROJECT/SITE INFORMATION:
1.Project name(if any): Cross Charlotte Trail-Davidson to Matheson 2.Date of evaluation: 08/02/2017
3.Applicant/owner name: NorthPoint Development,LLC 4.Assessor name/organization: Addie Lasitter/Kimley Horn
5.County: Mecklenburg 6.Nearest named water body
7.River Basin: Catawba on USGS 7.5-minute quad: Little Sugar Creek
8.Site coordinates(decimal degrees,at lower end of assessment reach): 35.263409,-81.116850
STREAM INFORMATION:(depth and width can be approximations)
9.Site number(show on attached map): S2 10.Length of assessment reach evaluated(feet): -25 If
11.Channel depth from bed(in riffle,if present)to top of bank(feet): 3 [Unable to assess channel depth.
12.Channel width at top of bank(feet): 10 13.Is assessment reach a swamp stream? r Yes r No
14.Feature type: IT Perennial flow C Intermittent flow r Tidal Marsh Stream
STREAM RATING INFORMATION:
15.NC SAM Zone: r Mountains(M) G Piedmont(P) C Inner Coastal Plain(I) C Outer Coastal Plain(0)
16.Estimated geomorphic I
valley shape(skip for C a -�- G b
Tidal Marsh Stream): (more sinuous stream,flatter valley slope) (less sinuous stream,steeper valley slope)
17.Watershed size:(skip C Size 1(<0.1 mi2) G Size 2 (0.1 to<0.5 mi2) C Size 3(0.5 to<5 mi2) C Size 4(>_5 mi2)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18.Were regulatory considerations evaluated? G Yes r No If Yes,check all that appy to the assessment area.
r Section 10 water r Classified Trout Waters F Water Supply Watershed ( r I C II C III a IV C V)
I- Essential Fish Habitat E Primary Nursery Area E High Quality Waters/Outstanding Resource Waters
I- Publicly owned property I- NCDWR riparian buffer rule in effect I- Nutrient Sensitive Waters
Anadromous fish r 303(d)List r CAMA Area of Environmental Concern(AEC)
I- Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
I- Designated Critical Habitat(list species):
19.Are additional stream information/supplementary measurements included in"Notes/Sketch"section or attached? r Yes G No
1. Channel Water-assessment reach metric(skip for Size 1 streams and Tidal Marsh Streams)
G A Water throughout assessment reach.
C B No flow,water in pools only.
✓ C No water in assessment reach.
2. Evidence of Flow Restriction-assessment reach metric
C A At least 10%of assessment reach in-stream habitat or riffle-pool sequence is adversely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within
the assessment reach(examples:undersized or perched culverts,causeways that constrict the channel,tidal gates).
• B NotA
3. Feature Pattern-assessment reach metric
G A A majority of the assessment reach has altered pattern(examples:straightening,modification above or below culvert).
C B Not A.
4. Feature Longitudinal Profile-assessment reach metric
G A Majority of assessment reach has a substantially altered stream profile(examples:channel down-cutting,existing damming,
over widening,active aggradation,dredging,and excavation where appropriate channel profile has not reformed from any of
these disturbances).
(' B NotA
5. Signs of Active Instability-assessment reach metric
Consider only current instability,not past events from which the stream has currently recovered. Examples of instability include
active bank failure,active channel down-cutting(head-cut),active widening,and artificial hardening(such as concrete,gabion,rip-rap).
C A <10%of channel unstable
• B 10 to 25%of channel unstable
✓ C >25%of channel unstable
6. Streamside Area Interaction-streamside area metric
Consider for the Left Bank(LB)and the Right Bank(RB).
LB RB
C A C A Little or no evidence of conditions that adversely affect reference interaction
G B (TB Moderate evidence of conditions(examples:berms,levees,down-cutting,aggradation,dredging)that adversely affect
reference interaction(examples:limited streamside area access,disruption of flood flows through streamside area,
leaky or intermittent bulkheads,causeways with floodplain constriction,minor ditching[including mosquito ditching])
✓ C r C Extensive evidence of conditions that adversely affect reference interaction(little to no floodplain/intertidal zone access
[examples:causeways with floodplain and channel constriction,bulkheads,retaining walls,fill,stream incision,
disruption of flood flows through streamside area]or too much floodplain/intertidal zone access[examples:
impoundments,intensive mosquito ditching])or floodplain/intertidal zone unnaturally absent or assessment reach is a

man-made feature on an interstream divide
7. Water Quality Stressors—assessment reach/intertidal zone metric
Check all that apply.
I—A Discolored water in stream or intertidal zone(milky white,blue,unnatural water discoloration,oil sheen,stream foam)
▪ B Excessive sedimentation(burying of stream features or intertidal zone)
Pc Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
▪D Odor(not including natural sulfide odors)
▪E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in the"Notes/Sketch"
section.
▪F Livestock with access to stream or intertidal zone
G Excessive algae in stream or intertidal zone
▪H Degraded marsh vegetation in the intertidal zone(removal,burning,regular mowing,destruction,etc.)
F I Other: (explain in"Notes/Sketch"section)
Little to no stressors
8. Recent Weather—watershed metric
For Siztt 1 or 2 streams,D1 drought or higher is considered a drought;for Size 3 or 4 streams,D2 drought or higher is considered a
drought.
r A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours
r B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
C No drought conditions
9 Large Or Dangerous Stream—assessment reach metric
r Yes G No Is stream is too large or dangerous to assess? If Yes,skip to Metric 13(Streamside Area Ground Surface Condition).
10. Natural In-stream Habitat Types—assessment reach metric
10a.¢ Yes G No Degraded in-stream habitat over majority of the assessment reach(examples of stressors include excessive
sedimentation,mining,excavation,in-stream hardening[for example,rip-rap],recent dredging,and snagging)
(evaluate for size 4 Coastal Plain streams only,then skip to Metric 12)
10b. Check all that occur(occurs if>5%coverage of assessment reach)(skip for Size 4 Coastal Plain streams)
A Multiple aquatic macrophytes and aquatic mosses m w r F 5%oysters or other natural hard bottoms
(include liverworts,lichens,and algal mats) d r G Submerged aquatic vegetation
B Multiple sticks and/or leaf packs and/or emergent w P H Low-tide refugia(pools)
vegetation c o P I Sand bottom
P C Multiple snags and logs(including lap trees) .( B Il J 5%vertical bank along the marsh
D 5%undercut banks and/or root mats and/or roots V 2 P K Little or no habitat
in banks extend to the normal wetted perimeter
E Little or no habitat
****"****************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS*************************"""
11. Bedform and Substrate—assessment reach metric(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11 a.C' Yes G No Is assessment reach in a natural sand-bed stream?(skip for Coastal Plain streams)
11 b. Bedform evaluated. Check the appropriate box(es).
FA Riffle-run section(evaluate 11c)
B Pool-glide section(evaluate 11d)
F C Natural bedform absent(skip to Metric 12,Aquatic Life)
11c. In riffles sections,check all that occur below the normal wetted perimeter of the assessment reach—whether or not submerged.
Check at least one box in each row(skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present(NP)_
absent,Rare(R)=present but<_10%,Common(C)_>10-40%,Abundant(A)=>40-70%,Predominant(P)=>70%. Cumulative
percentages should not exceed 100%for each assessment reach.
NP R C A P
✓ r r r r Bedrock/saprolite
✓ r r r r Boulder(256—4096 mm)
✓ r r r r Cobble(64—256 mm)
✓ r r r r Gravel(2—64 mm)
✓ r r r r Sand(.062-2 mm)
✓ r r r r Silt/clay(<0.062 mm)
✓ r r r r Detritus
✓ r r r r Artificial(rip-rap,concrete,etc.)
11d.r Yes r No Are pools filled with sediment?(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12. Aquatic Life—assessment reach metric(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12a.6' Yes r No Was an in-stream aquatic life assessment performed as described in the User Manual?
If No,select one of the following reasons and skip to Metric 13. r No Water r Other:
12b.r Yes G No Are aquatic organisms present in the assessment reach(look in riffles,pools,then snags)? If Yes,check
all that apply. If No,skip to Metric 13.
1 >1 Numbers over columns refer to"individuals"for size 1 and 2 streams and"taxa"for size 3 and 4 streams.
▪ P Adult frogs
• P Aquatic reptiles
I— I—Aquatic macrophytes and aquatic mosses(include liverworts,lichens,and algal mats)
• P Beetles(including water pennies)
I P Caddisfly larvae(Trichoptera[T])
I— 1—Asian clam(Corbicula)
I P Crustacean(isopod/amphipod/crayfish/shrimp)
I— I— Damselfly and dragonfly larvae
▪ P Dipterans(true flies)

I- I-Mayfly larvae(Ephemeroptera[E])
F fl M• egaloptera(alderfly,fishfly,dobsonfly larvae)
E Midges/mosquito larvae
M• osquito fish(Gambusia)or mud minnows(Umbra pygmaea)
M• ussels/Clams(not Corbicula)
O• ther fish
F I-S• alamanders/tadpoles
I- I-Snails
E S• tonefly larvae(Plecoptera[P])
I L Tipulid larvae
r Worms/leeches
13. Streamside Area Ground Surface Condition—streamside area metric(skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank(LB)and the Right Bank(RB). Consider storage capacity with regard to both overbank flow and
upland runoff.
LB RB
f A C A Little or no alteration to water storage capacity over a majority of the streamside area
C B C B Moderate alteration to water storage capacity over a majority of the streamside area
O C C C Severe alteration to water storage capacity over a majority of the streamside area(examples include: ditches,fill,
soil,compaction,livestock disturbance,buildings,man-made levees,drainage pipes)
14. Streamside Area Water Storage—streamside area metric(skip for Size 1 streams,Tidal Marsh Streams,and B valley types)
Consider for the Left Bank(LB)and the Right Bank(RB)of the streamside area.
LB RB
f A C A Majority of streamside area with depressions able to pond water 5 6 inches deep
C B C B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
C C C C Majority of streamside area with depressions able to pond water<3 inches deep
15. Wetland Presence—streamside area metric(skip for Tidal Marsh Streams)
Consider for the Left Bank(LB)and the Right Bank(RB). Do not consider wetlands outside of the streamside area or within the
normal wetted perimeter of assessment reach.
LB RB
f Y C Y Are wetlands present in the streamside area?
G N r N
16. Baseflow Contributors—assessment reach metric(skip for size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
F A Streams and/or springs(jurisdictional discharges)
• B Ponds(include wet detention basins;do not include sediment basins or dry detention basins)
C Obstruction that passes some flow during low-flow periods within assessment area(beaver dam,bottom-release dam)
E D Evidence of bank seepage or sweating(iron oxidizing bacteria in water indicates seepage)
I+ E Stream bed or bank soil reduced(dig through deposited sediment if present)
F None of the above
17. Baseflow Detractors—assessment area metric(skip for Tidal Marsh Streams)
Check all that apply.
I A Evidence of substantial water withdrawals from the assessment reach(includes areas excavated for pump installation)
B Obstruction not passing flow during low flow periods affecting the assessment reach(ex: watertight dam,sediment deposit)
▪ C Urban stream(>_24%impervious surface for watershed)
V D Evidence that the stream-side area has been modified resulting in accelerated drainage into the assessment reach
E Assessment reach relocated to valley edge
I F None of the above
18. Shading—assessment reach metric(skip for Tidal Marsh Streams)
Consider aspect. Consider"leaf-on"condition.
G A Stream shading is appropriate for stream category(may include gaps associated with natural processes)
f B Degraded(example:scattered trees)
C C Stream shading is gone or largely absent
19. Buffer Width—streamside area metric(skip for Tidal Marsh Streams)
Consider"vegetated buffer"and"wooded buffer"separately for left bank(LB)and right bank(RB)starting at the top
of bank out to the first break.
Vegetated Wooded
LB RB LB RB
f A C A f A C A >_100-feet wide or extends to the edge of the watershed
f B C B f B C B From 50 to<100-feet wide
C C C C C C C C From 30 to<50-feet wide
G D r D f D C D From 10 to<30-feet wide
f E C E G E r E <10-feet wide or no trees
20. Buffer Structure—streamside area metric(skip for Tidal Marsh Streams)
Consider for left bank(LB)and right bank(RB)for Metric 19("Vegetated"Buffer Width).
LB RB
(' A f A Mature forest
B f B Non-mature woody vegetation or modified vegetation structure
• C G C Herbaceous vegetation with or without a strip of trees<10 feet wide
D f D Maintained shrubs
r E f E Little or no vegetation
21. Buffer Stressors—streamside area metric(skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank(LB)and right bank(RB). Indicate if listed stressor abuts stream(Abuts),does not abut but
is within 30 feet of stream(<30 feet),or is between 30 to 50 feet of stream(30-50 feet).

If none of the following stressors occurs on either bank,check here and skip to Metric 22:
Abuts <30 feet 30-50 feet
LB RB LB RB LB RB
CA CA CA CA CA CA Row crops
✓ B r B r B r B r B r B Maintained turf
✓ C r C r C r C r C r C Pasture(no livestock)/commercial horticulture
✓ D r D r D r D r D co Pasture(active livestock use)
22. Stem Density—streamside area metric(skip for Tidal Marsh Streams)
Consider for left bank(LB)and right bank(RB)for Metric 19("Wooded"Buffer Width).
LB RB
A ' A Medium to high stem density
• B B Low stem density
✓ C r C No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer—streamside area metric(skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream(parallel). Breaks are areas lacking vegetation>10-feet wide.
LB RB
✓ A r A The total length of buffer breaks is<25 percent.
✓ B r B The total length of buffer breaks is between 25 and 50 percent.
G C G C The total length of buffer breaks is>50 percent.
24. Vegetative Composition—First 100 feet of streamside area metric(skip for Tidal Marsh Streams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed(whichever comes first)as it contributes
to assessment reach habitat.
LB RB
✓ A r A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native
species,with non-native invasive species absent or sparse.
✓ B r B Vegetation indicates disturbance in terms of species diversity or proportions,but is still largely composed of native
species. This may include communities of weedy native species that develop after clear-cutting or clearing or
communities with non-native invasive species present,but not dominant,over a large portion of the expected strata or
communities missing understory but retaining canopy trees.
G C G C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non-characteristic species or communities inappropriately composed of a single species or no vegetation.
25. Conductivity—assessment reach metric(skip for all Coastal Plain streams)
25a.r Yes a No Was a conductivity measurement recorded?
If No,select one of the following reasons. r No Water r Other:
25b. Check the box corresponding to the conductivity measurement(units of microsiemens per centimeter).
r A <46 r B 46 to<67 r C 67 to<79 r D 79 to<230 r E >_ 230
Notes/Sketch:

NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Cross Charlotte Trail-Davidson to Matheson Date of Evaluation 08/02/2017
Stream Category Pb2 Assessor Name/Organization Addie Lasitter/Kimley Horr
Notes of Field Assessment Form(Y/N) NO
Presence of regulatory considerations(Y/N) YES
Additional stream information/supplementary measurements included(Y/N) NO
NC SAM feature type(perennial,intermittent,Tidal Marsh Stream) Perennial
USACE/ NCDWR
Function Class Rating Summary All Streams Intermittent
(1)Hydrology LOW
(2)Baseflow MEDIUM
(2)Flood Flow LOW
(3)Streamside Area Attenuation LOW
(4)Floodplain Access MEDIUM
(4)Wooded Riparian Buffer LOW
(4)Microtopography NA
(3)Stream Stability LOW
(4)Channel Stability MEDIUM
(4)Sediment Transport LOW
(4)Stream Geomorphology LOW
(2)Stream/Intertidal Zone Interaction NA
(2)Longitudinal Tidal Flow NA
(2)Tidal Marsh Stream Stability NA
(3)Tidal Marsh Channel Stability NA
(3)Tidal Marsh Stream Geomorphology NA
(1)Water Quality HIGH
(2)Baseflow MEDIUM
(2)Streamside Area Vegetation MEDIUM
(3)Upland Pollutant Filtration LOW
(3)Thermoregulation HIGH
(2)Indicators of Stressors NO
(2)Aquatic Life Tolerance HIGH
(2)Intertidal Zone Filtration NA
(1)Habitat LOW
(2)In-stream Habitat LOW
(3)Baseflow MEDIUM
(3)Substrate LOW
(3)Stream Stability MEDIUM
(3)In-stream Habitat LOW
(2)Stream-side Habitat LOW
(3)Stream-side Habitat LOW
(3)Thermoregulation MEDIUM
(2)Tidal Marsh In-stream Habitat NA
(3)Flow Restriction NA
(3)Tidal Marsh Stream Stability NA
(4)Tidal Marsh Channel Stability NA
(4)Tidal Marsh Stream Geomorphology NA
(3)Tidal Marsh In-stream Habitat NA
(2)Intertidal Zone Habitat NA
Overall LOW