20181386 Ver 1_SugarCrRd_PCN_NWP14_20181010

Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW-
Prepare file folder �
Begin Date (Date Received):
Assign Action ID Number in ORM �
1. Project Name [PCN Form A2a]: Sugar Creek Road Improvement Project
2. Work Type: ❑Private ❑Institutional ❑✓ Government ❑ Commercial
3. Project Description / Purpose [PCN Form B3d and B3e]:
The Sugar Creek Road Improvement Project proposes to provide improved pedestrian and bicycle connectivity along Sugar Creek
Road in support of the LYNX Blue Line Sugar Creek Station and the NCDOT Bridge Project. Bike lanes, sidewalk, and street trees are
proposed along Sugar Creek Road. The project aims to promote economic development by providing infrastructure to support and
encourage transit-supportive development near the Sugar Creek Street Station. Secondarily, the project proposes to replace a historic
pipe on Little Sugar Creek beneath the Sugar Creek Road crossing. Pipe replacement will ensure long-term public safety and reduce
4. Property Owner / Applicant [PCN Form A3 or A4]: City of Charlotte; POC: Sharon Buchanan
5. Agent / Consultant [PNC Form AS — or ORM Consultant ID Number]:
Carolina Wetland Services, Inc / Sean Martin
6. Related Action ID Number(s) [PCN Form BSb]:
7. Project Location — Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
Sugar Creek Road between Tryon St. and the Plaza, Charlotte NC
8. Project Location — Tax Parcel ID[PCN Form Bla]: NCDOT ROW; Linear road improvement
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]: Catawba / 03050103
Authorization: Section 10 ❑
Regulatory Action Type:
Section 404 ❑✓
❑ Standard Permit
✓ Nationwide Permit #
Regional General Permit #
Jurisdictional Determination Request
Section 10 and 404 �
❑ Pre-Application Request
❑ Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20150602

C �Koi,m�:a Wr•.'ri.aN� Srttvicrs, I�c.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fas)
October 5, 2018
Ms. Crystal Amschler
U.S. Army Corps of Engineers
Charlotte Satellite Office
Subject: Pre-Construction Notification Pursuant to Nationwide Permit No. 14
Sugar Creek Road Improvement
Charlotte, North Carolina
CWS Project No. 2018-0307
Dear Ms. Amschler,
On behalf of the permittee, the City of Charlotte - Engineering and Property Management, please find
enclosed a Pre-Construction Notification (PCN) application for the Sugar Creek Road Improvement
Project, pursuant to a Nationwide Permit No. 14. The project area is approximately 9.9 acres in extent
and encompasses Sugar Creek Road between Tryon St. and Greensboro St. in Charlotte, North Carolina.
The purpose of this project is to improve Sugar Creek Road through culvert, grading, paving, drainage,
concrete curb and gutter, sidewalk, erosion control, traffic control, and pavement marking improvements.
Calyx Engineers has subcontracted Carolina Wetland Services, Inc. to provide Section 404/401
permitting services on behalf of The City of Charlotte - Engineering and Property Management for this
project. An executed Agent Authorization Form is included. CWS is submitting a check for $570.00 to
cover the cost of the application fee for the NCDEQ — DWR PCN submittal.
Please do not hesitate to contact Sean Martin at 828-719-1320 or [e-mail] should you have
any questions or comments regarding this project.
Sincerely,
i� �1�, �^'J� �l
Sean Martin
Senior Scientist
Cc:
Alan Johnson — NCDEQ DWR
Michael Dozzi, P.E. — Calyx Engineers
Sharon Buchanan — City of Charlotte; Engineering and Property Management
Attachments
A: Agent Authorization Form
B: Figures
C: Construction Plans with Impacts
D: Culvert Replacement and Streambank Stabilization Details
E: NCNHP Response Letter
F: NCSHPO Response Letter and SHPO Map
G: Data Forms
H: Photo Pages
NORTH CAROLINA • SOUTH CAROLINA
WWW.CWS-INC.NET

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps: 0 Section 404 Permit ❑ Section 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
1 d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required? 401 Certification:
❑ Yes � No ❑ Yes 0 No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu ❑ Yes 0 No
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes 0 No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Sugar Creek Road Improvement Project
2b. County: Mecklenburg
2c. Nearest municipality / town: Charlotte
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. NCDOT Right-of-Way
3c. Responsible Party (for LLC if Kenneth Hill, Division Agent (Division 10 Right of Way Office)
applicable):
3d. Street address: 206 Charter Street
3e. City, state, zip: Albemarle, NC 28001
3f. Telephone no.: [phone]
3g. Fax no.: N/A
3h. Email address: [e-mail]
Page 1 of 12
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑x Other
4b. Name: Sharon Buchanan
4c. Business name City of Charlotte, C/O Engineering and Property Management
(if applicable):
4d. Street address: 600 East Fourth Street
4e. City, state, zip: Charlotte, NC 28202
4f. Telephone no.: [phone]
4g. Fax no.: [phone]
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Sean Martin
5b. Business name Carolina Wetland Services, Inc.
(if applicable):
5c. Street address: 550 E. Westinghouse Blvd.
5d. City, state, zip: Charlotte, NC 28273
5e. Telephone no.: [phone]
5f. Fax no.: N/A
5g. Email address: [e-mail]
Page 2 of 12
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): Existing NCDOT ROW. Additionally, city staff and the North
Carolina Department of Transportation are beginning the real
estate phase and will likely be acquiring at least four affected
properties within the project limits: 0910549, 09108106,
09108123, 09105115.
1 b. Site coordinates (in decimal degrees): Latitude: 35.256901 ° Longitude: -80.794434°
1 c. Property size: Project Limits: 9.9 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Little Sugar Creek
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: 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 limits consist of 1,265 linear feet of roadway and rights-of-way along Sugar Creek Road. The project area is
composed of high-density urban development including transportation, commercial, and industrial land-uses. The area of
potential effect (APE) is a single stream crossing on Little Sugar Creek. Little Sugar Creek is a named perennial stream.
An existing 124 linear foot dual 12' x 8' elliptical corrugated metal arch pipe (CMAP) conveys stream flow at the road
crossing. The existing CMAP is estimated by the project engineers to be more than 40-years in age. Mapped FEMA
floodway and 100-year floodplain exist within the APE.
3b. List the total estimated acreage of all existing wetlands on the property: 0 ac.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
290 linear feet of perennial stream within the project limits
3d. Explain the purpose of the proposed project:
The Sugar Creek Road Improvement Project proposes to provide improved pedestrian and bicycle connectivity along
Sugar Creek Road in support of the LYNX Blue Line Sugar Creek Station and the NCDOT Bridge Project. Bike lanes,
sidewalk, and street trees are proposed along Sugar Creek Road. The project aims to promote economic development
by providing infrastructure to support and encourage transit-supportive development near the Sugar Creek Street Station.
Secondarily, the project proposes to replace a historic pipe on Little Sugar Creek beneath the Sugar Creek Road
crossing. Pipe replacement will ensure long-term public safety and reduce flood risks to downstream areas.
Page 3 of 12
PCN Form — Version 1.4 January 2009

3e. Describe the overall project in detail, including the type of equipment to be used:
The Sugar Creek Road Improvement Project will result in unavoidable impacts to waters of the U.S. Impacts to Little
Sugar Creek will occur because of removing the existing corrugated metal pipe and replacing it with a reinforced concrete
box culvert (Attachment C— Sheet 5 of 9). Temporary stream impacts will result during flow diversion, so work can be
completed in the dry. Additional temporary stream impacts will occur during the pipe removal process. Permanent
stream impacts will result with installation of the new reinforced concrete box culvert. Additional permanent stream
impacts will result from channel improvements to be completed at the inlet and outlet ends of the new box culvert.
Permanent impacts will result in a loss of waters only with the new box culvert additional length. No loss of waters for the
in-kind pipe replacement, as well as, the stream channel improvements.
This proposed pipe replacement is necessary to support widening of Sugar Creek Road and to improve storm water flow
and reduce the risk of flooding during storm events within the North Davidson neighborhood of Charlotte. Replacement
of the existing corrugated metal arch pipe will also support public safety, as the existing pipe is over 40-years in age.
To replace the existing corrugated metal pipes, currently supporting the Sugar Creek Road crossing over Little Sugar
Creek, a pump around system, or a similar flow diversion technique, will be utilized to ensure work is performed in the
dry. A total of 20-linear feet of temporary stream impacts will result from the flow diversion measures (S1). Once stream
flow is diverted around the area of work, the existing corrugated metal arch pipes will be removed, resulting in 124-linear
feet of temporary stream impacts (S2). Once the pipes are removed from the stream channel, excavation within the
channel will be completed in preparation for the installation of the new 138-linear foot double 13' x 9', concrete box
culvert. Excavation of the channel will ensure the new box culvert is installed below stream bed elevation (counter-
sinking), and excavated materials will be set aside and used to line the low flow culvert barrel. Riprap may be used to
supplement the native material to line the high flow barrel. If riprap is used to line the high flow culvert barrel, native
material will be placed on top to fill voids. Concrete sills on the interior of the box culvert will be used to key in material
used to line the culvert barrels. Pipe replacement will result in a 14-linear foot loss of jurisdictional waters (S3).
Construction of two floodplain benches will be completed on the inlet and outlet ends of the high flow barrel to match the
top sill elevation within the high flow barrel, 2' above the bottom of culvert, and create a stream channel improvement.
The floodplain benches will act to stabilize the channel and deflect normal flows to the low-flow barrel and the natural
stream channel (Attachment D— Culvert Design plan sheet). The floodplain benches will be constructed within the culvert
headwall footprint. Class 1 riprap will be used to stabilize the 2:1 slope above the bench tied to the stream channel
banks. Riprap will also be used to stabilize the inner berm along the toe of the bench. Filter fabric will be used in the
stabilization. The placement of riprap is necessary to prevent erosional forces from undermining the stream banks and
culvert inlet and outlet, as well as maintain the integrity of the road crossing. Additionally, riprap currently keyed-in to the
bank has deteriorated resulting in incision of the streambed and bank erosion (Attachment H, Photographs 5 and 6). Coir
fiber matting will be used to stabilize the top of the bench. Permanent stream impacts will occur because of the stream
channel improvements, but no permanent loss of waters will occur. Stream impacts S4 and S5 account for these
permanent stream impacts, 60-linear feet and 50-linear feet, respectively.
Once the culvert replacement and in-channel stream improvements are complete, temporary fills will be removed from
the channel and the work area will be stabilized. Temporary erosion control seed mix, coir matting, and/or straw will be
used in site stabilization.
Typical construction equipment such as track hoe, dump truck, and skid steer will be used in completing the pipe
replacement.
Page 4 of 12
PCN Form — Version 1.4 January 2009

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by ❑ Yes 0 No ❑ Unknown
the Corps or State been requested or obtained for this
property / project (including all prior phases) in the
past?
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: CWS
Name (if known):
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or ❑ Yes 0 No ❑ Unknown
obtained for this project (including all prior phases) in
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? 0 Yes ❑ No
6b. If yes, explain.
The Sugar Creek Road Improvements project is composed of two phases. Phase 1 covers improvements to Sugar Creek Road
between Tryon Street and Greensboro St. Phase 2 plans to conduct improvements to Sugar Creek Road between The Plaza
and Northmore Street. No waters of the U.S. were delineated within the Phase 2 project section.
Page 5 of 12
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands 0 Streams—tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f. Area
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction of
number Corps (404,10) or impact
Permanent (P) or DWQ (401, other) (acres)
Temporary T
W1 _
W2 _
W3 _
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. 39�
Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact
number intermittent (INT)? jurisdiction stream length
Permanent (P) or width (linear
Temporary (T) (feet) feet)
S1 T Fill - dewatering Little Sugar Creek PER Corps 10 20
S2 T Excavation — pipe Little Sugar Creek PER Corps 10 124
removal
S3 P Fill — new culvert Little Sugar Creek PER Corps 10 14
S4 P Fill — stream Little Sugar Creek PER Corps 10 60
improvements
S5 P Fill — stream Little Sugar Creek PER Corps 10 SO
improvements
3h. Total stream and tributary impacts 268 If
3i. Comments:
Summary of impacts:
Permanent Impacts (no loss of waters): 110 If (50 If and 60 If for stream channel improvements)
Permanent Impacts (loss of waters): 14 If (138 If new culvert - 124 If existing pipe)
Temporary impacts: 144 If (124 If for pipe removal and 20 If for dewatering)
TOTAL: 268 If
Page 6 of 12
PCN Form — Version 1.4 January 2009

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 Area of impact (acres)
Permanent (P) or type
Temporary (T)
01 - Choose One Choose
02 - Choose One Choose
03 - Choose One Choose
04 _ Choose One Choose
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.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose One
P2 Choose One
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 an impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin? ❑ Neuse ❑ Tar-Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number- mitigation impact impact
Permanent (P) or required? (square (square
Temporar T) feet feet
B1 - Yes/No
B2 _ Yes/No
B3 _ Yes/No
B4 _ Yes/No
B5 - Yes/No
B6 - Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 7 of 12
PCN Form - Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
To avoid and minimize impacts to the jurisdictional waters of the U.S., the Sugar Creek Road Improvement Project site
was delineated prior to developing the site plan and the proposed site plan was designed around the delineation results.
Sugar Creek Road has an existing crossing on Little Sugar Creek. The culvert replacement will occur at the existing
crossing as a matter of necessity. The existing pipe is more than 40-years in age and is likely to begin failing. The
existing pipe does not meet or exceed flood capacities, and it was likely sized based on watershed conditions 40-years
prior. By replacing the existing pipe within the pipe footprint, this will limit impacts to Waters of the U.S.
The replacement box culvert has been modeled for flood capacities by the engineer to properly size it and accommodate
future anticipated changes in the watershed. The box culvert is in mapped FEMA floodway. The engineer has acquired a
no-rise certificate demonstrating that the new culvert will not alter downstream flooding characteristics or flood elevations.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Proper sediment and erosion control measures will be used to minimize disturbances to downstream waters.
Construction activities and impacts to on-site jurisdictional waters of the U.S. will comply with all conditions of Nationwide
Permit No 14 and Water Quality Certificate No. 4135. The proposed stream impacts will be completed during low flows,
or pump around or similar water diversion techniques will be utilized to construct in dry. All temporary structures will be
removed from the channel after the work is complete. Disturbed stream banks will be restored to pre-construction grade
and elevation, and any disturbed stream banks will be stabilized with seeding and matting.
The proposed culvert will be buried a minimum of one foot below the channel bed to allow passage of aquatic life and
maintain low flows. Headwalls at the inlet and outlet of the culvert will be utilized to minimize channel impacts to the
maximum extent practicable. Stream channel improvements will ensure low to normal flows are maintained in the natural
channel, and that flow is maintained through the box culvert. Sills in the high flow barrel of the culvert will ensure low and
normal flows will be maintained in the natural stream channel and low flow barrel. Natural stream bed material excavated
during new box culvert installation will be used to line the inside of the culverts to help preserve aquatic life passage and
maintain natural bedload.
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 0 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:
Type: Choose One Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose One Quantity:
Quantity:
Type: Choose One
3c. Comments:
Page 8 of 12
PCN Form — Version 1.4 January 2009

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:
4c. If using stream mitigation, stream temperature: Choose One
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes 0 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)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 9 of 12
PCN Form — Version 1.4 January 2009

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes 0 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.
The site is not adjacent to protected NC Riparian Buffers. ❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? p o�o
2b. Does this project require a Stormwater Management Plan? ❑ Yes � No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
Project is being authorized using NWP #14 for a linear transportation permit. The project imperviousness is 0°/o, as the project
is only for a pipe replacement. There a no stormwater management plan requirements on a pipe replacement.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local governmenYsjurisdiction 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?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply ❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes 0 No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes 0 No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes 0 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.
This project will not result in cumulative impacts to jurisdictional waters. Single and complete project with independent utility.
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.
No sewer disposal will be generated by the project.
Page 11 of 12
PCN Form — Version 1.4 January 2009

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
im acts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
CWS consulted the USFWS Endangered, Threatened, of Concern, and Candidate Species webpage for Mecklenburg
County: https://www.fws.gov/raleigh/species/cntylist/mecklenburg.html This species list was used to investigate the
project site for potential supporting habitat of protected species and protected species occurrences. In addition, CWS
performed a data review using the North Carolina Natural Heritage Program (NCNHP) Data Explorer on September 13,
2018 to determine if any record occurrences of federally-listed, candidate endangered, threatened species, or critical
habitat were located within the project limits. There are no records of federally protected species within the project limits.
The results of the NCNHP review are attached (Attachment E). Based on the results of the site investigation and the
NCNHP database query, the project will not occur in or near an area with federally protected species or habitat.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes 0 No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Fisheries: http://www.habitat.noaa.gov/protection/efh/habitatmapper.html
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 0 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?
A letter was forwarded to the North Carolina State Historic Preservation Office (SHPO) on July 30, 2015 to determine the
presence of any areas of architectural, historic, or archaeological significance that would be affected by the project. A
response was received on August 17, 2015 that stated no historic resources would be affected by the project (Attachment
F). CWS also consulted the SHPO online GIS on September 14, 2018 and found no historical structures, buildings, sites,
or districts within the project limits. A SHPO map was created using the download SHPO layer (Attachment F).
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: This project has acquired a no-rise certificate and will obtain a
Floodplain Development Permit issued through the City of Charlotte, NC floodplain development program. The project
engineer is in communication with the City of Charlotte and will be the point of contact for any FEMA permitting.
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM No. 3710456500K
� � ,� 10-5-18
Mr. Sean Martin �
Agent's Printed Name Agent's Signature Date
Page 12 of 12
PCN Form — Version 1.4 January 2009

Sugar Creek Road Improvement Project
Attachments
ATTAC H M E N T A:
October 5, 2018
CWS Project No. 2018-0307
Signed Agent Authorization Form

AGENT CERTIFICATION OF AUTHORIZATION
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representative(s) of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
I, �����.��7�.'���'�� , representing, C��-` �`-� C�'`�.-" ����
hereby certify that I have authorized Sean Martin of Carolina Wetland Services, Inc. to act on
my behalf and take all actions necessary to the processing, issuance, and acceptance of this
request for wetlands determination / permitting and any and all standard and special conditions
attached.
We hereby certify that the above information submitted in this application is true and accurate to
the best of our knowledge.
���•�,�--�����v�
ApplicanYs signature
jf3-2— l�j
Date
��f�
Agent's signature
9/17/18
Date
Completion of this form will allow the agent to sign
all future application correspondence.

Sugar Creek Road Improvement Project
Attachments
October 5, 2018
CWS Project No. 2018-0307
ATTACHMENT B:
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COORDINATES: CHECKED BY: C A R�❑ �� 1 Y A Mecklenburg Of
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COORDINATES: CHECKED BY: C A R❑�� 1 V A Mecklenburg Of
35.256295, -80.794152 CAG w�ET�AGVD SERVICES Charlotte, North Carolina 7
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SCALE: DATE: FIGURE NO.
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CWS PROJECT NO: DRAWN BY: 3
2018-0307 DJZ Sugar Creek Rd Improvement Project Phase 1
COORDINATES: CHECKED BY: C A R❑�� 1 V A Mecklenburg Of
35.256295, -80.794152 CAG w�ET�AGVD SERVICES Charlotte, North Carolina 7
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CWSPROJECT NO: DRAWNBY: �7:ai1/e of Mecklenbur C�unt 5
2018-0307 DJZ Sugar Creek Rd Improvement Project Phase 1
COORDINATES: CHECKED BY: C A R❑�� 1 V A Mecklenburg Of
35.256295, -80.794152 CAG w�ET�AGVD SERVICES Charlotte, North Carolina 7
G:\Team Drives\Consulting Team Drive�2018\2018 Consulting Projects\2018-0307 Sugar Creek Streetscape\NWP 14WrcGIS\FigureS_HistoricSoil.mxd

G:\Team Drives\Consulting Team Drive�2018\2018 Consulting Projects\2018-0307 Sugar Creek Streetscape\NWP 14\ArcGIS\Figure6_NWl.mxd

G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0307 Sugar Creek StreetscapelNWP\ArcGIS\Figure7_JD.mxd

Sugar Creek Road Improvement Project
Attachments
ATTACHMENT C:
October 5, 2018
CWS Project No. 2018-0307
Project Site Plans with Impacts

INDEX OF SHEETS
CoverSheet ....................................................................... 1
General Notes .................................................................... 2
Typical Sections and Details ............................................ 3-3E
Storm Sewer Data Table .................................................. 3F
Plan...................................................................................4-6
Profile................................................................................ 7-8
Curb Return Profiles ....................................................... 9
Drainage Profiles ............................................................. DP-1 - DP-3
Culvert Plans .................................................................... C-1 - C-10
Right of Way Data Sheets ............................................... R-1 - R-4
Utility By Others Plans .................................................... U-1 - U-3
Erosion Control Plans ..................................................... EC-1 - EC-5
Traffic Control Plans ....................................................... TCP-1 - TCP-5
Pavement Marking Plans ................................................ PM-1
CrossSections .................................................................. X-1- X-7
TOTAL SHEETS 45
VICINITY MAP
NTS
N
J
0..
_
F-
��
TO `'
EASTWAY
DRIVE
M
N
�
SURVEY PREPARED BY:
CITY OF CHARLOTTE SURVEY-MAPPING-GIS FROM
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR
THIS PROJECT IS BASED ON STATE PLANE COORDINATES
ESTABLISHED BY: NCGS MONUMENT OR CONTROL POINT
WITH NAD 83(2011) STATE PLANE COORDINATES OF
NORTHING:553778.7810 EASTING: 1420651.5080
ELEVATION NAVD: 722.518
THE AVERAGE COMBINED GRID FACTOR USED ON THIS
PROJECT (GROUND TO GRID) IS: 0.9998415
VERTICAL DATUM: NAVD 88
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL
�ISTANCES. DATE RANGE OF SURVEY:12/04/2014 TO 02/06/201
PLANS PREPARED BY:
TM
� -
� ENGINEERS + CONSULTANTS
7500 EAST INDEPENDENCE
BOULEVARD, SUITE 100
CHARLOTTE, NC 28227
phone: [phone]
CALYXengineers.com
NC License # F-1333
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4
HARL T TE 5M
ENGINEERING & PROPERTY
MANAGEMENT
Construction Plans of Proposed
Sugar Creek Road Improvement Proj ect
Phase I
Proj ect No. 512-15-014
Proj ect Features:
Grading, Paving, Drainage, Box Culvert, Concrete Curb & Gutter,
Sidewalk, Erosion Control, Traffic Control, Pavement Marking
, SUGAR CREEK ROAD
SR 2975
LOCATION MAP
NTS
� 4�
Phase I
��
�4
BE GIN PROJE C T
Sta. 13 6+64.44
PROJECT LENGTH = 1,265 LINEAR FEET
SPEED LIMIT
SUGAR CREEK ROAD - 35 MPH
TRYON STREET - 45 MPH
The project shall be constructed in accordance with North Carolina Department of Transportation
Standard Specifications for Roads and Structures dated Jar►uary 2018, Work Area Traffic Control
Handbook dated 2014, and as amended by the contract provisions and these plans.
2018 STANDARD SPECIFICATIONS
GRAPHIC SCALES
20 40 60
Plan View .................
20 40 60
Horz. Profile ............
4 8 12
Vert. Profile .............
Cross Section ...........
10 15
�
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N �
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Z�
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PE SEAL
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MARC H 2 018
Record Drawings
^
( 6i
� T�
I-85
END PROJECT
Sta. 149+29.42
RECOMMENDED
FOR CONSTRUCTION
Contract Administration
Construction Administration
Landscape Management
Engineering Services
Utility Coordinator
CDOT - Design
CDOT - Implementation
CMU
Planning
Storm Water Services
CONVENTIONAL SIGNS
New Property Line — — �`"� — —
Existing Property Line ...................................
Maintained as R/W Line ................................ — —
Existing Structures .........................................
Railroad Tracks ..............................................
-��-�-,-,��--�-,-� �-,-
Proposed Edge of Pavement ..........................
Fence................................................................
SlopeStake Line ............................................. ................ ciF----------------�
Temporary Construction Easement ............. — � �
Sidewalk/Utility Easement ..................... �,��E ��,��E
StormDrainage Easement ............................ _;r_�� sr�E
Existing Gas Line ........................................... �_ � ;
Existing Water Line ....................................... w w
ExistingSanitary Sewer ................................ ��� `=���
Existing Underground Telecommunications
Existing Underground Electric ..................... ,,� ,_,�
Existing Storm Drainage -----��' �"'��---------
............................... ---------------------
Proposed Storm Drainage .... �r`�J�
s��._,_
ExistingTree ..........................................................................................:; `r,
WM
ExistingWater Meter ............................................................................. ❑
wv
ExistingWater Valve ............................................................................. �
ExistingGas Valve ................................................................................. �
Existing Sanitary Sewer Manhole �^ �
......................................................... �
Proposed Sanitary Sewer Manhole S
.......................................................
�
Existing Storm Drain Manhole � ° �
.............................................................. �
Proposed Storm Drain Manhole ...........................................................�
-�.
Existing Telephone Manhole ' i �
................................................................. � �
Proposed Telephone Manhole ...............................................................0
�
Existing Electric Manhole F
..................................................................... )
ProposedElectric Manhole ................................................................... O
ExistingCatch Basin .............................................................................. �
ProposedCatch Basin ............................................................................ �
Existing Light Pole ................................................................. �='-
................
ProposedLight Pole ................................................................................ �
ExistingUtility Pole ................................................................................ '-�
GuyWire ............................................................................................ �
Proposed Utility Pole .............................................................................. '�
IronPin .................................................................................................... ���,�
Existing Fire Hydrant `
............................................................................ ���
Proposed Fire Hydrant .......................................................................... �
ExistingDrop In1et ..................................................................................0
ProposedDrop Inlet ................................................................................ 0
�
AccessibleRamp ...................................................................................: A�;
TreeProtection ............................................................................. ��
Proposed Guardrail ................................................................... ,
SiltFence ..................................................................................... � � �
Proposed Curb & Gutter, Conc. Drive, Sidewalk ...................
Proposed Asphalt Pavement ........................................................ �
�
Proposed Rip Rap Ditch .............................................................. � -� �;-�
� _,x _.�
Proposed Gravel ........ r %%`���',�� "
�� �� �� �
ProposedPavement Removal ...................................................... ,, � x
Proposed Sidewalk Bridging Tree Roots .................................. �����
�
CHARLOTTEsM
ENGINEERING & PROPERTY
MANAGEMENT
APPROVED
Bid Set No.
CITY ENGINEER DATE

GENERAL NOTES GENERAL NOTES STANDARDS w
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W�CPHLLE`=�� HRE TCi CE �_LIN=,TRI_IL�TED II'�I THE BCITTI�NI 1/3 OF �� I�I_II��TI_IRE RNCi CLIVEF'ED I]f�J THE OLITSID-C i]F TH� [II_I4�E EI�JCF;i,Y i=i i����'Hf�l� I=Hi�RLi=i � TE f�1C�=1��LCl iUl_ii=��i; i_ITILI I 1' - �'
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PRIOR TO CONSTRUCTION, THE CONTRai�TOR SHaLL NOTIFY RND MEET WITH aLL UTILITY OWNER'�, THE CITY I_�TILIT'r' TiME WaRNCR CRPLE AT&T r`�,�lR oo�„ aoe,,,,,,,,,ao „ WGITIIVi�; F'RD �=�NLY W1TH FL�r,I I TNi=; = I F;'IP
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CC�i��RDiNaTOR AN� CITY iNSPECTOR WHOSE FUCILITIES WILL BE AFFECTED I O CIETERMINE L1Til iTY LUCRTIONS, TH� �}��J� M�RGRRET W�L�A�E RD �4q S, LAURE! =�TRFET
i-�i-iNTRPCTOR SHRLL PRUTECT PLL UTTLITIES FROM DQMqGE C(�USEC� BY HIS OPERRTTONS OR THOSE OF HIS AGENT����- MATTHFW�;, Ni� ���1V�5 LII�;CDI NTi=iNo I�h� �''Gi;;� �a
THE Cr_'�NT�RCTOR SHA�� Hi-�LD THE CITY HRRM�E��� FnP, RNY THIRC�-PARTY INCO�IVENIENCE CRERTED BY w�-�Rk= i_�F Hr�-� �V� � o `�� �❑� M���� ������ �� ��� R��
iiWN Fi�iFCES ��� THQT OF HIS Ri�;ENT`_;, qNY Dai�I�1�-E'S INCURF'ED SHqLL BE THE i=iiNTRGCTQR� FIN�INCI�IL i=Hq�L(-iTTF_ DEPGFTMEDlT OF TR�N'=�PLRTATI01� F'i aNTRTION PiFELINE CCiMPGI'�Ji - p�, i � i_� i=�� �p� �� � ��, �� ' _ �
RE51='ONSIBILIT'r'� F=;�1� F_r�ST F01_IRTI-I ;T �74� '=�,a NEW Hi=1F'E Ri51D �.� �� I � � � I �� _� I CI �� ��_) � H I V� �,� �-I � ��I �� � �I W � ��� �' �� �� ; ¢
GS NEEDF_Do THF CONTRRCTOR S�HRLI_ ADJUS I/F�Ei QCRTE THE SANITARY SEWER AND WATER LTNES ON�Y�, h1 L O���HER ��HRR����TTEg I�C 2�°�2��-�844 ���1 �Tul'�I�, NL ?8�5� THE FOLLOWING STANDARD PRACTIi��E=� ��NCi '=F'Ei=IFii-�GTI01'J� �, A`=� �
ADJU`=�TMEf�JTSiRE�Or_aTION`�� wILL BE PERFnRMED 6Y THE vRRIOU� UTI�ITY nWNER�, THE CnPJTRALTOR sHGLL __ __ PRE=�ENTED IN THE "ERO��IUN AND SEDIMENT � i=iNTROL PLANNiN� �P��ID
i_OCihDiNHTE WORk WITI � UTI�iTY nWI�ERS �n RS Ni-iT TU RDVERSELY RFFECT THE PROJE��T Si�HEI-iU�Ee THE CITY W�i�l_ LF_vEL 3 ITIME W�RNER TELELOM) DUI�E ENERGY HIGHW�Y nFl._Ui_�r=� i TUN D=�=Tf=N MANUAL " BY THE Nai=o SEDiI�IENTATIOP�J C�=iNTROL �OMMI�SIOI�Io �
I��,I[,�T EE HELD RESPUI�ISIBLE FOR RNY LIELUY�� OR C�ISRUFTIONS TO THF WORI �i-HEDU�E �-�F ��� � HER I_ITI�LiTY �=�WNER�o ���i�l. ROSE LAKE C�RIVE 469�1 SIMM� CREEK ROHD N,Co DF_PRRTMEI�.IT UF N�TURAI_ RESOURCES RN�� Ci=1MMUNITY �
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pFVELUPMEI�,IT, AND DIVISION LF LAND RtSOURCES LQ�,ID L�UALITY
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�;ECTION, DATED SEPTEM�ER 1, 1�J88, WITH THE LATEST RFVISI01`JS (jjj
P L A N T A T I 0 N P I P E L I N E & P I E D M 0 N T N A T U R A L G A S C 0 M P A N Y �=�`�TE° �'���E����� ' ��' �=� ��E �N����'-'°�� �� �E�E�F�'�=� ��='� T"E �
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F�'�'`IE�T M����"'�'F� �'�T1�1T�� �'�'��°1�'"T'��o SPECIAL PROVISIONS� � �
THE C��iI�1TRR�TOR SHALL HDJ�_I'��T ALL WaTEFi VRI_VE�;z 'W� i ��R M�T�=R �-Ci'x:E'-� HP�JD WtiTER V��iJI_ i�_�� T�=i � If,�I'-�HEC�, i-,h��DF. !��ll�o�oo 000,o�oo��eo�oo�o,00ao��000�oo„oo,o� PERMRNEI�JT�'�;EEDIPJG ��'
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PAVEMENT SCHEDULE
ITEM DESCRIPTION
C1 PROP. APPROX. 3" ASPHALT CONC. SURFACE COURSE, TYPE S 9.5 C,
AT AN AVERA�E RAT E OF l68 LBS PER SQ. YD lN EACH OF 2- l.5" LAYERS.
PROP. VAR. DEPT H ASPHALT CONC. SURFACE COURSE, TYPE S 9.5 C, AT AN
C2 AVERAGE RATE OF ll2 LBS PER SQ YD PER l" DEPTH. TO BE PLACED lN
LAYERS NOT LESS THAN l-l/2" OR �REATER THAN 2-l/4" lN DEPTH.
D 1 PROP. APPROX. 4" ASPHALT CONC. lNT ERMEDIAT E COURSE, T YPE l 19.0 C,
AT AN AVERAGE RAT E OF 456 LBS PER SQ. YD lN EACH OF l- 4" LAYERS.
PROP. VAR. DEPTH ASPHALT CONC. INTERMEDIATE COURSE, TYPE I 19.0 C, AT AN
D2 AVERAGE RAT E OF ll4 LBS PER SQ YD PER l" DEPT H; T 0 BE PLACED lN
LAYERS NOT LESS T HAN 2-l/4 OR GREAT ER T HAN 4-0 /N DEPT H.
E1 PROP. APPROX. l0" ASPHALT CONC. BASE COURSE, TYPE B 25.0 C,
AT AN AVERA�E RATE OF 570 LBS PER SQ.YD lN EACH OF 2- 5" LAYERS.
PROP. VAR. DEPTH ASPHALT CONC. BASE COURSE, TYPE B 25.0 C, AT AN
E2 AVERAGE RAT E OF ll4 LBS PER SQ YD PER l" DEPT H. T 0 BE PLACED lN
LAYERS NOT LESS T HAN 3-0 OR GREAT ER T HAN 5-l/2 /N DEPT H.
E3 ASPHALT CONCRET E BASE COURSE l SEE DET AILS T HlS SHEET �.
OR EXIST lNG CURB
R1 /'-6" MOUNT ABLE CONCRET E CURB AND �UT T ER (NCDOT ST D. N0. 846.0/)
R2 2'-6" CONCRETE CURB AND GUTTER INCDOT STD. N0. 846.0/)
R3 8" MONOLITHIC CONCRETE ISLAND (NCDOT STD. N0. 852.0/)
O4" CONCRETE SIDEWALK (NCDOT STD. N0. 848.0/1
OEART H MAT ERIAL
OEXISTING PAVEMENT
O MILLIN� ASPHALT PAVEMENT, 2/NCH DEPTH, TO BE REPLACED WITH 2/NCH
TYPE S 9.5 C
OW WEDGING ISEE DETAILS THIS SHEETI
NOTE: PAVEMENT EDGE SLOPES ARE l:l UNLESS OTHERWISE NOTED.
C1
�
2
►-
----------- ---- -- —
� �
�----- ---------- -- --------- — —�
U 2025 lNo
MINo
00 /Nd
MI No I
WEDGING DETAIL (PROFILE)
� SURV EY OR CROW N P01 NT
6 IN
WEDGING DETAIL (CROSS-SECTION)
6 IN
6 1No
EXCAVAT ION
LINE
° � - " 6 1Ne
a �� .��
3 INo
� 6 INo
T- --------------------
R2 E3 R1 E3
EXCAVATION
LINE
CONCRETE CURB & GUTTER, ASPHALT
CONC. BASE COURSE DETAIL
INLET TYPICAL
Nor ro scacE
�LEFT TO RIGHT LOOKING DOWNSTREAMJ
CLASS 'I' RIP RAP
W/ GEOTEXTILE FABRIC NATURAL
GROUND
COIR FIBER MATTIN 10' - l2' ---' �
-------�� --- — � ��--
` �
��> ,
�.5��'�-�' ��� iJ ,'��
CLASS 'l' RIP RAP
W/ GEOTEXTILE FAB. �� ��
BENCH EXISTING
VARIES CHANNEL
0-/2' /2'
EST o T ONS CLASS 'l' = 20 T ONS
EST o GEOT EXT lLE FABRIC = l8 SY
EST o COIR FIBER MAT T lNG = 25 SY
DDE = 200 CY
OUT LET T YPICAL
NOT TO SCALE
(LEFT TO RI�HT LOOKING DOWNSTREAMI
CLASS 'I' RIP RAP
W/ GEOTEXTILE FABRIC NATURAL
�ROUND
COIR FIBER MATTIN 10' -12' --' �
------ --- — � /�
CLASS 'I' RlP RAP
`��o c, \� �.p� i� �� ��- W/ �EOTEXTILE FABRIC
1.5 � � ° � �� Y_ �s�
CLASS 'l' RIP RAP ��
W/ GEOTEXTILE FAB. �� �'-I
BENCH EXISTING
VARIES CHANNEL
0-12' l2'
EST o T ONS CLASS 'l' = 30 T ONS
EST e GEOT EXT lLE FABe = 32 SY
EST e COIR FIBER MAT T lN� = 40 SY
DDE = 200 CY
CULVERT
INLET & OUTLET DETAIL
C
II
SAW CUT TO BE MADE 1.0 FT. FROM
LIP OF PROPOSED CURB
I FTo
� �
.�i �rr vv i
LINE
SAW CUT DETAIL
6 FT o
2% SLOPE � g �Na
200 INo
I o 3 /Ne
� � D
, D • . D . " .
� . � �. � �
� � � . VARlES9
. . .
. -- 300 I Na MA e
_-----�- --- -=------=----------
SURFACE 2 INo RADIUS
COURSE 2 1 No RADI US
C 1 81 NDER COURSE R3 C 1
OR EXISTING
PAV EMENT
8" MONOLITHIC CONCRETE ISLAND ON ASPHALT
CONCRETE PAVEMENT OR EXISTING PAVEMENT
SCARIFIED SOIL -
18" - 36" DEPT H
90% COMPACTED
IRRI �AT ION LI NE
(IF REQUIRED)
1' - 6" CURB
allo �uTrER �
/'
�
wiorH vaRiEs
� .�
EXCAVATE Al lel SLOPE — -
SO AS NOT TO DISTURB —
STREET SUBGRADE
�
4" SUBDRAI N
/'
—NEW PLANTIN� MIX
TO 18" DEPTH
90 % COMPAClED
SLOPE AT 2" PER FOOT,
T 0 12" MAX. AT CENT ER
W I T H UNCOMPAT ED
PLANT I NG MI X.
I' - 6" CURB
;_ � :� a�.� o.:�a AND GUT T ER
������_�
�������,
���_���
,��' �
�
� 100% COMPACT ED
4" SUBDRAIN SUBGRADE
N��7 E�. �
l. F�iR NEW PLANTING ARE.AS,REMOVE ALL FAVEMENT,G'hAVEL��UB-BA�E
AND CC�NSTF'(JCTION CJE6'F'lS BEF�RE PREPARING ���IL AND �'LANTING TREE�,
c� REMQVE S�IL TO A DEPTH OF 18", SCARIF)',TILL OR �THERWISE LOOSEN
THE RE�4A/NING SCIL TD A DEPTH OF la"� ADG� NEW FLANTING MIX AS SPECIF/ED,
�� S�UBSUFrFACE L�RA/NAGE SHALL E�E INST�ALLED lN ALL MEL�IAN� AND T/ED /N��i�
�XI�TIN6 SfORM URA/N SYSTEM� A 4/NCH PERFORAI EDaCORI�IICATED PVC
DRA/N SHAI 6F_ INSTALI_ED AT EACH N1_FDI�AN AT THF_ BOTTON9 OF THE EXCAVAT�D
AREAo DRAIN �HaLL BE CJI�ERED WITH A MINIMU�� F� INCHC� Of #_57 WASHEC
�TONE,THEN WRA,FFED WITH A SPFCIFICD NON-WUVEN � E��TEXTILE FaERI�e
��r�EriA� r_��;RE �Na« cE F�F,��.isF� wHEN Fi�I�N� N���i,�N_ wirH s��ii �o NOT
TO CRU`-�H OR D�AMAG� Tl-�lE DPAINAGE ��Y�TEM.
SLOPE T 0 PROV I DE
POSITIVE DRAINAGE
(4% MINIMUM)
MEDIAN DRAINAGE DETAIL
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NOTES:
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
4" THICK UM1ILESS OTHERWISE DENOTED ON PLANS.
PLACE A GROOVE JOINT 1" DEEP WITH %g" RADII
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50'
INTERVALS. A�2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE S:[DEWALK J0:[NS ANY RIGID S'fRUCTURE .
SEE STD. DWG. 848.Q5 FOR WHEELCHAIR RAMP LOCATION
RE�UIREMENTS ANQ CdNSTRUCTION GUIDELINES.
1/g" RAD
JOINT SEALER
SURFACE OF
;r � '�
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%2" JOINT WIDTH _I� JQINT FILLER
T = SIDE{NALK THICKNESS
TRANSVERSE EXPANSION JOINT
IN SIDEWALK
STQP LINE
Bll:CLDING,
WALL, ETC.
NOTE 12 a
SEE w �
NaTe s � �
GO U
\JLL JIV. OYV.Vit
PLAN VIEW
%2" EXPANSION JOINT FILL 3/g" INIDE x i" DEEP GROOVED OR
/� SAWN JOINT WITH JOINT
SEALING COMPOIlNQ
/
// , . . . %g" RAD ���" RAD
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V�%IVVRE f E i�R�i� . VO[l�l v"' v. v.. ' v. v.. ' o:,'v .. ' v. v'.
� SIDEWALK CONC. PAVEMENT
DETAILS SHO�IIfING J�INTS IN C�NCRETE SIDEWALK
5EE NOTE 4
��-0" (TYP)
•SEE NQTE iQ
UETAIL SHDrIING TYPICAL LOGATIflN aF CURB RPJHPS.
PEUESTRIAN GROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS
ROAOWAY
PLRN SYMHOL
C f�
FOR PR�PGBEO
G1JHB RAMP
SEE N�TE
�ETAIL SHOWING TYPICAL LOGATION �F CURB
FlAIYIIPS, PE�ESTRIAN CROSSWALKS AN� STOP LINES
� PR�PQSE� CURB RAWIP WI LAN�ING
PRQPDSEd OR FUTURE SIDEWALK
ALLOWABLE LOCATIdN3
aUAL RAMP RADII...........ANY
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84�.05
ISUMETRIC VIEW
PAY LINITS FOR CURB RAMP
��:
1. DETECTABLE WARNIHG DpL1ES WILL ppVER 2'-0" LEHGTH AHD FULL WIDTH QF THE
HIWP FLOOR AS 3FIDWN UN THE OETAILS.
2. �ETECTABLE WARNIHG �OLIES NIILL pONTRAST VISIBILITY YYITH AGIOINING SURFACE, EITHER LIGHT-ON-UARK,
DR DARK-DN-LIGHT SEqIIENCE OOYERING THE EHTIRE RAIAP.
RALP WIDiH AREA IS VARIABLE
0 0 0 0 0 0
�
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� o 0 0 0 0
lY
0 0 0 0 0 0
R
THpH 5�Is TO HO YORE
THAN 8s9� DF THE BASE
DIAYETER
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1.� MIN �!I 2.4
I I �
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a.. . .� . . .� . . .� .
DETECTABLE WARNIHG DOMES
a'�R sn
oAaa cuA�
{s-ro. a'-s" cues
� �IlTTER BHUNi1
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B- UISTAHCE FRON FROHT E�QE OF SIDENb4LK
Tfl BACK PpIHT pF 12:1 (8.98�] SLpPE.
* BACK OF SIGEMMLK QROP REOUIREQ FGR ALL
BIpEwALK BLOPES.
•'� B A C K O F S I � E Y Y � 4 L K O R O P R E Q U I R E D F O R
SI�EIMALK SLOPES 0.04.
A
fY 8TRIP
o.oz YIN.
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SECTION B-B
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sioEw,��K a' �P �F
ELEVATION TRANSITI�N OROP TRANSITI�N C�R�
CUR6 �
VARIABLE BLOPEB HOT
TO EKCEEO 1E:7 �8.83�]
SECTIDN A-A
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10�ITS.
sioExra�K
NOTE: A PURTION OF UNE OR BUTH RRIAPS
� W4Y EXTEN� QUTSI�E TIIE RETURH.
a' x 4'
c
PLAN VIEW
DUAL RANPS
ANY RA�II
ta� wiN. F�oaR wiorHy
0
E]CPAHSION JOIHT
� ee o. sa�.o�y
NarEs:
1. CQNSTRUCT THE RAMP SIJRFACE TQ BE 5TABLE, FIRM, SLIP RESISTANT ANU Ml1ST GDNTRAST VISIBLY Ta THE ADJACENT SURFACE.
2. CROSSWALK WIUTHS AND CDNFIGURATION VARY BUT MUST CONFORM TO TRAFFIC aESIGN STANOARD5.
3. NDRTH CAROLINA GENERAL STATl1TE iS6-44.14 REQl1IRES THAT ALL STREET Cl1R8S BEING CONSTRl1CTEd OR RECONSTRl1CTEd FOR MAINTENANCE
PROCEdURES, TRAFFIG QPERATIONS, REPAIRS, CDRREGTIQN OF 11TILTIES aR ALTERE� FOR ANY REAS�N AFTER SEPTEMBER 1, 1973 SHALL
PRflVIdE CURB RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIaNS WHERE BOTH CURB AN� GUTTER ANd SIDEINALKS ARE
PRflVIQED AND AT OTHER PflINTS OF PEDESTRIAN FLOW.
IN A�DITION, 5ECTION 22B QF THE 1973 FE�ERAL AIa HIGHWAY SAFETY ACT REQIlIRES PROVISIdN ❑F CURB RAA�PS ON ANY Cl1RB CQNSTRl1CTIUN
AFTER Jl1LY 1,197$ WHETHER A$IDEWALK IS PRDPQSEa INITIALLY DR IS PLANNED FQR A FUTl1RE �ATE.
THE AMERICANS WITH DISABILITIES ACT (AQA) OF 199� EXTENDS TQ INQIVIQUALS WITH DI3ABILITIES. GflMPREHENSIVE CIVIL RIGHTS
PROTEGTIONS SII�ILIAR Td TH45E PROVIDEd TD PERSONS ON THE BASIS OF FiAGE, SEX, NATIDNAL ORIGIN AND RELIGION UNDER THE CIVIL
RIGHTS ACT �F 19$4. THESE CURB RAMPS HAVE BEEN �ESIGNED TQ COMPLY WITH THE Cl1RRENT A�A STAN�AR�S.
4. PRflVIQE CURB RAMPS AT LflCATIONS A5 SHOWN ON THE PLANS UR A5 DIREGTEQ BY THE ENGINEER. LOGATE CUR9 RAMPS
A5 DIRE�TED BY THE ENGINEER WHERE El(ISTING LIGHT POLES, FIRE HYDRANTS, aROP INLETS, ETC. AFFEGT PLA�EMENT.
PLACE �UAL RAMPS PERPENDICl1LAR TQ THE TRAVEL LANE �R AS �IREGTEd 6Y THE ENGINEER.
5. DO NQT EiCCEE� 0.�8 (12:1j SLQPE �N THE RAMP.
B. CDNSTRUCT CURB RAMPS A YINIMUM OF 4' FOR SINGLE RAMPS.
7. PLACE A�" E7(PANSIUN JDINT WHERE THE CQNCRETE GL1RB RAMP JOINS THE CURB AN� A5 SH�IhIN �N STD. aWG. 848.01.
8. PLACE THE INSIDE PE�ESTRIAN CRDSSWALK LINES NO CLpSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII,
WITH ALLOWANCE flF A�' CLEAR ZflNE IN THE VEHICULAR TRAVELWAY WHEN QNE RAMP I5 INSTALLE�. �5EE NOTE 14]
9. C4DRQINATE THE CURB CUT ANQ THE PEDESTRIAN GROSSWALK LINES SD THE 4` x 4' CLEAFt SPACE AT THE BASE QF THE CURB RAMP WILL FALL
WITHIN THE PEdESTRIAN GR�55WALK LINES.
10. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMU�1 OF B FEET IN WI�TH. A GRDSSWALK WIDTH QF 10 FEET OR QREATER I5 QESIRABLE.
11. U5E STOP LINES, NaRMALLY PERPENDICULAR TD THE LANE LINES, WHERE IT I5 IMPORTANT TO INDICATE THE PdINT 6EHIND WHICH
VEHICLES ARE REQIJIRE� TO STOP IN CdYPLIANCE WITH A TRAFFIC SIGNAL, STflP SIGN OR dTHER LEGAL REflUIREMENT. AN 11NUSl1AL APPROACH
SKE4V MAY REQUIRE THE PLACEMENT pF THE STQP LINE TQ BE PARALLEL T� THE INTERSECTING RpA�YYAY.
12. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
13. PLACE ALL PAVEI�ENT MARKINGS IN ACCdR�ANGE WITH THE LATEST EdITIdN OF THE I�IANLIAL dF UNIFORM TRAFFIG CONTROL �EVICES (Ml1TC�)
PUBLISHED BY THE FEDERAL HIGFhYAY ADMINISTRATIQN AND THE NORTH CARQLINA SUPPLEAIENT TQ THE MUTGQ.
14. C4NSTRl1CT ALL RAMPS SURFACES TQ COMPLY WITH SECTIQN5 R301 ANU R303.3.3 OF THE REVISEd A�A GUIQELINES.
15. C4NSTRl1CT ALL RAMPS ANQ SIdE4VALKS WITH A 2�ks MAXII�UM CR05S SLOPE.
16. PLACE ALL PEDESTRIAN PUSH BUTTDN ACTLIATORS AND GR055ING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCQ.
17 . C4NSTRl1�T ALL 5I DE FLARES FUR Gl1RB RAMPS WITH SLOPE5 NO GREATER THAN 10�ls .
18. CURB RAMPS THROUGH NIEDIAN ISLAN�S DR QTHER UNIQUE SITUATIQNS, WILL BE HAN�LED BY SPEGIAL DETAILS. CQNTAGT THE NCDDT GDNTRACT
STANdARdS ANd DEVELOPMENT 5ECTION FOR THE DETAILS OR FOR A SPECIAL DESIGN.
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SUGARCREEK T RYON 58e56' RT
+76e58 +55054 PROPo ELo = 720078' PROPe ELe = 72/e32 �
56078' LT �
,
PROPo ELe = 720006' 62e22 RT T RYON � �� \Y
PROPa ELo = 720e67 }45028 ' �
SUGARCREEK T RYON �'
+72e53 +60a0/ 48008'' RT
53085' LT 6408/' RT PROPo ELe = 72/0/l'
�
PROPo ELa = 7/9e88' PROPe ELe = 720,47' � �
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SUGARCREEK SUGARCREEK �o�a o� � � o�� a o M
+ +80e17 , �� 0 � ° T RYON .� z � ~ N � � �
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PROPa ELo = 720J6 %� 45060' RT �. Q z w J°���;
� PROPo ELo = 7200/3 � `� � '� � o� Q o J �
c� 0 2 P R O Po E Lo = 7 2 0a 6 9' �/ � V w � m � Q � Z
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5a0' g �
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3,6% 200% o ° �° ° +54066 � �
0
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SUGARCREEi� 2a0% 49e5/' RT
+ ° �� T RYON PROPo ELo = 720052' � ,'�
72e72 � ��O � �
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4/a07' RT 2 �� ll02, �-
PROPe ELe = 7/9e90' 47e86' RT o �
SUGARCREEK PROPo ELa = 720059 A C C- 2 c� o
+73073 ° ° ° ° ° ° ° ° ° T RYON
000000000
38078' RT +6/079
PROPo ELo = 7/9048' SUGARCREEK 50050' RT
SUGARCREEK -
T RYON PROPo ELo = 720a48' r
+78e47 �— +83069 �
206/ 48027 LT +60097 �
44030' LT SUGARCREEK PROPe ELo = 7/9a84' RYON 52006 RT Q
PROPo ELo = 7/9066' +78a86 SUGARCREEK SUGARCREEK SUGARCREEK PROPo ELo = 72004/
+6006/ o
43066' LT +Tga�g +85a30 z
+840/8 52073' RT
PROPo ELe = 7/9e6/' 42e/7' LT 46a36' LT 47e70' LT PROPa ELo = 720a46' �
PROPe ELo = 7/9068' PROPo ELo = 7/9086' PROPo ELe = 7/9079' �
ACC-1 ��
AC C 1 & 2 �
��
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T RYON � �
T RYON +16039 �%/ � �
o� �
+16a85 49037' RT A C C— L� ��
�� ' � 49a97' Rl PROPa ELo = 720a58' �� �� � �
$ PROPo ELo = 720063' T RYON � �
� P'� � �
� _ +15a3/ T RYON ��
- _ _ ��
- - - 47e97' RT +22024
SUGARCREEK � �
A C C - � +86e30 SUGARCREEK - — .- :_ - - PROPo ELe = 720a65' 43075' RT %� �'
___ �
62a25' RT +860/& __ _ T RY N ROPa ELo = 720e76' � a
PROPo ELo = 7/90/5' - 62099' RT �.r �°= + � <� L,
23008 w
%` "
SUGARCREEK PROPa ELo = 7/9020' �
SUGARCREEK +86056 _________ , 45030' RT TRYON � '� �'
� G
+78a77 60052' RT -�---�-_ PROPe ELe = 720e69 f23o44 <� ¢� � Q
60e00' RT PROPo ELo = 7/9a22' °�� o o � o 0 0 45096' RT � y' � z � Q
z
PROP, ELo = 7/8078' SUGARCREEK � � ° ° ° PROPo ELo = 720074' ; � �
SU�ARCREEK +84e97 T RYON u� a
, +32086 � �� �
+78e77 � o�a 70a90 RT � 39068' RT ���
6/075' RT 56 PROPe ELe = 7/9e32 _
PROPa ELo = 720e83' ¢
� �- �-
PROPo ELo = 7/807/' o°o o� o Q
SUGARCREEK ° � � ° °�° 'r' � � � � � '
° � O N o ' � � � �
+/ Vo/ / . . � p °�°O / �\f \ �n '_' - U o�..
62a50' RT ° � � ° ``s� �°
T RYON ° ¢
0o a �
PROPo ELo = 7/8076' SUGARCREEK ° `� °\� +33055 =
+73.77 �o0 7 QD% 6 5/ 22 0 �1,� 42a09' RT ,
60000' RT �� �° I � � � � PROPo ELe - 72/025 �-, �
PROPo ELo = 7/8a54' �°° a� � 3 q.� 5a 0' S0' �° ` Q W �
� � T RYON �O
� + , � 0 � c/�
22090 � � 1
SUGARCREEK ��° 0 660/0 RT � �, ,� '-�
, � w �
{73077 GARCREEK � ° � a � ° SUGARCREEK ,
0 PROPa ELe = 720063
62e50' RT � � W W
_ +78a77 °oo � °% , +SSa65 w � � � w
PROPa ELo - 7/8096' 70050' RT �° ° �� �� 79a90' RT � W� Q
PROPo ELo = 7/809 ' �� PROPo ELe = 7/9069' T RYON �� x � a
� � T RYON 37e97 � w a, �
�0 SUGARCREEK f26e82 57e5/' RT � � � �
[phone]' RT PROPo ELo = 72l 057'
, � °� � r�
PR8PRT = 7/ 4� PROPo ELo = 720095' TRYON � a O
0 a ELe 9e 8 +3/02/ � �
SUGARCREEK SUGARCREEK �--�
� +73a77 [phone]/0' RT
78e50' RT 78050' RT PROPo ELo = 72/006'
,'�� PROPa ELe = 7/9a28' PROPo ELo = 7/9008� AC C 3& 4 z� ° o
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20
VASILIOS K. BELIGRINIS, et al
DB 5547 PG 573
TAX PARCEL # 09108107
350 E. SUGAR CREEK RD.
ASPHALT
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STRIP
VIET-MY CORPORATION
DB 16755 PG 902
TAX PARCEL # 09105148
301 E. SUGAR CREEK RD.
21
METROMONT PRESTRESS COMPANY
DB 9426 PG 410
TAX PARCEL # 09108106
200 E. SUGAR CREEK RD.
PLACE FENCE 3' BEHIND SIDEWALK
STA. 136+83.31 TO STA. 143+75.16
�C�AlI\/C CVIC'TIAIr' �C�Al1\/C CVIC`TIAI�
STA. 140+51.72 �
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CLD STD. 10.25E
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DISTURB BILLBOARD
RELOCATE
WM
22
BINACO INTERNATIONAL OF NY INC
DB 4944 PG 671
TAX PARCELS # 09105122, 09105130
09105129, 09105121
225 E. SUGAR CREEK RD.
217 E. SUGAR CREEK RD.
225 E. SUGAR CREEK RD.
215 E. SUGAR CREEK RD.
I
REMOVE EXISTING CONCRETE CURB, I
ISLANDS, AND DRIVEWAYS WITHIN
PROJECT LIMITS
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METROMONT PRESTRESS COMPANY
DB 9426 PG 410
TAX PARCEL � 09108106
200 E. SUGAR CREEK RD.
STA. 142+ 16.94 -
34' TYPE II DRIVE
CLD STD. 10.25E
o� �in��nin i i�
BINACO INTERNATIONAL OF NY INC
DB 4944 PG 671
TAX PARCELS # 09105122, 09105130
09105129, 09105121
225 E. SUGAR CREEK RD.
217 E. SUGAR CREEK RD.
225 E. SUGAR CREEK RD.
215 E. SUGAR CREEK RD.
1� 1— 1'l 1 A!� r!� A T 1-
mr�r�ir-� 1.,. I-1/iRRIIVVIVIV
DB 25665 PG 376
TAX PARCEL # 09105120
215 E. SUGAR CREEK RD.
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INGRESS AND EGRESS TO BE MAINTAINED
AT ALL TIMES DURING CONSTRUCTION
,1
25
CDG OF NC LLC
DB 26727 PG 884
TAX PARCEL # 09108123
126 E. SUGAR CREEK RD.
N� `
Ap 83
.-- \
c� T n .� � c� n n�.�
ri = �i 44+�u.n i
0 = 16° 41' 28" (RT)
D=4°05'33"
T = 205.37'
L = 407.84'
R = 1,400.00'
D.S. = 40 MPH
e = 4.0%
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ADRIAJEPE ENTERPRISES INC
PB 28 PG 769
I OB 26658 PG 391
Tax PARCELS # 09105115 & 09105732 POTENTIALLY CONTAMINATED SITE.
127 E. SUGAR CREEK RD.
4316 N. TRYON sT. E SEE CONTRACT SPECIAL PROVISIONS
� FOR REMOVAL OF SOIL.
nn ninT
27
JOSHUA STUART THAYER,
TRUSTEE OF THE THAYER
REVOCABLE TRUST
DB 29318 PG 807
TAX PARCEL # 09108108
4220 N. TRYON ST.
RELOCATE
WM STA.146+36.02
33' TYPE II DRIVE
CLD STD. 10.25E
31' I l�"F'� II UKIVt
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T = 336.83' � �\ '` '�1 � 1 �
2 � L= 661.93' �K- � � ``�,1 28
O , �, 1
JOSHUA STUART THAYER, R= 1,450.00 Z �' e;;,:. SUGAR CREEK PRESBYTERIAN
TRUSTEE OF THE THAYER D.S. = 5O MPH \ �" ' CHURCH INC.
REVOCABLE TRUST � � , 111� DB 4544 PG 198
DB 29318 PG 807 e= 4.0 �0 � N` � � 101X W. ASUGAR#CREEK11RD.
TAX PARCEL # 09108108 \ '�' I
4220 N. TRYON ST. � O 11� '
1 � , rn ,11 1`
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SIDEWALK � ,_;`� 1 � �I��;
STA. 12+29.09 �` TIE TO EXISTING '�r '� �. ST/�. 149+29.42
PROTECT EXISTING SHRUBS 57.72' RT '� ��-, ' CURB 1� I 1 1' --` uT �
�-� ` sTa. � 2+37.37 , �� N 553758 . 64
BUS WAITING PAD TREE PROTECTION 45.06' RT � E 1464255.68
� TYP. I �
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48.50' RT ,'- -�, ain
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� 34 REMOVE EX. 15" RCP 5' BIKE LANE 34.00' LT � � ~� 6.00' L ��; ��
F- . AND INSTALL PROP. `, � �
W Q 15" RCP � 2, «� ��` -
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(n 0 152+00
w Q N g� �2� 24'8�� W S U GAR C RE E K ROAD 11' � � TIE EQUALITY S U GAR C R N 6° ' '�
ADJUST MH +73.62 N SUGAR CREEK ROAD STA. 149+60.03 �— E E K ROAD 29 48.4 W
z 0 - -
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STRIP � e � —� ' � �,
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l e �
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CHURCH INC.
e � I DB 4544 PG 198
TAX PARCEL # 08901204
/ �� 100 W. SUGAR CREEK RD.
� � I
e �
e e `� TIE TO EXISTING I,
CURB ' SUGAR CREEK ROAD
26 STA. 14+46.32 � PI = 150+03.81
�' 7Q � �' �= 2° 32' 36" RT
ADRIAJEPE ENTERPRISES INC C I � I.U� �� I �- �� 3�' 13�� � �
PB 28 PG 769 �+ -
DB 26658 PG 391
T = 77.70'
TAx PARCELS # 09105115 & 09105132 +�4.54 � � I � �� � � L- 155.37'
127 E. SUGAR CREEK RD. ; -
4316 N. TRYON sT. 53.97� R I � I �
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REMOVE EXISTING CONCRETE CURB, � I I ' o
ISLANDS, AND DRIVEWAYS WITHIN `�-�'
PROJECT LIMITS �, I I I �'
TIE TO EXISTING �
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RT. LIP 723.99 722.63 721.15 I� 719.55 I!�,_ �, 171.83 715.99 714.03
_ _ 711.96 _ _ 709.79 _ _ RT. LIP C
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_ + _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ P I 138 64 .44
NCDOT PROJECT _ _ __ - -
__ ,
_ _ _ _
730 EL = 720.67 730
� U-5008 PROPOSED �
___ ,
_ , ��
V.C. 400
GROUND i i i i i i: i i � i i i i i i i
_ _� _ �: K = 210 _� _
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----___-- _ : -'---_(')4. � � i � � �
720 � PROPOSED GRADE 720
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BEGIN PROJECT _ '_ __'_ _' _ ' __ _
I- _ , _ _, _-_ _-1 -I , _ I _ _ _ _ I _.���_ a
' ' '_ _ _ _ :
- -
___ - �
. - --- �
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710 _ _ _ 710
-- _ - _ __- --_- �
TIE TO NCDOT `
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_ _ _ _ _ _
;, �; �, �� ,
I' II' I" I II I II' II' - + _ I- i ii i i ii i il i i ii ii i i ii ii i i
T-�- PROJECT U 5008 (STA. 36 64.44) - T-� �-� � �-
STA. 136+64.44 _ _ �. . _ _ - _ _ _ _ - '_. EXISTING GROUND -
: :
_ , � _ _ _�
EL-725.54 r_ : :: :_
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- - - �
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I _ _ - 1 _ _ �� - - I� _ �� �I _I _ _ . __ ---- --- --- _ _ . _ . _
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---_ - --- _
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136+00 137+00 138+00 139+00 140+00 141+00 ��
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: 709.79 :� 707. 80 :� 706.30 704.99 � �_ � � � � � 703.76 �, �,_; � 703.03 � � � � � �_ 702.80 _ � �_ � � � 703.06 _ 703. 81 . _, 705.06 _, _ 706.82 __ LT. L I P a
: : : _ � �
_
RT. L I P _ 709.79 707.62 _ . 705.46 . . - _ 703.68 _ _ - � 702.40 701.60 . 701.31 . 701.50 _ 702.20 = . . 703.34 . . 705.01 _ . RT. L I P � �
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� �-u
. P I = 144+28.54
_ _ ._. . ._. _ _. _. _.. _ , __ _. :
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, � V.C. - 484 �
_- - , _ �
720 ,, ,, � � � � ,, '� K= 49 , ; ; � � � � � � 720
L � � ._ _:_ _�: __ . �: � ._ _ CULV ERT HYDRAULIC DAT A �:
�� �
_ :� D.S. = 35 MPH _ .. �__ __. � �_ .._. __. �--. _ _ ---_ ._. ____
�� �� � � �, � � � � �,
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._ .__ _ ._ ._ _. _ __ ._ ._ ._ ._ DRAINAGE AREA =205 SQM ._ . _.. _. - -_.__. _. _. _._ ._ o� �� so Nw
I II I I li " II Il II I I Il II II i ii i i ii , li i u C v Q;:�
i i i i u `�' �� Q Q
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� � _ . _._ _ DESIGN FREQUENCY 25 YRS �- ; -- _ . _ . . - , �- . _ __. . _ ____ . _ __ . ; -- _ . ; � �
, ,, , ,, �� �� , , ,, _- , _ �� „ , �� �
DESIGN DISCHARGE _ 1600 CFS �- �- � � � - ;�
: : : : _ _ -- _ _ _ _ _ _ _ _ __ _ _ _
. . . . . . .. . . . . . . t Q
- .- , , . . , . . , �-, , , , , , , , , , , , , , , �- .- . . , . . , . , , . . , . . , . . , . . . , . , . , - . , , . , . . , . . . . , I--. .. . ,. - - � . . . . . . . . . . . . . . . . . _ ---_-: -. , ,- . . ...----:-. . . . . . . . ..:- . , . . . . . . . . . . . . . . . . . . . - . --.- a
m a
- : �- DESIGN HW ELEV AT lON = 70200 FT �- � - : v' �
M--�
- _ - . l00 YEAR DISCHARGE _ 1900 CFS Z o
- -- - - - - ----.- - ----- - - - -- - .- � = �.
710 ___ � . - . _- _ _ 710 0 � �- �.
__.____ = 70308 FT �. � m m
`--`-�-----� ----� �---�-�-_-�- - l Y AR HW VATI N
_------------ .____ _ ___ 00 E ELE 0 -_ _ _ _ _-_ _ __ -__ ___-----__ ____ -__ ___-- --__ ____ -__ __------__ ____ -_- ---------_ _-__ -_- ----- o � � o �
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-_____ -� � �, OVERTOPPING FREQUENCY= 50+ YRS '�, N o � Q� z�
�I,--�-- �� - - - - �� - - - - -- - - - - - - - - - - - - - - - -- - -- -- - - - �
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, : , ! �, _ . . , . ---____ ; �: -I - -- _ . . . _ . "' % o�'�., ¢
r� OVERTOPPING DISCHARGE 1867 CFS 1 %��� H� - � �' ' �' o
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, ,_ OV ERT OPPING ELEV AT lON = 70306 FT _ I
- -
- _
_ _ _ ROPOSED GRADE , ,_ __---
_ , , P ___ _
_ -- --- - -- - -- --- ----- �_ - __ ----- - - - - - - �
_ _ __�_ _ _ _ . _ . _ _ �. _ _ �:__ _ _- _ . _ _ _
_.� �i_ i_.� -____ ___--- _.. i: �
__ ___ : __-__ --__ ____ __. :- -: _ :__ _--_ ---- - -__-_-_ _-__ ____ __. :: -_-__ --__ ___. --'------ ____ ____ _------'- - - -- ---- --- - - __ ___ ___ : Q (il
--- ---- ----- -- -----------�--------- -- ----------------------------- -- ---
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:
� ___ ____ _--- --__ ___ ____ _--- --__ __ ___ O
_ _ __ ___ _ _ _ _ __ _ _ -- -_ __ _ ___ _ __ _ __ _ _ _ ___ ___ _ _ ___ _ _____ _ __ _ _ _ __ __ _ - -- _ _ _ _ _
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y ------ O
._ ._. ._.. _. . ._ ._. ._.. _::: .: _. :_: _. _ ::. : _: , R I � _ _ _. _...
700 �--- , ..: � � � � � � , 700 �
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� � � � �� ��� I H H � N �H I N - -� -..- 2 @ 13 X9 RCBC � � � �
._ ._ ._. . ._ ._ . _. _. _ _ _ _ __ _. _ _ _ _. _ _ __ __._ __ __ __. _ _ _ _ _
- -
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i O� _ O�ti - _ N�- _ . , . _ - r(� 00C� Np _ I� ln d�� _ 00� _ Nln _ �C'7 , . . .
690 � � c� T- � � c� P r� o _ � �� � '
N �� , . �� i rQ �� �� 690
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141+00 142+00 143+00 144+00 145+00 146+00 �� o

�- __. � � 718 . 60 _.�:
LT. L I P 706.82 708.58 710.97 713.73 _ � 716.37 �,I-�-'-.--��_ � � a- I-��-� � �.,i_ � � �_�.,� I-�C �_ LT. L I P
' ' il I I I i
__._ _
. • �-�-�
RT. L I P 705.01 707.23 709.94 712.70 715.34 717.57 719.87 RT. L I P
- �
� � - -- - - -- - - - -- - - - : - -
,
� � _
I = + I I
, PI 148 44.18
_ , � _ _ �
--
-- - -_ ' ' �, EL - 719.09 �,
___ __ _ __ �I ---
- _ _ � � V. C.= 160' i, �-; _' _ _ _ �
_
_ _ -�_ �� K = 58 ��
D.S. = 40 MPH
'� PROPOSED GRADE o
720 � 7 0 /o ____._--
I �+�2._ 50____.-____
P I= 144+28.54 0 0 ,----' _-- -
� ,_ .
i I i i I ,� 4� ,,,
. _- �
� '� N --'
��, EL = 696.17 - __---..' 1
. . . . . . . . . . . . . . . . . . . . . . . � 1 , . . , , . , , . , , . . , . . , . . . . . . . . . . . . . . . . . . , . . �� �' � � I . . . . . . . , -- ._
� �
, V.C. - 484
��15 � : � �
� N - .____- -_ , i
i
. K = 49 .,--� _ i � _.A . �
� � �
D.S. = 35 MPH , -,---"" , _ _ _
_--- �I �I
_,,�
, ,_ , � '� � � ; END GRADE
.__ _,-
�
,,
,,_.,--_ __ �� I I I _ I STA. 149+24.18
,,,,._�- _ I � I I I I I EL = 721.29'
,- � I I I [ i
. ,,,- i � � i i i i i i ,
,-' I i I I I I [ [ [ [ [ [ i
,,,,,,- �
__ _ _ _ __ � , , ,
710 _,-.- -_ - ����������� ��
.,- - - - - - - -
,-
i i i i i i - ����, i
� . - - - -
._ ._. ....---.. � �,�,- ._. ._.,___
------ _ EX I ST I N G G RO U N D __ __ ___ _
-- --- "" � � - - - -
___ _ � : : ; - - - - - -
'"- : : : _ _ : _ _ _ _ _ _ _ _
_ '_ __'_ _' _ ' __ _ '_ _' _ ' _ __'_ __' _' _ ' _
, _ _ ' ' _ � _ _ �
700
- -_ . -- ; _ . . _ . _ _ _ _ --- --- _ _ . . . _ . �_._.- . . _ - _-
� ii ii.. i..i i
, ! -- - - ---- - - - - - - - ,
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-- - �- �
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ii l- -- I l � i" i --____ ___---'--' `
, Y ___ ___
------'_ �
_
jj li�l
� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 720
END PROJECT
STA.149+29.42 _ _ _ _ _ _ _
�� _ _ _ _ _ _ _ _ _ _ _ _ _ _
,
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___ I I - - - - - - - - - - - - - - - - -
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1 1 1 I I 1 1 I 1
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Sugar Creek Road Improvement Project
Attachments
ATTACHMENT D:
October 5, 2018
CWS Project No. 2018-0307
Culvert Replacement and Streambank Stabilization Details

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ADDIT�QNAL INFORMATIC)N AND CflNIPUTATIC)NS
HYDR�LOGY
-- -----------------------------------------------------------------------------=.�a_...............�.
USGS URBA�V REGRESSI4N fOUAT[ONS REGION I- QLUE R�OGE-PIEDMONT
--P�R.US��.FA�i:_�HE�T_ (�07_Q41...-------•----------------------------------------
---DA = 2.5 .--��?-----�A-=- 3qf--------------------------------
"'-'r�.
----------
UJ
�ISCHARGES
4.655 0.5k�
---��0.�.122(QA1..._fVA) __ = 1360� CFS----•------------------------ ��o ___ 1364_ �fs-----
0.511 0.436
---Qz�=-228EDA1...fIAI---=-1584�CF5.._ -------a25-=-1580_cfs
a.so2 0.396 - - - - - Q �4 = I�I �O Cfs
---��4,_2�scaa�_._ c�a�----=-1�2a_e�s____�----------------�- -------------------
o.�es a.3se Q io - 1884} Cfs
--- ��Q�:.374iDAD---IIA)----=-�$80 CFS-------------------------------°-_---------------
---��av_=.3�66fQ�a1_-_2190__C€5--------------------------------- �soo:_ 2I90_ �fs
--------•----•--------------------•----•--•----------------------------------------------•---.•.--.••------•---�--�
-----•----------•----------------------•-••---••--------------------------•------------...-----._.._.-•----•--.....
-----------------------------------------------s.------------------------------------....---•--------------•�------
------------------------------o.__._..------------------------------------•-------•--------._.-•------------------�
------------------•----------•------------------•--------------•--------------_.._...-----------------------------�
0o z
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45l 04 L 0� � C��- +�41-
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- - - � � _- `' `' �
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a �
SI�E DATA
Drainage Area _ _ _ _ �.52_ S�UAR� MILES _ . _ . _ _ . . .. Source _ _ _ _ FLQOD_ INSURANCE_ STUDY_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
River Basir� CATAWBA- - - - - - - - - - - - - - - - C'i�aracter . _ . . �1RBAN/PIEDMONT
Stream Classification [Sc�ch as Trout, High 4uali#y Water, etc.j ____��Q�S_ C
f��ta on Existing Strutte�re •--•-- 2_�_157" x_ �al"_GORRUGA�ED_METAL_i'IPE_ARCH�S------------------------------�.
�otal Waterway Openin9 • - - - -17t� . . . .. .s.f. Waterwa�+ Opening Belaw lti(3yr. WS EL. - - - - -174 - - - - ,�.£.
Debris �otential: Low ❑ Maderate ❑X hligh ❑
Data on Structvres Up and Down Stream __ U/S _STRLICTUR� __ 46"xll' ELL9PT�CA�_ RCP _ e!. _N. TRY0�1_ ST _____,
---- b/5_ STRUCTUREr--3�!�.9'x9' �QXeCULU'fRT_ �_W: CRAIGHEAD_ R�-------------------------------------------------
Gag� $tation Na., �??�4640410 _(DJS _ � 36�-h_ 5�.� Period of Reeords _ _ _ _ _ _ _ _ 1�11/20i�7 _- _PR€S�NT _ . . _ _ _ _ _ _ _yrs.
* F10 PEAKFLOW pATA RECORDS FOR THIS SITE; ONLY MEASURES GAG� HEIGHT
Max. QiscF�arge---•--•-•--N(A .......... c.f.s �iat�----------N/A------------- Frequency -------N/A ._.__...
Histar�cal FI'ood Information:
Period of
Da#e _3/18/2016 _ �lev. �98�9 _ _ .ft. Est. freq. 410_ YR _yr. Source _ _ _ _ _ RECE�T_ DRIFT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ K�owledge_ _ ---_ .yrs.
Period of
Bate---------- �lev.--------.ft.Esfi. Fre4• ------•Yr. Source ------------------------------------ Knowledge ...._.yrs.
Allowable HW Elev. . . . . . . . . . �EX 100� YR __ _7(�4.05- - - - - - - - - - - - - fF. Norst�al Water Surface Elev. _ _ 699,9 W y _ � . � , ,�t.
Ivlarmning's n:'�eft O.B. O:q55: 0.06 Channel. 0.055_ _ Right O.B. O.a55_0_fl6 Obtained From . FEMA_ &�FIELp� VERIFfED
DE7AILED STUf7Y
�IQod 5fi�dy /Sta#us . .Y.�� . l_ FEMA_ _�P�CIA�. _ E�aQR _ NAzARp_ .�QIvE- A� - - - - - - - Fkoadway Established�- - - Y�$. - - . -
Wi#h Without
F�ood Study 100 yr. Discharge . � _ 1885 _ _ _ c.f.s. ;'WS Elev.: Floodway . _ _ 7a�.e�_ _ . .ft. Ffoodway �0�.84_ _ _ _ _ _ ft,
Co7�,iver S�ation 96U84
aESIGN DATA
Hydrological Nlethod....VERIF1E�sAND USED_ FEMA_ �ISCHARGES_______________________________________
Hyc�r�au�ic Design Method __��C-RAS VERSION 4 a1:0
Design Ta�lwater � Q _ . 7Q0,� , - - {�.: Q . ?00.9 . . _fF., Q 70i.4 _ �#.;Gi 701.83 _ft.; Q - - - -?�2,9 - - - - :FF.
10 25 50 ------- 100 -------•- 540
Inlet Conlrol Ouflet Control
q H.W. dc dc+D M f{ LS W. Remaa�ks
Size 8� Type (c.f.s.) Ke FiW:'[) ({},� 2 q o (ft•)
Z-13'x'9' RCBC 1218 EO YR EL. = 700.6 �
1537' 25 YR EL._= 702.3 '
1713 SEE HEC-R 5 M DE� 50 YR EL. = 703.3 '
1885 IOfl YR EL. = 70_4.04�
2320 -_ - 50� YR EL. = 705.M '
Is a Floodway Revision Required� _ _ _ _ r`!o _ -_ NO _R�SE _ _ . _ _ _ _ Total Proposed Watervvay Openong .. _ _ !��_ _ _ _ . _ . .s.�.
Outlet Velacity ('V��) ----------�-2 ------------f.p.s, N�tural Channel Vel�eity (V��j -------------- 4r5-------.f,�.s.
CHANNEL I�APR�VEMENTS WITH CLASS 'E' ON BANKS AN�
Required Outlst i'rotection _ _ _ _ _ _ _ _ _ _ _ _ COIR, FlBER_ MATTING_ �N _ FLOOaPLAI�t_ BENCH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
INFC?RMATION TO B� SHOWI�� OI�I PLA�iS
WS EL. Taken @ River Station 96270
Design: Discharg� ---- f�37----- c.f.s. Frequency .........25..------Yr. Elev. .------7i32.3------------ �.
Base Flood: Discharge - - - - i885- • - - - c.f.s. Freq�sency - - - - - - - -10�- - - - - - _yr. E1ev. . - - - - - J04.p4 - - - - - - - - - - - {�.
O 0 OSE�� OVE �ischarge _.__ �750..... c.�.s. Frequency -------- SQt-------Yr. Etev. .------703_6-------------ft.
PP� 9 �
TOPPING OCCL1FtS AT THE LT SHOULDER PQINT 0� -L- STA.144+pd
� a � o
_ .
� -
n, FEMA SPECIAL FI�OQQ HAZARD CATAWBA RIVER BASIN
�; ZONE AE DETAILE� STUDY
�; C�ULVERT SURVEY & HYDRAUUC DESIGI� REP�Ri
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�; MUNICIFA� OWNED AND MAINTAI�IED CULVERT
v� �t;
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m� I.D. No.........-�------. ProjectN4. ----------512_15-014---------• Pr�j. St�ption ..--------L-_144+21.93-------
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�
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�; . .
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Q; •-•-•-•--�-----------------------------------------------------------•----------•---------•-•--•--•-••�-----------
o, Recommended Width cf Roadway ____��? _FT, SHOLEL�ER _PT. TO _ SHOULDER Pfi_ ... gk�,,�, 82•
o,
�; Recommended Location is �Up, At, Ddwn) Strearta from �xisting Crossing. ______AT_ EXkSTING. CLkLVERT . a
m
�= Statewide Tier ❑ Regiona) Tier Q Sub-Regional Tier p
a�. Bench Mark is . .P3413N _ 15_ _ = NORTHWG; 57292$,OG37 _ _ EASTING:_ 1490817 _4654_ _ _ _ _ _ _
--•-•----------•-• ..............
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ca. Desjgrred by: ---------- ----...._ `�: C��,•o��SSl,py• �
...
�; Date ---•------------- � . � q : � .
J; Assisted by: ____����SA RAMEY_ E_I: ,_K�EVIN HARWARD E.I, r ; 4� SEAL �; �
�� ProFest Engineer : DAVip �OCKE'�t P.E. M � �����4 : :
.
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�ILLING BASIN) /
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\\\��- ---- I '/ / WORKAREA
NOTES: - - - -
1. STREAM FLOW DIVERSION ADAPTED FROM NCDOT'S BEST MANAGEMENT
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES.
2. INSTALL SITE SEDIMENT AND EROSION CONTROLS.
3. INSTALL TEMPORARY BYPASS PIPE AND PLACE OUTLET TO MINIMIZE EROSION
AT DISCHARGE LOCATION. MORE THAN ONE PIPE MAY BE NEEDED TO CONVEY
BASE FLOW. FOR IRREGULAR STREAM CHANNELS USE HDPE FOR FLEXIBILITY.
CMP IS ACCEPTABLE FOR LINIER INSTALLATIONS.
4. CONSTRUCT AN IMPERVIOUS DIKE UP STREAM OF WORK AREA TO DIVERT
FLOW THROUGH BYPASS PIPE. ANCHOR AND SEAL PIPE SECURELY AT INLET.
5. CONSTRUCT IMPERVIOUS DIKE AT THE DOWNSTREAM SIDE OF THE BYPASS
PIPE TO ISOLATE WORK AREA.
6. INSPECT THE DIKES REGULARLY FOR LEAKAGE AND ADEQUATE FLOW. BYPASS PIPE
ENSURE INLET IS FREE FROM OBSTRUCTION AND OUTLET FREE OF EROSION. `(CMP OR HDPE)
7. UPON COMPLETION OF WORK, REMOVE THE IMPERVIOUS DIKE AND /
TEMPORARY PIPE.
IMPERVIOUS DIKE
WORK AREA
�STREAM FLOW
SUCTION HOSE TO DEWATERING DEVICE � � SUMP
PROFILE VIEW
SEAL AROUND
PIPE
ANCHOR PIPE
SECURELY

Sugar Creek Road Improvement Project
Attachments
ATTACHMENT E:
NCNHP Response Letter
October 5, 2018
CWS Project No. 2018-0307

N�r#h �arolina Deparhnent of Nafiural and �ulfiural Resources
Natural Heritage Program
�avemar Ray �oaper
September 13, 2018
Daniel Roberts
Carolina Wetland Services
550 E. Westinghouse Blvd
Charlotte, NC 28273
RE: Sugar Creek Road Improvement; 2018-0307
Dear Daniel Roberts:
�ecretary �usi H_ Harniltan
NCNHDE-6920
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database, indicates that there are
no records for rare species, important natural communities, natural areas, and/or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
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 found within the project area or is indicated within a one-mile radius of the project
area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for guidance. Contact
information for USFWS offices in North Carolina is found here:
https://www.fws. gov/offi ces/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.
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 Federally-listed
species are 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 rodney.butler�ncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
MAI LI NG fi�aRESS= Telephone= (919j ifl7�1 d7 LOGLkIION=
1fi�i1 Mail Service Center wwvr.nenhp.arg 121 West Jones Street
Raleigh, NC 2769�1651 F2aleigh, NC 276d3

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Sugar Creek Road Improvement
Project No. 2018-0307
September 13, 2018
NCNHDE-6920
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element
Group Observation Occurrence
Date Rank
Sawfly, Wasp, 37164 Bombus affinis Rusty-patched Bumble 1969-09-29 H
Bee, or Ant Bee
Vascular Plant 26358 Acmispon helleri Carolina Birdfoot-trefoil 2011-05-05 F
Vascular Plant 13743 Delphinium exaltatum Tall Larkspur
Vascular Plant 5560 Desmodium sessilifolium Sessile Tick-trefoil
1800s Hi?
1971-08-19 H
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
Managed Area Name Owner
Mecklenburg County Open Space Mecklenburg County
Accuracy Federal State Global State
Status Status Rank Rank
5-Very Endangered Significantly
Low Rare
2-High --- Special
Concern
Vulnerable
5-Very --- Endangered
Low
3-Medium --- Special
Concern
Historical
Owner Type
Local Government
G1 S1
G5T3 S3
G3 S2
G5 SH
Definitions and an explanation of status designations and codes can be found at httqs://ncnhde.natureserve.org/content/hel�. Data query generated on September 13, 2018; source: NCNHP, Q3 July 2018. 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 3

fVCNHI�E-�692�: �ugar Cr�ek Road Ir�nprover��r�t
8eqtember 13, 2Q1$ 1:2�,445
� Project Boundary Q o.25 o.s � rr�o
� �uffered Rroject Boundary o �� o.� 1.6 km
�1i ����9�� ���� ������� Sources: Esri, HERE, Gamyn, Oneermap, inuement P Corp GEBCO, 11SGS,
te� FpD, NPS, NRGYN. GeoBase, IGN, ICadasSer NL, Ord.nance Survey, Esri ,la�pan.
METI, Ew Chine (Hong Aougj, swasstopo, � OpenSlreelhlep con[nbuEors, and
1he GIS User Comrt�unrty
Page 3 of 3

Sugar Creek Road Improvement Project
Attachments
ATTACHMENT F:
October 5, 2018
CWS Project No. 2018-0307
NCSHPO Response Letter and SHPO Map

North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Pat McCrory
Secretary Susan HIuttz
August 17, 2015
Erin Bradshaw Settevendemio
Carolina Wetland Services
550 East Westinghouse Boulevard
Charlotte, NC 28273
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Sugar Creek Streetscape, Charlotte, CWS 2014-3429, Mecklenburg Counry, ER 15-1789
Dear Ms. Settevendemio:
Thank you for your letter of July 30, 2015, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579 or
environmental.reviewnae,ncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
� �� ��
j�✓Ramona M. Bartos
V
Location: 109 East Jones Stxeet, Raleigh NC 27601 Mailing Address: 4617 Mail Seroice Centex, Raleigh NC 27699-4617 Telephone/FaY: [phone]/807-6599

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SHPO Map
CWS PROJECT NO: DRAWN BY: �
2018-0307 DJZ Sugar Creek Rd Improvements Phase 1
COORDINATES: CHECKED BY: C A R❑�� 1 V A Mecklenburg
35.256259, -80.794030 CAG w�ET�AGVD SERVICES Charlotte, NC
G:\Team Drives\Consulting Team Drive�2018\2018 Consulting Projects\2018-0307 Sugar Creek Streetscape\NWP 14\ArcGIS\SHPOMap.mxd

Sugar Creek Road Improvement Project
Attachments
October 5, 2018
CWS Project No. 2018-0307
ATTACHMENT G:
Data Forms

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9aYe: �13� �s �r�jectlSi4e: ��`�"��., s� ���i�ud�: � � g
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�vafua�o�: ��5 County: �QC�v�.` �ongitud�: -gC�.-�.�T3yl
io4a8 �oints:
3 a , ,J�-� �4ream �egerm6natioro ci��fe �ne O�her �� e- .
Stream is at least intermittent � h������ I���rmitten4 �ereatttsal e. Quad Name' swR �
if Z 19 or erennial if � 3Q* p 9• y u L
A. iseomor holog (Subtotal = ��, .� ) �absen4 liNeaE� �odera4e S�rong
1a� Continuity of channel bed and bank p �. 2 3
2. Sinuosity of channel along thalweg 0 , 1 2 3
3. In�channel structure: ex. riffle-pool, step-pool, � � 2 3
ri ple-pool se uence
4. Particle siae of stream substrate 0 1 2. 3
5. Active/relict floodplain 0 1 2 3
6. Depositional bars or benches p � 2 3
7. €�ecent alluvial deposits 0 1 2
$. Headcuts 1 2 3
9. Grade control 0 0.5 1 1.5
10. Natural valley 0.5 ` 1 1.5
11. Second or greater order channel No = 0 Y`s = 3
e artificial ditches are not rated; see discussions in manual
�. H dr�lo y Subtotal = �.S
12. Presence of Easeflow p � '2 3
13. Iron oxidizing bacteria 1 2 3
14. Leaf litter � 1. ` 0.5 0
� 15. Sediment on plants or debris 0 0, 1 1.5
16. Organic debris lines or piles 0 0. 1 1.5
17. Soil-based evidence of high water table? No � 0 Yes =
C. �iolo Subtotal = � -
18. Fibrous roots in streambed 3 ( 2 1' 0
19. Rooted upland plants in streambed 3, 2 1 0
20. Macrobenthos (rtote diversiry and abundance) 0 � 2 3
21. Aquatic Mollusks p � 2 3
22. Fish 1 1.5
23. Crayfish 0 1 1.6
24. Amphibians p � , � �
�5. Algae 0 1 1.5
26. Wetland plants in streambed FACW = 0.�51 ,�L = 1,� Other = 0
'perennial streams may aiso be identified using other methods. See p. 35 of manual.
NOt@S:
�ketch: ,
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Sugar Creek Road Improvement Project
Attachments
October 5, 2018
CWS Project No. 2018-0307
ATTACHMENT H:
Photo Pages

Sugar Creek Road Improvement Project
Nationwide Permit 14
October 5, 2018
CWS Project No. 2018-0307
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Sugar Creek Road Improvement Project
Nationwide Permit 14
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CWS Project No. 2018-0307
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Photograph 3. View of Little Sugar Creek, Segment A, facing downstream.
Photograph 4. View of corrugated metal arch culvert under E. Sugar Creek Road, facing upstream.
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Sugar Creek Road Improvement Project
Nationwide Permit 14
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CWS Project No. 2018-0307
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Photograph 5. View of banks of Little Sugar Creek, facing upstream.
Photograph 6. View of banks of Little Sugar Creek, facing downstream.
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