_2024_05_10_2nd_RFAI_Response_CC_Greenway_FINAL.pdf

kimley-horn.com 200 South Tryon Street, Suite 200, Charlotte, NC 28202 704-333-5131

May 10, 2024

Amber Lipsky
Regulatory Project Manager
U.S. Army Corps of Engineers, Wilmington District
8430 University Executive Park Drive, Suite 615
Charlotte, NC 28262

RE: SAW-2024-00365 - Response to Request for Additional Information
Clarke Creek Greenway Phase A
Cabarrus County, North Carolina

Dear Ms. Lipsky,

On behalf of our client, the City of Concord, Kimley-Horn is submitting the attached additional information
for the above-referenced Project per the Request for Additional Information dated May 1, 2024. The
attached plan sheets and impact sheets associated with this RFAI are FINAL.

Below is an outline of the USACE comments with a brief narrative addressing each item. The USACE
comments with corresponding responses are as follows:

2. Please note, that USACE reserves the discretion to determine the most appropriate NWP for a project.
You may provide additional information supporting what has been proposed.

Understood. NWP 13 & 14 has been proposed for this project.

3. The revised impact sheets show different proposed impacts than the original set/submitted impact
table. These need to be consistent before we move forward. Please explain the changes and refer to the
attached comments.

The revised impact sheets include the final permanent and temporary impacts associated with the
proposed project. The changes in these impacts result from the modification of the proposed greenway’s
alignment to minimize permanent and temporary wetland impacts.

Please be aware that we have made changes to the impact numbers on the final plan sheets and impact
tables. The purpose of these changes was to break down the impacts and make them easier to
understand on the plan sheets.

Please refer to this document, the attached plan sheets, photo pages, and PCN form for responses to the
comments provided by USACE via DoD Safe Link. *The swale bridge is located on sheet 4.9.

Please clearly depict AND call out impacts due to streambank stabilization, fill and/or grading, temporary
access, conversion, etc. As you did initially, please include the corresponding Impact # from the PCN
table in the exhibit call-out. Provide a new impact table as necessary. For streambank stabilization
impacts, please only include the linear footage and area of impact below the OHWM.

Please see the attached documents.

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kimley-horn.com 200 South Tryon Street, Suite 200, Charlotte, NC 28202 704-333-5131

8. i. The complete 0.21-acre area being cleared/graded is a permanent conversion impact, not just the
area covered by the boardwalk. Your original impact table denoted this area as forested, which is
corroborated by aerial imagery. Removal of these trees constitutes a conversion to emergent or
herbaceous wetlands. This determination applies to wherever proposed temporary impacts include tree
clearing.

Please see the attached plan sheets and photo pages denoting the areas of permanent conversion due to
temporary impacts. Areas of temporary impacts occurring in non-forested wetlands and non-tidal
freshwater marsh wetlands are not considered permanent conversions due to the lack of conversion from
forested to herbaceous. These areas are also denoted in the plan sheets and photo pages. Mitigation is
proposed at a 1:1 ratio within areas where temporary impacts result in a permanent conversion of the
wetland from forested to herbaceous as required by USACE.

ii. When mitigation is required, proof of credit availability is needed. Please provide proof of mitigation
credit availability for impacts over the mitigation thresholds. USACE encourages applicants to obtain
credits from private mitigation banks if possible before using NCDMS In-Lieu Fee credits.

Please see the attached letter of acceptance from NCDMS.

9. Given the details within Typical Sections regarding steel piles (no concrete), these are de minimus
impacts and do not need to be quantified.

Updated accordingly.

11. Per GC 32.2, please clarify if the activities proposed under NWP 13 exceed one cubic yard per
running foot.
i. Please note USACE is only concerned with the impacts below the OHWM.
ii. Rip rap keyed-in to existing bank elevations are a permanent no-loss impact.

The stream bank stabilization in the northern section of the project area will not have any impacts below
the ordinary high water mark (OHWM). As a result, this impact has been removed from the final plan.

The proposed stream bank stabilization in the southern section (Impact 8a & 8b – Stream 1) of the project
area will result in impacts below the OHWM. These impacts will not exceed one cubic yard per running
foot. The total stream impacts resulting from bank stabilization are 140 LF/0.006-acre and 88 LF/0.004-
acre.

12. Sheet C-4.10 now indicates the rip-rap is under the NWP 14. Why has this changed? Please break
out each individual impact, for example: 23 LF (0.005 AC) and 35 LF (0.007 AC) of bank stabilization on
the respective stream banks, 0.002 AC of grading/fill to Wetland 1a.

Please see the response above, regarding the avoidance of impacts below the OHWM. The proposed
riprap stabilization in this section is associated with the boardwalk construction; therefore, NWP 14 is
proposed. The rip rap stabilization will result in 0.002-acre of permanent impacts to Wetland 1a.

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kimley-horn.com 200 South Tryon Street, Suite 200, Charlotte, NC 28202 704-333-5131

13. Could you please provide a new copy of the ORM upload excel sheet? I’ve attached the most recent
version for you.

Please see the attached ORM upload excel sheet.

If you need any additional information to assist in your review of this RFAI Response Package, feel free to
contact me at 980-296-0810 or [e-mail].

Sincerely,

Kimley-Horn and Associates, Inc.

Taylor Kiker, PWS
Environmental Scientist

Page 1 of 25 PCN Form Version 4.3- December 4, 2023
Office Use Only
Corps Action ID no. [Click to enter.] Date received: [Click to enter.]
DWR project no. [Click enter.] Date received: [Click to enter.]
Site Coordinates:
Latitude (DD.DDDDDD): 35.3945696°
Longitude (DD.DDDDDD): 81.1058746°

Form Version 4.3, 12/04/2023

Pre-Construction Notification (PCN) Form
(Ver. 4.2, 12/04/2023)

For Nationwide Permits and Regional General Permits and corresponding Water Quality Certifications

Please note: fields marked with a red asterisk * are required. The form is not considered complete until all
mandatory questions are answered.

The PCN help document may be found at this link:
https://edocs.deq.nc.gov/WaterResources/DocView.aspx?dbid=0&id=2196924&cr=1

Page 2 of 25 PCN Form Version 4.3- December 4, 2023

A. Processing Information
County (counties) where project is located: * Cabarrus Additional (if needed).
Is this an ARPA project? * ☐ Yes ☒ No
If yes, ARPA project number:
* The project number can be found on the “Letter of Intent to Fund”
(LOIF) or “Offer and Acceptance Letter”. If you are unable to locate
your DWI ARPA Funding Project Number, please contact Corey
Basinger at [e-mail] for further assistance.
Click or tap here to enter text.
Is this a NCDMS project? *
(Click yes only if NCDMS is the applicant or co-
applicant)
☐ Yes ☒ No
Is this a public transportation project? *
(Publicly funded municipal, state, or federal road, rail,
or airport project)
☒ Yes ☐ No
Is this a NCDOT project? * ☐ Yes ☒ No
If yes, NCDOT TIP or state project number: Click to enter.
If yes, NCDOT WBS number: * Click to enter.
1a. Type(s) of approval sought from the Corps: *
☒ Section 404 Permit (wetlands, streams, waters,
Clean Water Act)
☐ Section 10 Permit (navigable waters, tidal
waters, Rivers and Harbors Act)
Has this PCN previously been submitted? * ☐ Yes ☒ No
Please provide the date of the previous submission. * Click to enter a date.
1b. What type(s) of permit(s) do you wish to seek
authorization? *
☒ Nationwide Permit (NWP)
☐ Regional General Permit (RGP)
☐ Standard (IP)
This form may be used to initiate the standard/ individual permit process with the USACE. Please contact your Corps
representative concerning submittals for standard permits. All required items can be included as attachments and
submitted with this form.
1c. Has the NWP or GP number been verified by the Corps? * ☒ Yes ☐ No
NWP number(s) (list all numbers ): 13 and 14
RGP number(s) (list all numbers ): Click to enter.
Are you a federal applicant? ☐ Yes ☒ No
If yes, please provide a statement concerning compliance with the Coastal Zone Management Act *
Click to enter text.
1d. Type(s) of approval sought from DW R (check all that apply): *
☐ 401 Water Quality Certification – Regular ☐ 401 Water Quality Certification– Express
☐ Non-404 Jurisdictional General Permit ☐ Riparian Buffer Authorization
☒ Individual 401 Water Quality Certification
Is this a courtesy copy notification ☐ Yes ☒ No

Page 3 of 25 PCN Form Version 4.3- December 4, 2023
1e. Is this notification solely for the record because written approval is not required? *
For the record only for DWR 401 Certification: * ☐ Yes ☒ No
For the record only for Corps Permit: * ☐ Yes ☒ No
1f. Is this an after-the-fact permit/certification application? * ☐ Yes ☒ No
1g. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? ☐ Yes ☒ No
If yes, attach the acceptance letter from mitigation bank or in-lieu fee program.
1h. Is the project located in any of NC’s twenty coastal counties? * ☐ Yes ☒ No
1i. Is the project located within an NC DCM Area of Environmental
Concern (AEC)? * ☐ Yes ☒ No ☐ Unknown
1j. Is the project located in a designated trout watershed? * ☐ Yes ☒ No
If yes, you must attach a copy of the approval letter from the appropriate Wildlife Resource Commission Office.
Trout information may be found at this link: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-
Program/Agency-Coordination/Trout.aspx

Page 4 of 25 PCN Form Version 4.3- December 4, 2023

B. Applicant Information
1a. Who is the primary contact? * Taylor Kiker
1b. Primary Contact Email: * [e-mail]
1c. Primary Contact Phone: * (###)###-#### 980-296-0810
1d. Who is applying for the permit/certification? * (check
all that apply) ☐ Owner ☒ Applicant (other than owner)
1e. Is there an agent/consultant for this project?* ☒ Yes ☐ No

2. Landowner Information
2a. Name(s) on Recorded Deed: * Multiple – Linear Project
2b. Deed Book and Page No.: Click to enter.
2c. Contact Person (for corporations): Click to enter.
2d. Address *
Street Address: Click to enter.
Address line 2: Click to enter.
City: Concord
State/ Province/ Region: North Carolina
Postal/ Zip Code: 28025
Country: USA
2e. Telephone Number: * (###)###-#### Click to enter.
2f. Fax Number: (###)###-#### Click to enter.
2g. Email Address: * Click to enter.

3. Applicant Information (if different from owner)
3a. Name: * George Berger
3b. Business Name (if applicable): The City of Concord
3c. Address: *
Street Address: 35 Cabarrus Ave. W
Address line 2:
City: Concord
State/ Province/ Region: North Carolina
Postal/ Zip Code: 28025
Country USA
3d. Telephone Number: * (###)###-#### [phone]
3e Fax Number: (###)###-#### Click to enter.
3f. Email Address: * [e-mail]

Page 5 of 25 PCN Form Version 4.3- December 4, 2023

4. Agent/ Consultant (if applicable)
4a. Name: * Taylor Kiker
4b. Business Name: Kimley-Horn and Associates, Inc.
4c. Address: *
Street Address: 200 South Tryon Street
Address line 2: Sutie 200
City: Charlotte
State/ Province/ Region: North Carolina
Postal/ Zip Code: 28202
Country: USA
4d. Telephone Number: * (###)###-#### [phone]
4e Fax Number: (###)###-#### Click to enter.
4f. Email Address: * [e-mail]
Agent Authorization Letter:*
Attach a completed/signed agent authorization form or letter. A sample form may be found at this link:
https://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Permits/2017-Nationwide-Permits/Pre-
construction-Notification/

Page 6 of 25 PCN Form Version 4.3- December 4, 2023
C. Project Information and Prior Project History
1. Project Information
1a. Name of project: * Clarke Creek Greenway Phase A
1b. Subdivision name (if appropriate): Click to enter.
1c. Nearest municipality/town: * Concord

2. Project Identification
2a. Property identification number (tax PIN or parcel ID): Multiple – Linear Project
2b. Property size (in acres): 21
2c. Project Address:
Street Address: N/A
Address line 2: N/A
City: Concord
State/ Province/ Region: NC
Postal/ Zip Code: 28027
Country: USA
2d. Site coordinates in decimal degrees (using 4-6 digits
after the decimal point): *
Latitude (DD.DDDDDD): * 35.3945696°
Longitude (-DD.DDDDDD): * -80.7387917°

3. Surface Waters
3a. Name of nearest body of water to proposed project: * Clarke Creek
3b. Water Resources Classification of nearest receiving
water: *
C
The Surface Water Classification map may be found at this link:
https://ncdenr.maps.arcgis.com/apps/webappviewer/index.html?id=6e125ad7628f494694e259c80dd64265
3c. In what river basin(s) is your project located? * Yadkin-PeeDee
Choose additional (if needed)
3d. Please provide the 12-digit HUC in which the project is
located: *
030401050101
The Find Your HUC map may be found at this link:
https://ncdenr.maps.arcgis.com/apps/PublicInformation/index.html?appid=ad3a85a0c6d644a0b97cd069db238ac3

Page 7 of 25 PCN Form Version 4.3- December 4, 2023
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application: *
Clarke Creek Greenway Phase A is the initial phase of a proposed greenway project that spans approximately
1.5 miles along Clarke Creek. The study area evaluated for the proposed greenway is an approximately 21-acre
corridor comprised of undeveloped forestland and a sanitary sewer easement. The project corridor is bound by
Cox Mill Elementary and undeveloped forestland to the east and single-family residences to the north, west, and
south.
4b. Have Corps permits or DWR certifications been obtained for this
project (including all prior phases) in the past? * ☐ Yes ☒ No ☐ Unknown
If yes, please give the DWR Certification number and/or Corps
Action ID (ex. SAW-0000-00000):
[Click to enter.]
[Click to enter.]
Attach any pertinent project history documentation
4b2. Is any portion of the work already complete? * ☐ Yes ☒ No
If yes, describe the completed work.
Click to enter text.
4c. List of other certifications or approvals/denials received from other federal, state or local agencies for work
described in this application not related to the 404 or 401.
Click to enter text.
4d. Attach an 8½ x 11” excerpt from the most recent version of the USGS topographic map indicating the location of
the project site.
4e. Attach an 8½ x 11” excerpt from the most recent version of the published County NRCS Soil Survey map
depicting the project site.
4f. List the total estimated acreage of all existing wetlands on the
property: 3.81 acres
4g. List the total estimated linear feet of all existing streams (intermittent
and perennial) on the property: 1,695 linear feet
4g1. List the total estimated acreage of all existing open waters on the
property: N/A acres
4h. Explain the purpose of the proposed project: *
The purpose of the proposed project is to provide public access to a recreational greenway along Clarke Creek in
Cabarrus County, North Carolina.
4i. Describe the overall project in detail, including the type of equipment to be used: *
The proposed project seeks to construct approximately 1.5 miles of greenway along Clarke Creek in Cabarrus
County, North Carolina. General construction equipment includes, but is not limited to, bulldozers, excavators,
front-end loaders, etc. will be used for construction purposes.
4j. Attach project drawings/site diagrams/depictions of impact areas for the proposed project.
4k. Will this activity involve dredging in wetlands or waters? * ☐ Yes ☒ No
If yes, describe the type of dredging, the composition of the dredged material, and the locations of disposal area.
Click to enter text.

Page 8 of 25 PCN Form Version 4.3- December 4, 2023

5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or in
proposed impact areas? * ☒ Yes ☐ No ☐ Unknown
Comments:
The wetlands and streams within the project corridor were delineated by Kimley-Horn staff on July 20th and 24th,
and September 7th, 26th, and 27th, 2023.
5b. If the Corps made a jurisdictional determination,
what type of determination was made? *
☐ Preliminary ☐ Approved ☐ Emailed concurrence
☐ Not Verified ☐ Unknown ☒ n/a
Corps AID number (ex. SAW-0000-00000): Click to enter.
5c. If 5a is yes, who delineated the jurisdictional
areas?
Name (if known): Taylor Kiker, Doug Fox
Agency/Consultant Company: Kimley-Horn and Associates,
Inc.
Other: Click to enter.
5d. List the dates of the Corps jurisdictional determination or State determination if a determination was made by
either agency.
Click to enter.
5d1. Attach jurisdictional determinations.

6. Future Project Plans
6a. Is this a phased project? ☒ Yes ☐ No
6b. If yes, explain.
Clarke Creek Greenway Phase A is the initial phase of a proposed greenway project that will span approximately
5-miles adjacent to Clarke Creek in Cabarrus County, North Carolina.
Are any other NWP(s), regional general permit(s), or individual permit(s) used, or intended to be used, to
authorize any part of the proposed project or related activity? This includes other separate and distant crossings
for linear projects that require Department of the Army authorization but don’t require pre-construction
notification.
The timeline for the completion of the latter phases of this project have not been finalized. It is possible that
future authorization from the USACE will be required in order to complete the project.

7. Addresses of adjoining property owners, lessees, etc. whose property adjoins the waterbody (if more than can be
entered here, please attach a supplemental list)
Click to enter.

8. Scheduling of activity:
Click to enter.

Page 9 of 25 PCN Form Version 4.3- December 4, 2023
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project
(check all that apply):
☒ Wetlands ☒ Streams - tributaries
☐ Buffers ☐ Open Waters
☐ Pond Construction

2. Wetland Impacts
If there are wetland impacts proposed on the site, complete this table for each wetland area impacted.
2a.
Site #*
2a1.
Impact
Reason/Type*
2b.
Impact
Duration*
2c.
Wetland Type*
2d.
Wetland Name*
2e.
Forested
?*
2f.
Jurisdiction
Type*
2g.
Impact Area
(ac)*
Impact 1
–
Wetland
1a
Grading Permanent
Bottomland
Hardwood
Forest
Wetland 1a Yes Both 0.002
Impact 1
–
Wetland
1a
Mechanized
Clearing Temporary
Bottomland
Hardwood
Forest
Wetland 1a Yes Both 0.10
Impact 1
–
Wetland
1a
Mechanized
Clearing/
Construction
Access
Temporary
PSS
(Maintained/
Disturbed
Wetland)
Wetland 1a No Both 0.05
Impact 2
–
Wetland
1c
Grading Permanent
Bottomland
Hardwood
Forest
Wetland 1c Yes Both 0.031
Impact 2
–
Wetland
1c
Mechanized
Clearing Temporary
Bottomland
Hardwood
Forest
Wetland 1e Yes Both 0.004
Impact 2
–
Wetland
1c
Construction
Access Temporary
PEM
(Maintained/
Disturbed
Wetland
within SS
Easement)
Wetland 1e No Both 0.022
Impact 3
–
Wetland
1e
Grading Permanent
Bottomland
Hardwood
Forest
Wetland 1e Yes Both 0.011
Impact 3
–
Wetland
1e
Mechanized
Clearing Temporary
Bottomland
Hardwood
Forest
Wetland 1e Yes Both 0.012

Page 10 of 25 PCN Form Version 4.3- December 4, 2023
Impact 4
–
Wetland
1g
Construction
Access Temporary
PEM
(Maintained/
Disturbed
Wetland
within SS
Easement)
Wetland 1g No Both 0.04
Impact 5
–
Wetland
1h
Mechanized
Clearing Temporary
Bottomland
Hardwood
Forest
Wetland 1h Yes Both 0.007
Impact 6
–
Wetland
1h
Mechanized
Clearing Temporary
Bottomland
Hardwood
Forest/
Riverine
Swamp
Forest
Wetland 1h Yes Both 0.15
Impact 6
–
Wetland
1h
Construction
Access Temporary
Non-tidal
Freshwater
Marsh
Wetland 1h No Both 0.03
Impact 7
–
Wetland
1i
Construction
Access Temporary
Non-tidal
Freshwater
Marsh
Wetland 1i No Both 0.07
Impact 9
–
Wetland
1j
Grading
necessary for
floodplain
storage
Temporary
Non-tidal
Freshwater
Marsh
Wetland 1j No Both 0.21
Impact
10
–
Wetland
1k
Mechanized
Clearing Temporary
Bottomland
Hardwood
Forest/
Riverine
Swamp
Forest
Wetland 1k Yes Both 0.02
Impact
10
–
Wetland
1k
Construction
Access Temporary
Non-tidal
Freshwater
Marsh
Wetland 1k No Both 0.18
2g1. Total temporary wetland impacts 0.29 ac
2g2. Total permanent wetland impacts 0.044 ac
2g3. Total wetland impacts 0.33 ac
2h. Type(s) of material being discharged and the amount of each type in cubic yards:
Click to enter text.

Page 11 of 25 PCN Form Version 4.3- December 4, 2023
2i. Comments:
The following is a summary of the proposed impacts:
• Impact 1: Wetland 1a
o 0.002-acre of permanent wetland impacts to Wetland 1a results from grading activities and placement of rip-rap
necessary to perform bank stabilization activities.
o 0.10-acre of temporary impacts to Wetland 1a associated with mechanized clearing necessary to construct the
proposed bank stabilization and stream crossing. A native wetland seed mix will be applied immediately following
construction.
o 0.05-acre of temporary impacts to Wetland 1a associated with construction access necessary to construct the
proposed bank stabilization and stream crossing. A native wetland seed mix will be applied immediately following
construction.

• Impact 2: Wetland 1c
o 0.031-acre of permanent wetland impacts to Wetland 1c results from grading activities necessary to construct a
proposed stream crossing.
o 0.004-acre of temporary wetland impacts to Wetland 1c associated with mechanized clearing necessary to
construct the proposed stream crossing. A native wetland seed mix will be applied immediately following
construction.
o 0.022-acre of temporary wetland impacts to Wetland 1c associated with construction access necessary to
construct the proposed stream crossing. A native wetland seed mix will be applied immediately following
construction.

• Impact 3: Wetland 1e
o 0.011-acre of permanent wetland impacts to Wetland 1e results from grading activities necessary to construct
the proposed greenway.
o 0.012-acre of temporary wetland impacts to Wetland 1e associated with mechanized clearing necessary to
construct the proposed greenway. A native wetland seed mix will be applied immediately following construction.

• Impact 4: Wetland 1g
o 0.04-acre of temporary wetland impacts to Wetland 1g associated with construction access necessary to
construct the proposed greenway. A native wetland seed mix will be applied immediately following construction.

• Impact 5: Wetland 1h
o 0.007-acre of temporary wetland impacts to Wetland 1h associated with mechanized clearing necessary to
construct the proposed greenway. A native wetland seed mix will be applied immediately following construction.

• Impact 6: Wetland 1h
o 0.15-acre of temporary wetland impacts to Wetland 1h associated with mechanized clearing necessary to
construct the proposed greenway. A native wetland seed mix will be applied immediately following construction.
o 0.03-acre of temporary wetland impacts to Wetland 1h associated with construction access necessary to
construct the proposed greenway. A native wetland seed mix will be applied immediately following construction.

• Impact 7: Wetland 1i
o 0.07-acre of temporary wetland impacts to Wetland 1h associated with construction access necessary to
construct the bank stabilization and stream crossing. A native wetland seed mix will be applied immediately
following construction.

• Impact 9: Wetland 1j
o 0.21-acre of temporary wetland impacts to Wetland 1i necessary for compensatory flood storage.
Wetland hydrology will be enhanced through the removal of the topsoil. A native wetland seed mix will be applied
immediately following construction.

• Impact 10: Wetland 1k
o 0.02-acre of temporary wetland impacts to Wetland 1k associated with mechanized clearing necessary to
construct the proposed greenway. A native wetland seed mix will be applied immediately following construction.
o 0.18-acre of temporary wetland impacts to Wetland 1k associated with construction access necessary to
construct the proposed greenway. A native wetland seed mix will be applied immediately following construction.

Page 13 of 25 PCN Form Version 4.3- December 4, 2023

3. Stream Impacts
If there are perennial or intermittent stream/ tributary impacts (including temporary impacts) proposed on the site,
complete this table for all stream/ tributary sites impacted.
** All Perennial or Intermittent streams must be verified by DWR or delegated local government

Site #*
3a
Impact
Reason*
3b.
Impact
Duration*
3c.
Impact Type*
3d.
Stream Name*
3e.
Stream
Type*
3f.
Jurisdiction
Type*
3g.
Stream Width
(avg ft) *
3h.
Impact length
(linear ft) *
S1 Impact 8 –
Stream 1 Permanent Bank
Stabilization Stream 1 Perennial Both 30 140
S2 Impact 8a –
Stream 1 Permanent Bank
Stabilization Stream 1 Perennial Both 30 88
S3 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S4 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S5 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S6 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S7 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S8 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S9 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S10 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S11 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S12 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S13 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S14 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S15 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S16 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S17 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S18 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S19 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
S20 Click to enter Temp/ Perm Choose one Click to enter Per/Int Choose one Click to enter Click to enter
3i1. Total jurisdictional ditch
impact: Click to enter. linear ft
3i2. Total permanent stream
impacts: 228 linear ft
3i3. Total temporary stream
impacts: Click to enter. linear ft
3i4. Total stream and ditch
impacts: Click to enter. linear ft

Page 14 of 25 PCN Form Version 4.3- December 4, 2023
3j. Comments:
The proposed project seeks authorization under NWP 13 for stream impacts associated with bank stabilization.
The following is a summary of the proposed impacts:

• Impact 8a: Stream 1
o 88 LF/0.004-acre of permanent impacts to Stream 1 (Clarke Creek) associated with bank stabilization. The
banks will be graded back to a sustainable slope and planted with native riparian vegetation in order to reduce
bank erosion.

• Impact 8b: Stream 1
o 140 LF/0.006-acre of permanent impacts to Stream 1 (Clarke Creek) associated with bank stabilization. The
banks will be graded back to a sustainable slope and planted with native riparian vegetation in order to reduce
bank erosion.

Page 15 of 25 PCN Form Version 4.3- December 4, 2023
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., individually list all open water impacts in the table below.
4a.
Site #*
4a1.
Impact Reason
4b.
Impact
Duration*
4c.
Waterbody Name*
4d.
Activity Type*
4e.
Waterbody
Type*
4f.
Impact area
(ac)*
O1 Click to enter. Temp/ Perm Click to enter. Choose one Choose one Click to enter.
O2 Click to enter. Temp/ Perm Click to enter. Choose one Choose one Click to enter.
O3 Click to enter. Temp/ Perm Click to enter. Choose one Choose one Click to enter.
O4 Click to enter. Temp/ Perm Click to enter. Choose one Choose one Click to enter.
O5 Click to enter. Temp/ Perm Click to enter. Choose one Choose one Click to enter.
4g. Total temporary open water impacts Click to enter. ac
4g. Total permanent open water impacts Click to enter. ac
4g. Total open water impacts Click to enter. ac
4h. Comments:
Click to enter.

5. Pond or Lake Construction
If pond or lake construction is proposed, complete the table below. (*This does NOT include offline stormwater
management ponds.)
5a.
Pond ID
#
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (ac)
5d.
Stream Impacts (ft)
5e.
Upland
Impacts (ac) Flooded Filled Excavated Flooded Filled Excavated
P1 Choose one Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
P2 Choose one Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
P3 Choose one Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
5f. Total Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
Click to
enter.
5g. Comments:
Click to enter.
5h. Is a dam high hazard permit required? ☐ Yes ☐ No
If yes, permit ID no.: Click to enter.
5i. Expected pond surface area (acres): Click to enter.
5j. Size of pond watershed (acres): Click to enter.
5k. Method of construction:
Click to enter.

Page 16 of 25 PCN Form Version 4.3- December 4, 2023

6. Buffer Impacts (DWR requirement)
If project will impact a protected riparian buffer, then complete the chart below. Individually list all buffer impacts.
6a. Project is in which protected basin(s)?
* (Check all that apply.)
☐ Neuse ☐ Tar-Pamlico ☐ Catawba
☐ Jordan ☐ Goose Creek ☐ Randleman
☐ Other: Click to enter.

Site #*
6b.
Impact Type*
6c.
Impact Duration*
6d.
Stream Name*
6e.
Buffer
Mitigation
Required?*
6f.
Zone 1 Impact*
(sq ft)
6g.
Zone 2 Impact*
(sq ft)
B1 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B2 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B3 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B4 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B5 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B6 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B7 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B8 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B9 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B10 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B11 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B12 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B13 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B14 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B15 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B16 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B17 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B18 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B19 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
B20 Choose one Temp/ Perm Click to enter. Y/N Click to enter. Click to enter.
6h. Total temporary impacts: Zone 1: Click to enter. sq ft Zone 2: Click to enter. sq ft
6h. Total permanent impacts: Zone 1: Click to enter. sq ft Zone 2: Click to enter. sq ft
6h. Total combined buffer impacts: Zone 1: Click to enter. sq ft Zone 2: Click to enter. sq ft
6i. Comments:
Click to enter.
Please attach supporting documentation (impact maps, plan sheets, etc.) for the proposed project.

Page 17 of 25 PCN Form Version 4.3- December 4, 2023
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts through project design: *
Avoidance and minimization efforts were implemented during development planning and design to the greatest
extent practicable to reduce the overall impacts on the aquatic environment while staying within nationwide
permit thresholds. The final plan demonstrates maximum avoidance and minimization efforts by reducing the
proposed stream and wetland impacts. The rationale to support avoidance and minimization efforts includes the
following:

• The crossings of Stream 1 will utilize bridges instead of box culverts to avoid impacts to the stream bed.

• Permanent impacts associated with the construction of the bridges will be completely avoided by utilizing
a timber-pile-supported boardwalk. The boardwalk structures will be installed by implementing a top-down
construction technique.

• Rip-rap associated with the bank stabilization at the crossing of Stream 1 in the northern portion of the
subject propoerty will be pushed or "keyed" into the banks and will not be placed below the ordinary high water
mark (OHWM) to avoid impacts to the stream channel.

• Temporary impacts have been minimized to the greatest extent practicable to meet the needs of the
project and do not pose adverse alterations to the existing wetlands. A native wetland seed mix will be applied
immediately following construction to establish a native wetland vegetative community and provide initial
stabilization.

• Avoidance of the remaining 3.76-acres of wetlands on-site.

• Avoidance of the remaining 1,367 LF of streams on-site.
1b. Specifically describe measures taken to avoid or minimize proposed impacts through construction techniques: *
Special care and consideration will be implemented, to the greatest extent practicable, in areas immediately
adjacent to the creek in order to prevent incidental fallback. Temporary erosion control measures, including but
not limited to skimmer basins and silt fence, will be implemented to minimize sediment laden runoff from exiting
the site.

2. Compensatory Mitigation for Impacts to Waters of the U.S., Waters of the State, or Riparian Buffers
2a. If compensatory mitigation is required, by whom is it required? *
(check all that apply)
☒ DWR ☒ Corps
2b. If yes, which mitigation option(s) will be used for this
project? * (check all that apply)
☐ Mitigation Bank
☒ In Lieu Fee Program
☐ Permittee Responsible Mitigation

3. Complete if using a Mitigation Bank (Must satisfy NC General Statute143-214.11 (d1).)
3a. Name of mitigation bank: Click to enter.
3b. Credits purchased/requested: Type: Choose one Quantity Click to enter.
Type: Choose one Quantity Click to enter.
Type: Choose one Quantity Click to enter.
Attach receipt and/or approval letter.

Page 18 of 25 PCN Form Version 4.3- December 4, 2023
3c. Comments:
Click to enter.

4. Complete if Using an In Lieu Fee Program
4a. Attach approval letter from in lieu fee program.
4b. Stream mitigation requested: Click to enter. linear feet
4c. If using stream mitigation, what is the stream temperature: Choose one
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington
District’s RIBITS website: (Please use the filter and select Wilmington district)
https://ribits.usace.army.mil/ribits_apex/f?p=107:27:2734709611497::NO:RP:P27_BUTTON_KEY:0
4d. Buffer mitigation requested (DWR only): Click to enter. square feet
4e. Riparian wetland mitigation requested: 0.30 acres
4f. Non-riparian wetland mitigation requested: Click to enter. acres
4g. Coastal (tidal) wetland mitigation requested: Click to enter. acres
4h. Comments:
Please see the attached letter of acceptance from NCDMS.

• Impact 1: Wetland 1a.
o 0.10-acre of temporary impacts to Wetland 1a associated with mechanized clearing necessary to construct the
proposed bank stabilization and stream crossing. A native wetland seed mix will be applied immediately
following construction. This impact is considered a permanent conversion therefore, 1:1 mitigation is proposed.

• Impact 2: Wetland 1c
o 0.004-acre of temporary wetland impacts to Wetland 1c associated with mechanized clearing necessary to
construct the proposed stream crossing. A native wetland seed mix will be applied immediately following
construction. This impact is considered a permanent conversion therefore, 1:1 mitigation is proposed.

• Impact 3: Wetland 1e
o 0.012-acre of temporary wetland impacts to Wetland 1e associated with mechanized clearing necessary to
construct the proposed greenway. A native wetland seed mix will be applied immediately following construction.
This impact is considered a permanent conversion therefore, 1:1 mitigation is proposed.

• Impact 5: Wetland 1h
o 0.007-acre of temporary wetland impacts to Wetland 1h associated with mechanized clearing necessary to
construct the proposed greenway. A native wetland seed mix will be applied immediately following construction.
This impact is considered a permanent conversion therefore, 1:1 mitigation is proposed.

• Impact 6: Wetland 1h
o 0.15-acre of temporary wetland impacts to Wetland 1h associated with mechanized clearing necessary to
construct the proposed greenway. A native wetland seed mix will be applied immediately following construction.
This impact is considered a permanent conversion therefore, 1:1 mitigation is proposed.

• Impact 10: Wetland 1k
o 0.02-acre of temporary wetland impacts to Wetland 1k associated with mechanized clearing necessary to
construct the proposed greenway. A native wetland seed mix will be applied immediately following construction.
This impact is considered a permanent conversion therefore, 1:1 mitigation is proposed.

5. Complete if Providing a Permittee Responsible Mitigation Plan

Page 19 of 25 PCN Form Version 4.3- December 4, 2023
5a. If proposing a permittee responsible mitigation plan, provide a description of the proposed mitigation plan,
including mitigation credits generated.
Click to enter.
5b. Attach mitigation plan/documentation.

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – DWR requirement
6a. Will the project result in an impact within a protected riparian buffer
that requires buffer mitigation? ☐ Yes ☐ No
If yes, please complete this entire section – please contact DWR for more information.
6b. If yes, identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required in the table below.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)

Multiplier
6e.
Required mitigation
(square feet)
Zone 1 Click to enter. Click to enter. Choose one Click to enter.
Zone 2 Click to enter. Click to enter. Choose one Click to enter.
6f. Total buffer mitigation required Click to enter.
6g. If buffer mitigation is required, is payment to a mitigation bank or
NC Division of Mitigation Services proposed? ☐ Yes ☐ No
6h. If yes, attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services.
6i. Comments:
Click to enter.

Page 20 of 25 PCN Form Version 4.3- December 4, 2023
F. Stormwater Management and Diffuse Flow Plan (DWR requirement)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers
identified within one of the NC Riparian Buffer Protection Rules? ☐ Yes ☒ No
1b. All buffer impacts and high ground impacts require diffuse flow or other form of stormwater treatment. If the
project is subject to a state implemented riparian buffer protection program, include a plan that fully documents
how diffuse/dispersed flow will be maintained.
All Stormwater Control Measures (SCM) must be designed in accordance with the NC Stormwater Design
Manual (https://deq.nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-permit-
guidance/stormwater-bmp-manual).
Associated supplement forms and other documentation must be provided.
What Type of SCM are you
providing?
(Check all that apply)
☐ Level Spreader
☐ Vegetated Conveyance (lower seasonal high water table- SHWT)
☐ Wetland Swale (higher SHWT)
☐ Other SCM that removes minimum 30% nitrogen
☐ Proposed project will not create concentrated stormwater flow through the
buffer
For a list of options to meet the diffuse flow requirements, click here.
Attach diffuse flow documentation.

2. Stormwater Management Plan
2a. Is this an NCDOT project subject to compliance with NCDOT’s
Individual NPDES permit NCS000250? * ☐ Yes ☒ No
2b. Does this project meet the requirements for low density projects as
defined in 15A NCAC 02H .1003(2)? * ☒ Yes ☐ No
To look up low density requirements, click here:
http://reports.oah.state.nc.us/ncac/title%2015a%20-%20environmental%20quality/chapter%2002%20-
%20environmental%20management/subchapter%20h/15a%20ncac%2002h%20.1003.pdf
2c. Does this project have a stormwater management plan (SMP)
reviewed and approved under a state stormwater program or state-
approved local government stormwater program? *
☐ Yes ☐ No
☐ n/a – project disturbs < 1 acre
Note: Projects that have vested rights, exemptions, or grandfathering from state or locally implemented
stormwater programs or projects that satisfy state or locally-implemented stormwater programs through use of
community in-lieu programs should answer “no” to this question.
2d. Which of the following stormwater management program(s) apply?
(Check all that apply.)*
☐ Local Government
☐ State
If you have local government approval, please include the SMP on their overall impact map.
Local Government Stormwater Programs * ☐ Phase II ☐ USMP
☐ NSW ☐ Water Supply

Page 21 of 25 PCN Form Version 4.3- December 4, 2023
Please identify which local government stormwater program you are using. *
Click to enter.
State Stormwater Programs * ☐ Phase II ☐ HQW or ORW
☐ Coastal Counties ☐ Other
Comments:
Linear public transportation projects are required to treat stormwater runoff to the Maximum Extent Practicable in
accordance with the practices described in the NCDOT Best Management Practices (BMP) Manual. Diffuse flow
will be implemented to provide proper drainage and water treatment.

Page 22 of 25 PCN Form Version 4.3- December 4, 2023

G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local)
funds or the use of public (federal/state) land? * ☒ Yes ☐ No
1b. 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 (North Carolina) Environmental
Policy Act (NEPA/SEPA)? *
☒ Yes ☐ No
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:
The Categorical Exclusion has not been finalized by the state clearing house. A copy of the final approval letter
can be provided upon request.

2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A
NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300),
Federally Non-Jurisdictional Wetlands /Classified Surface Waters
(15A NCAC 2H. 1400) DW R Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
☐ Yes ☒ No
2b. If you answered “yes” to the above question, provide an explanation of the violation(s):
Click to enter.

3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future
impacts) result in additional development, which could impact nearby
downstream water quality? *
☐ Yes ☒ No
3b. If you answered “no”, provide a short narrative description:
Future phases of this project are not anticipated to have negative effects on downstream water quality.
Greenway projects typically do not result in additional development.
3c. If yes, provide a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWR
policy. (Attach .pdf)

4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project? * ☐ Yes ☐ No ☒ N/A

Page 23 of 25 PCN Form Version 4.3- December 4, 2023
4b. If yes, describe in detail the treatment methods and dispositions (non-discharge or discharge) of wastewater
generated from the proposed project. If the wastewater will be treated at a treatment plant, list the capacity
available at that plant.
Click to enter.

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected
species or habitat? (IPAC weblink: https://www.fws.gov/ipac/ [fws.gov]) * ☒ Yes ☐ No
5b. Have you checked with the USFWS concerning Endangered Species
Act impacts? * ☒ Yes ☐ No
5c. If yes, indicate the USFWS Field Office you have contacted. Asheville
5d. Is another federal agency involved? * ☐ Yes ☒ No ☐ Unknown
If yes, which federal agency? Click to enter.
5e. Is this a DOT project located within Divisions 1-8? * ☐ Yes ☒ No
5f. Will you cut any trees in order to conduct the work in waters of the
U.S.? * ☒ Yes ☐ No
5g. Does this project involve bridge maintenance or removal? * ☐ Yes ☒ No
5g1. If yes, have you inspected the bridge for signs of bat use such as
staining, guano, bats, etc.? Representative photos of signs of bat use
can be found in the NLEB SLOPES, Appendix F, pages 3-7.
☐ Yes ☐ No
Representative photos of signs of bat use can be found in the NLEB SLOPES, Appendix F, pages 3-7. Link to
NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf
If you answered yes to 5g1, did you discover any signs of bat use? * ☐ Yes ☐ No ☐ Unknown
If yes, please show the location of the bridge on the permit drawings/ project plans
5h. Does this project involve the construction/ installation of a wind
turbine(s)? * ☐ Yes ☒ No
If yes, please show the location of the wind turbine(s) on the permit drawings/ project plans (attach .pdf)
5i. Does this project involve blasting and /or other percussive activities
that will be conducted by machines, such as jackhammers,
mechanized pile drivers, etc.? *
☐ Yes ☒ No
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this
activity on the property (attach .pdf)
5j. 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 25, 2023, did indicate known
occurrences of threatened or endangered species occurring within one mile of the project boundary. Kimley-Horn
conducted pedestrian surveys for threatened and endangered species within the project boundary on September 26
and 27, 2023. A concurrence request letter was submitted to the USFWS on December 8, 2023. USFWS responded
on December 29, 2023, and concurred with the MANLAA biological conclusion. USFWS considered "consultation
[under Section 7 of the ESA] to be complete and require no further action at this time."

Page 24 of 25 PCN Form Version 4.3- December 4, 2023
Attach consultation documentation.

6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as
an Essential Fish Habitat? * ☐ Yes ☒ No
Is there submerged aquatic vegetation (SAV) around
the project vicinity? * ☐ Yes ☐ No ☒ Unknown
Will this project affect submerged aquatic vegetation? * ☐ Yes ☐ No ☒ Unknown
Explain: Click to enter.
6b. What data source(s) 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)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data):
http://gis.ncdcr.gov/hpoweb/
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 status (e.g., National Historic Trust designation or
properties significant in North Carolina history and archaeology)? *
☐ Yes ☒ No
7b. What data source(s) 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
January 23, 2024. No documented architectural or historic sites of significance within the project corridor were
identified. A request letter was submitted to SHPO to determine the presence of architectural or historic
resources on January 23, 2024. At the time of this application, a response from NCSHPO has not been received.
7c. Attach historic or prehistoric documentation.

8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search
8a. Will this project occur in a FEMA-designated 100-year floodplain? * ☒ Yes ☐ No
8b. If yes, explain how the project meets FEMA requirements.
The proposed project will meet FEMA requirements through a Floodplain Development Permit and No-Impact
Certification. The implementation of a hydraulically equivalent compensatory storage area in the southern portion of the
project corridor results in no increase in the 100-year base flood elevation.
8c. What source(s) did you use to make the floodplain determination?
FIRM Panel 4670, 4680

Page 25 of 25 PCN Form Version 4.3- December 4, 2023
H. Miscellaneous
Comments:
Click to enter.
Attach pertinent documentation or attachments not previously requested

I. Signature *
☒ By checking the box and signing below, I, as the project proponent, certify to the following:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete, to
the best of my knowledge and belief;
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time;
• The project proponent hereby agrees that submission of this PCN form is a “transaction” subject to Chapter
66, Article 40 of the NC General Statutes (the “Uniform Electronic Transactions Act”);
• The project proponent hereby agrees to conduct this transaction by electronic means pursuant to Chapter 66,
Article 40 of the NC General Statutes (the “Uniform Electronic Transactions Act”);
• The project proponent hereby understands that an electronic signature has the same legal effect and can be
enforced in the same way as a written signature; AND
• As the project proponent, I intend to electronically sign and submit the PCN/online form.
Full Name: * Taylor Kiker
Signature: * Click to enter.
Date: * 05/09/24

BEGIN PROJECT
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DESIGN DEVELOPMENT PLANS
CLARKE CREEK GREENWAY - PHASE A
WINDING WALK NEIGHBORHOOD TO JIM RAMSEUR PARK
ENGINEER:
OWNER:
KIMLEY-HORN AND ASSOCIATES, INC.
200 S TRYON, SUITE 200
CHALOTTE, NC 28202
PHONE: [phone]
CONTACT: TORI GOLASZEWSKI, P.E.
SURVEYOR:
CITY OF CONCORD PARKS AND RECREATION
147 ACADEMY AVENUE NW
PO BOX 308
CONCORD, NC 28026
FAX NUMBER: [phone]
CONTACT: GEORGE BERGER
MAY 2024
VICINITY MAP
CITY OF CONCORD
NTS
TYPE OF WORK:
ASPHALT GREENWAY, GRADING, STORM DRAINAGE, EROSION CONTROL, BOARDWALKS, PREFABRICATED PEDESTRIAN BRIDGES
Horz. Profile ............
Vert. Profile .............
Plan View .................
602040
602040
1248
Cross Section ...........
301020
GRAPHIC SCALES
PROJECT LENGTH = 1.49 MILES
CONCORD, NC
CONCORD ENGINEERING AND SURVEYING, INC. (CESI)
P.O. BOX 268
CONCORD, NC 28026
(704) 791 - 5248
CONTACT: DAVID HAYWOOD
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STD. NO.TITLE
DIVISION 2 - EARTHWORK
200.02 Method of Clearing - Method II
225.02 Guide for Grading Subgrade - Secondary and Local
DIVISION 3 - PIPE CULVERTS
300.01 Method of Pipe Installation
DIVISION 8 - INCIDENTALS
876.02 Guide for Rip Rap at Pipe Outlets
838.11 Brick Endwall for Single and Double Pipe Culverts
840.04 Concrete Open Throat Catch Basin
840.54 Manhole Frame and Cover
DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT
1605.01 Temporary Silt Fence
1606.01 Special Sediment Control Fence
1607.01 Gravel Construction Entrance
1632.02 Rock Inlet Sediment Trap (Type B)
1632.03 Rock Inlet Sediment Trap (Type C)
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS"
HIGHWAY DESIGN BRANCH - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED
JANUARY 2024 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
CONSIDERED A PART OF THESE PLANS:
NCDOT 2024 STANDARD DRAWINGSGENERAL NOTES
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE
ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER
IN ORDER TO SECURE A PROPER TIE-IN.
GRADING AND SURFACING
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
CLEARING
UTILITY OWNERS
THE CONTRACTOR SHALL MAKE EVERY EFFORT TO MAINTAIN ACCESS TO BUSINESSES AND PRIVATE
PROPERTIES AT ALL TIMES.
THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR AS
DIRECTED BY THE ENGINEER.
FENCES
SIDE SLOPES:
EXISTING SANITARY SEWER AND WATER LINE:
TOLERANCE:
CITY OF CONCORD SEWER DEPT
CITY OF CONCORD
WATER RESOURCES
P.O.BOX 308
CONCORD, NC 28026
PHONE: [phone]
PIEDMONT NATURAL GAS
2560 DERITA RD,
CONCORD, NC 28027
PHONE: [phone]
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY (WSACC)
232 DAVIDSON HIGHWAY
CONCORD, NC 28027
PHONE: [phone]
ARBORIST
MULTI-USE PATH FEATURES LEGEND
PROPOSED CUT LINE
PROPOSED CONCRETE PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED BOARDWALK
EASEMENT LEGEND
PERMANENT EASEMENT
TEMPORARY CONSTRUCTION EASEMENTTCE
SURVEY/EXISTING FEATURES LEGEND
TREE
WATER VALVE
LIGHT POLE
SANITARY SEWER MANHOLE
DROP INLET
ELECTRIC POLE
WATER METER
ELECTRIC MANHOLE
CURB INLET
GUY WIRE
WATER HYDRANT
PAVED ROAD
CURB
PAVED PARKING
UNPAVED PARKING
EXISTING PROPERTY LINE
EXISTING RIGHT-OF-WAY
SANITARY SEWER LINE
WATER LINE
STORMWATER LINE
UNDERGROUND COMMUNICATIONS LINE
UNDERGROUND ELECTRIC LINE
FENCING
OVERHEAD ELECTRIC LINE
TREE LINE
GAS LINE
PROPOSED FILL LINE
STREET SIGN
GG GAS VALVE
SANITARY SEWER CLEAN-OUT
COMMUNICATIONS MANHOLE
CR PROPOSED CURB RAMP
PROPOSED RETAINING WALL
PROPOSED STORMWATER PIPE
PROPOSED STORMWATER CATCH BASIN
PROPOSED STORMWATER TRENCH DRAIN
PROPOSED STORMWATER MANHOLE
X X X X X X X PROPOSED FENCE
PROPOSED HYDRANT
PROPOSED WATER VALVE
PROPOSED WATER LINE
PROPOSED PEDESTRIAN LIGHT
PROPOSED BOLLARD LIGHT
PROPOSED WAYFINDING SIGN
PROPOSED PEDESTRIAN BRIDGE
PROPOSED LIMITS OF DISTURBANCE
PROPERTY CORNER
SURVEY CONTROL POINT
EXISTING WETLAND
FEMA 100-YEAR FLOODPLAIN
FEMA FLOODWAY
100FP
CL
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©
PAVEMENT SCHEDULE
CL
J1
T
V1
C1
A1
10' MIN CLEARSEE STRUCTURE PLANS
SHEET ST-01 - ST-19 5'5'
10' MIN CLEAR
5'5'
CL
CL
PGL2:1
EXISTING
GROUND
EXISTING
GROUND
3:1
EXISTING
GROUND
2.0%2.0%
TYPICAL SECTION NO. 1
10' WIDE ASPHALT GREENWAY
BEGIN STATIONALIGNMENT END STATION
-L1-100+29 121+76
-Y2-
-Y3-3000+26 3004+05
-Y4-4000+09 4000+60
-Y1-1007+22 1010+46
0.5'0.5'
C1J1V1
2000+51 2002+62
-Y1-1000+25 1001+00
10.0'2.0'2.0'
TYPICAL SECTION NO. 3
10' WIDE CONCRETE BOARDWALK
BEGIN STATIONALIGNMENT END STATION
-Y4-4000+70 4005+83
-Y4-4006+83 4007+23
-Y1-1001+10 1001+46
TYPICAL SECTION NO. 4
10' WIDE PREFABRICATED PEDESTRIAN BRIDGE
BEGIN STATIONALIGNMENT END STATION
-Y4-4005+83 4006+83
-Y4-4007+23 4008+23
-Y1-1001+46 1002+46
3:1
-Y4-4008+23 4011+48
Z1
INSET 1
-L1- STA. 136+50 TO STA. 137+35
-L1- STA 139+89 TO STA. 140+77
Z1
EXISTING
GROUND
2:1
EXISTING
GROUND
-Y1-1002+46 1007+12
-L1-123+16 149+56
-L1-121+86 123+06
CL
PGL2:1
EXISTING
GROUND
EXISTING
GROUND
3:1
EXISTING
GROUND
2.0%2.0%
TYPICAL SECTION NO. 2
10' WIDE CONCRETE GREENWAY
BEGIN STATIONALIGNMENT END STATION
0.5'0.5'
A1J1V1
10.0'2.0'2.0'
3:1
2:1
EXISTING
GROUND
-Y4-4011+58 4013+00
SEE INSET 1
2.0'
SEE STRUCTURE PLANS
SHEET ST-01 - ST-19
CL
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©
bridge typical
sections
LABEL AREA NEC CLEARANCE
SCH
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STR
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N
W
FALL
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L
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F

D
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SUTR
O

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ELRO
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A
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L
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ARAGORN LANE
COX MILL
ELEMENTARY
P
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N
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MCGRUD
E
N

D
R
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NW
W
A
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W
GAR
A
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T

P
K
W
Y

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W
C
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L

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D
FUTURE
JIM RAMSEUR PARK
WINDING WALK
NEIGHBORHOOD
HIGHLAND CREEK
NEIGHBORHOOD COX MILL
HIGH SCHOOL
ALLEN MILLS
NEIGHBORHOOD
WI
L
B
U
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N
PA
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W
C
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C-
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C-4.10 C-4
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C-4
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C-4.14 C-4.15 C-4.16
-Y1-
-Y2-
-Y3-
-Y4-
-L1-
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NORTH
BEGIN CONSTRUCTION -L1-
STA:100+29.20
BEGIN PROJECT
STA:100+00.00
NORTHING: 606593.36
EASTING: 1480177.09
PROPOSED 10' GREENWAY (-L1-)
PROPOSED 10' GREENWAY (-Y1-)
SEE SHEET C-4.10
-L1- STA:100+34.20=
-Y1- STA:1000+20.41
RIPRAP APRON SEE
DETAIL 3 SHEET C-7.1
REMOVE EXISTING PIPE
100
+
0
0
101+00
102+00
103+00
104+00
105+00
106+
0
0
B
P
:

1
0
0
+
0
0
.
0
0
PC
:

1
0
4
+
9
4
.
0
8
PC
:

1
0
5
+
1
3
.
5
0
P
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:

1
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+
7
5
.
8
5
P
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:

1
0
6
+
0
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.
3
2
P
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:

1
0
0
+
8
0
.
6
5
PC
:

1
0
2
+
1
3
.
8
4
PC
:

1
0
2
+
7
6
.
0
3
PT
:

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+
0
1
.
2
1
P
T
:

1
0
5
+
2
5
.
5
4
P
T
:

1
0
5
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9
3
.
2
6
P
T
:

1
0
6
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1
7
.
8
4
PT
:

1
0
1
+
1
0
.
6
8
PT
:

1
0
2
+
3
3
.
9
7
PT
:

1
0
2
+
9
5
.
1
7
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0
0
0
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0
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0
1
+
0
0
BP:
1
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0
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+
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.
0
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PC:
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6
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3
0402 - OEP
STA: 103+11.33, -31.00 LT
INV: 611.43
46 LF OF
15" RCP @ 5.72%
0401-OTCB
STA: 103+11.27, 15.00 RT
RIM: 617.170
INV: 614.07
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-L1- PROFILE
610
615
620
625
630
610
615
620
625
630
100+00
61
4
.
3
101+00
61
9
.
4
61
9
.
4
2
102+00
61
8
.
1
61
9
.
1
4
103+00
61
4
.
9
61
8
.
8
4
104+00
61
8
.
4
61
8
.
5
4
105+00
61
6
.
9
61
8
.
2
4
106+00
61
8
.
5
61
7
.
6
6
PV
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:

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0
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+
2
9
.
2
0
EL
:

6
1
6
.
9
6
PVI STA:100+81.18
PVI ELEV:619.49
AD:5.17%
K:9.67
50.00' VC
BV
C
S
:

1
0
0
+
5
6
.
1
8
BV
C
E
:

6
1
8
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2
8
EV
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:

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0
1
+
0
6
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1
8
EV
C
E
:

6
1
9
.
4
2
HIGH POINT ELEV: 619.42
HIGH POINT STA: 101+03.28
PVI STA:105+69.06
PVI ELEV:618.03
AD:0.90%
K:55.39
50.00' VC
BV
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S
:

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4
4
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0
6
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EXISTING GRADE
PROPOSED GRADE
BEGIN CONSTRUCTION -L1-
STA:100+29.34
ELEV:616.95
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PROPOSED 10' GREENWAY (-L1-)
PROPOSED 10' CONNECTION (-Y2-)
SEE SHEET C-4.13
PROPOSED CONCRETE SWALE BRIDGE
SEE DETAIL 2 SHEET C-7.1
PROPOSED CONCRETE SWALE BRIDGE
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EXISTING WETLAND
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2
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200
1
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2
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0
0
BP: 2000+
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0
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0
0
PC: 2000
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6
1
.
4
5
PC
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2
0
0
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4
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3
7
PT
:

2
0
0
0
+
8
7
.
7
8
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-L1- PROFILE
605
610
615
620
625
605
610
615
620
625
106+00
61
8
.
5
61
7
.
6
6
107+00
61
6
.
7
61
6
.
4
6
108+00
61
5
.
8
61
5
.
5
7
109+00
61
6
.
0
61
6
.
3
6
110+00
61
6
.
7
61
8
.
5
2
111+00
61
3
.
3
61
5
.
4
3
112+00
61
2
.
7
61
5
.
2
4
PVI STA:107+58.85
PVI ELEV:615.75
AD:0.76%
K:65.43
50.00' VC
BV
C
S
:

1
0
7
+
3
3
.
8
5
BV
C
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6
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8
3
.
8
5
EV
C
E
:

6
1
5
.
6
4
PVI STA:108+64.61
PVI ELEV:615.28
AD:3.47%
K:14.39
50.00' VC
BV
C
S
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0
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6
1
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LOW POINT ELEV: 615.38
LOW POINT STA: 108+45.93
PVI STA:111+12.17
PVI ELEV:614.98
AD:3.56%
K:14.06
50.00' VC
BV
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0
5
LOW POINT ELEV: 615.04
LOW POINT STA: 111+32.95
PVI STA:109+87.83
PVI ELEV:619.02
AD:6.29%
K:7.95
50.00' VC
BV
C
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HIGH POINT ELEV: 618.63
HIGH POINT STA: 109+86.95
EXISTING GRADE
PROPOSED GRADE
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Hor. Scale:1"=20' | Vert. Scale:1"=2'
-L1- PROFILE
605
610
615
620
625
605
610
615
620
625
112+00
61
2
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7
61
5
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2
4
113+00
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115+00
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116+00
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117+00
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61
5
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118+00
61
2
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2
61
3
.
8
2
PVI STA:114+37.34
PVI ELEV:615.95
AD:0.35%
K:143.07
50.00' VC
BV
C
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1
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1
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6
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:

6
1
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1
1
PVI STA:115+73.25
PVI ELEV:616.83
AD:1.98%
K:25.26
50.00' VC
BV
C
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:

1
1
5
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4
8
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2
5
BV
C
E
:

6
1
6
.
6
7
EV
C
S
:

1
1
5
+
9
8
.
2
5
EV
C
E
:

6
1
6
.
5
0
HIGH POINT ELEV: 616.72
HIGH POINT STA: 115+64.66
EXISTING GRADE
PROPOSED GRADE
PROP. 18" RCP CLASS IV
INV:612.217
SA
N
I
T
A
R
Y

S
E
W
E
R

L
I
N
E

C
R
O
S
S
I
N
G
EX
.

8
"

R
C
P

I
N
V
.

5
9
7
.
9
3
9
SA
N
I
T
A
R
Y

S
E
W
E
R

L
I
N
E

C
R
O
S
S
I
N
G
EX
.

8
"

R
C
P

I
N
V
.

5
9
7
.
8
9
2
PROPOSED 10' GREENWAY (-L1-)
RIPRAP APRON SEE
DETAIL 3 SHEET C-7.1
REMOVE EXISTING FENCE
1
1
2
+
0
0
1
1
3
+
0
0
114+00
115+00
116+
0
0
117
+
0
0
118+0
0
PC: 11
2
+
0
7
.
8
0
PC
:

1
1
5
+
2
4
.
6
5
P
C
:

1
1
7
+
4
8
.
6
0
P
C
:

1
1
6
+
3
1
.
0
1
PT
:

1
1
3
+
9
1
.
1
4
P
T
:

1
1
5
+
5
6
.
4
2
P
T
:

1
1
6
+
4
5
.
4
8
20
0
2
+
0
0
PC: 2001+94.37
0404 - OEP
STA: 113+88.43, -26.90 LT
INV: 610.94
0403 - HW
STA: 113+88.34, 12.97 RT
RIM: 615.330
INV: 612.83
40 LF OF
18" RCP @ 4.74%
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
PL
A
N

&

P
R
O
F
I
L
E
C-4.3
©
MA
T
C
H
L
I
N
E

S
T
A
:

1
1
8
+
0
0
,

S
E
E

S
H
E
E
T

C-
4
.
4
MATC
H
L
I
N
E

S
T
A
:

1
1
2
+
0
0
,

S
E
E

S
H
E
E
T

C-4.2NOR
T
H
PROPOSED 10' GREENWAY (-L1-)
END CONCRETE APPROACH SLAB
BEGIN BOARDWALK
STA:121+86.06'
END BOARDWALK
BEGIN CONCRETE APPROACH SLAB
STA:123+05.97'
END ASPHALT
BEGIN CONCRETE APPROACH SLAB
STA:121+76.06'
END CONCRETE APPROACH SLAB
BEGIN ASPHALT
STA:123+15.97'
STRUCTURE 1
SEE STRUCTURE PLANS
ST-01 - ST-19
EXISTING WETLAND
EX
I
S
T
I
N
G

W
E
T
L
A
N
D
1
1
7
+
0
0
118
+
0
0
119+00
1
2
0
+
0
0
121+00
122+
0
0
123
+
0
0
1
2
4
+
0
0
P
C
:

1
2
2
+
8
5
.
0
9
PC
:

1
1
9
+
4
5
.
6
5
PC: 12
0
+
4
7
.
9
4
PC: 1
1
7
+
4
8
.
6
0
PT: 123+72.3
8
PT: 12
0
+
0
7
.
2
8
P
T
:

1
2
1
+
3
6
.
4
5
PT
:

1
1
8
+
4
6
.
3
2
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-L1- PROFILE
600
605
610
615
620
600
605
610
615
620
118+00
61
2
.
2
61
3
.
8
2
119+00
61
3
.
0
61
2
.
4
9
120+00
60
9
.
8
61
1
.
1
6
121+00
60
9
.
9
60
9
.
8
3
122+00
60
5
.
8
61
0
.
0
4
123+00
60
7
.
5
61
1
.
0
4
PVI STA:121+33.73
PVI ELEV:609.38
AD:2.33%
K:21.46
50.00' VC
BV
C
S
:

1
2
1
+
0
8
.
7
3
BV
C
E
:

6
0
9
.
7
1
EV
C
S
:

1
2
1
+
5
8
.
7
3
EV
C
E
:

6
0
9
.
6
3
LOW POINT ELEV: 609.52
LOW POINT STA: 121+37.27
EXISTING GRADE
PROPOSED GRADE
BE
G
I
N
B
O
A
R
D
W
A
L
K
ST
A
:
1
2
1
+
8
6
.
0
6
EL
E
V
:
6
0
9
.
9
0
STRUCTURE #1
SEE STRUCTURE PLANS ST-01 - ST-19
SA
N
I
T
A
R
Y

S
E
W
E
R

L
I
N
E

C
R
O
S
S
I
N
G
EX
.

8
"

R
C
P

I
N
V
.

5
9
7
.
5
7
6
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
PL
A
N

&

P
R
O
F
I
L
E
C-4.4
©
M
A
T
C
H
L
I
N
E

S
T
A
:

1
2
3
+
0
0
,

S
E
E

S
H
E
E
T

C
-
4
.
5
M
A
T
C
H
L
I
N
E

S
T
A
:

1
1
8
+
0
0
,

S
E
E

S
H
E
E
T

C-
4
.
3
N
O
R
T
H
Impact 2 -Wetland 1c
Temporary Impact
Permanent Conversion
(0.004-acre)
Impact 2 - Wetland 1c
(NWP #14)
Grading/Fill
0.031-acre - Permanent
Impact 2 -Wetland 1c
Temporary impact
Non-Conversion
(0.022-acre)
Impact 2 -Wetland 1c
Temporary Impact
Non-Conversion
(0.022-acre)
Impact 2 -Wetland 1c
Temporary Impact
Permanent Conversion
(0.004-acre)
PROPOSED 10' GREENWAY (-L1-)
END BOARDWALK
BEGIN CONCRETE APPROACH SLAB
STA:123+05.97'
END CONCRETE APPROACH SLAB
BEGIN ASPHALT
STA:123+15.97'
EXISTING WETLAND
REMOVE EXISTING FENCE
123
+
0
0
124+
0
0
125+
0
0
126+00
127
+
0
0
12
8
+
0
0
1
2
9
+
0
0
PC
:

1
2
2
+
8
5
.
0
9
P
C
:

1
2
5
+
1
9
.
5
5
PC
:

1
2
7
+
4
7
.
1
1
P
T
:

1
2
3
+
7
2
.
3
8
PT
:

1
2
6
+
7
4
.
0
1
PT:

1
2
7
+
9
2
.
4
5
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-L1- PROFILE
605
610
615
620
625
605
610
615
620
625
123+00
60
7
.
5
61
1
.
0
4
124+00
61
0
.
9
61
1
.
2
6
125+00
61
0
.
5
61
0
.
5
2
126+00
61
2
.
4
61
2
.
6
2
127+00
61
6
.
0
61
5
.
7
7
128+00
61
5
.
6
61
5
.
3
5
129+00
61
4
.
4
61
4
.
9
3
PVI STA:124+72.03
PVI ELEV:610.09
AD:3.19%
K:15.65
50.00' VC
BV
C
S
:

1
2
4
+
4
7
.
0
3
BV
C
E
:

6
1
0
.
5
0
EV
C
S
:

1
2
4
+
9
7
.
0
3
EV
C
E
:

6
1
0
.
4
8
LOW POINT ELEV: 610.29
LOW POINT STA: 124+72.60
PVI STA:125+83.81
PVI ELEV:611.83
AD:3.13%
K:15.96
50.00' VC
BV
C
S
:

1
2
5
+
5
8
.
8
1
BV
C
E
:

6
1
1
.
4
4
EV
C
S
:

1
2
6
+
0
8
.
8
1
EV
C
E
:

6
1
3
.
0
0
PVI STA:123+70.43
PVI ELEV:611.75
AD:2.63%
K:18.98
50.00' VC
BV
C
S
:

1
2
3
+
4
5
.
4
3
BV
C
E
:

6
1
1
.
5
0
EV
C
S
:

1
2
3
+
9
5
.
4
3
EV
C
E
:

6
1
1
.
3
4
HIGH POINT ELEV: 611.59
HIGH POINT STA: 123+64.42
PVI STA:126+70.36
PVI ELEV:615.89
AD:5.11%
K:9.78
50.00' VC
BV
C
S
:

1
2
6
+
4
5
.
3
6
BV
C
E
:

6
1
4
.
7
2
EV
C
S
:

1
2
6
+
9
5
.
3
6
EV
C
E
:

6
1
5
.
7
9
HIGH POINT ELEV: 615.80
HIGH POINT STA: 126+91.28
EXISTING GRADE
PROPOSED GRADE
EN
D

B
O
A
R
D
W
A
L
K
ST
A
:
1
2
3
+
0
5
.
9
7
EL
E
V
:
6
1
1
.
1
0
SA
N
I
T
A
R
Y

S
E
W
E
R

L
I
N
E

C
R
O
S
S
I
N
G
EX
.

8
"

R
C
P

I
N
V
.

5
9
7
.
4
9
1
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
PL
A
N

&

P
R
O
F
I
L
E
C-4.5
©
MA
T
C
H
L
I
N
E

S
T
A
:

1
2
9
+
0
0
,

S
E
E

S
H
E
E
T

C-4
.
6
MA
T
C
H
L
I
N
E

S
T
A
:

1
2
3
+
0
0
,

S
E
E

S
H
E
E
T

C-4
.
4
NOR
T
H
PROPOSED 10' GREENWAY (-L1-)
EXISTING WETLAND
12
9
+
0
0
13
0
+
0
0
131+00
13
2
+
0
0
133+00
134+00
135
+
0
0
PC
:

1
3
0
+
1
3
.
1
8
P
C
:

1
3
1
+
4
5
.
5
8
PC
:

1
3
2
+
2
8
.
4
9
P
C
:

1
3
3
+
5
6
.
2
2
P
T
:

1
3
1
+
3
1
.
5
4
PT
:

1
3
2
+
0
4
.
6
5
P
T
:

1
3
3
+
4
1
.
6
3
P
T
:

1
3
5
+
5
5
.
9
8
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-L1- PROFILE
605
610
615
620
625
605
610
615
620
625
129+00
61
4
.
4
61
4
.
9
3
130+00
61
3
.
4
61
3
.
9
3
131+00
61
3
.
3
61
2
.
6
6
132+00
61
1
.
9
61
1
.
6
6
133+00
61
1
.
6
61
1
.
2
4
134+00
61
2
.
3
61
2
.
5
3
135+00
61
2
.
0
61
1
.
7
6
PVI STA:131+68.55
PVI ELEV:611.79
AD:0.85%
K:58.90
50.00' VC
BV
C
S
:

1
3
1
+
4
3
.
5
5
BV
C
E
:

6
1
2
.
1
1
EV
C
S
:

1
3
1
+
9
3
.
5
5
EV
C
E
:

6
1
1
.
6
9
PVI STA:133+44.39
PVI ELEV:611.06
AD:3.16%
K:15.83
50.00' VC
BV
C
S
:

1
3
3
+
1
9
.
3
9
BV
C
E
:

6
1
1
.
1
6
EV
C
S
:

1
3
3
+
6
9
.
3
9
EV
C
E
:

6
1
1
.
7
4
LOW POINT ELEV: 611.15
LOW POINT STA: 133+26.01
PVI STA:129+30.58
PVI ELEV:614.81
AD:0.85%
K:58.84
50.00' VC
BV
C
S
:

1
2
9
+
0
5
.
5
8
BV
C
E
:

6
1
4
.
9
1
EV
C
S
:

1
2
9
+
5
5
.
5
8
EV
C
E
:

6
1
4
.
4
9
PVI STA:134+13.78
PVI ELEV:612.96
AD:4.13%
K:12.10
50.00' VC
BV
C
S
:

1
3
3
+
8
8
.
7
8
BV
C
E
:

6
1
2
.
2
7
EV
C
S
:

1
3
4
+
3
8
.
7
8
EV
C
E
:

6
1
2
.
6
1
HIGH POINT ELEV: 612.73
HIGH POINT STA: 134+21.94
EXISTING GRADE
PROPOSED GRADE
SA
N
I
T
A
R
Y

S
E
W
E
R

L
I
N
E

C
R
O
S
S
I
N
G
EX
.

8
"

R
C
P

I
N
V
.

5
9
7
.
0
1
6
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
PL
A
N

&

P
R
O
F
I
L
E
C-4.6
©
M
A
T
C
H
L
I
N
E

S
T
A
:

1
3
5
+
0
0
,

S
E
E

S
H
E
E
T

C
-
4
.
7
MA
T
C
H
L
I
N
E

S
T
A
:

1
2
9
+
0
0
,

S
E
E

S
H
E
E
T

C-4
.
5
NO
R
T
H
Impact 3 -Wetland 1e
NWP #14
Grading Fill
(0.011-acre)
Impact 3 -Wetland 1e
Temporary Impact
Permanent Conversion
(0.006-acre)
Impact 3 -Wetland 1e
Temporary Impact
Permanent Conversion
(0.003-acre)
Impact 3 - Wetland 1e
Temporary Impact
Permanent Conversion
(0.003-acre)
ALL TEPMPORARY IMPACTS
DENOTED ON SHEETS 4.5 & 4.6
ARE COMBINED IN
PCN FORM/IMPACT TABLES
PROPOSED 10' GREENWAY (-L1-)
BEGIN RETAINING WALL
STA:139+88.58'
END RETAINING WALL
STA:140+76.54'BEGIN RETAINING WALL
STA:136+49.54'
END RETAINING WALL
STA:137+35.16'
EXISTING WETLAND
SEE SHEET RW-01
FOR MORE DETAILS
SEE SHEET RW-02
FOR MORE DETAILS
135+00
136+00
137+00
138+
0
0
139+00
140+00
141+0
0
PC
:

1
3
8
+
0
5
.
3
1
P
C
:

1
4
0
+
9
6
.
8
8
P
C
:

1
4
0
+
1
9
.
4
6
PC
:

1
3
7
+
4
2
.
1
2
PC
:

1
3
6
+
4
6
.
1
0
PC
:

1
3
6
+
2
2
.
3
3
P
T
:

1
3
9
+
1
4
.
0
9
P
T
:

1
4
0
+
3
9
.
7
2
PT
:

1
3
5
+
5
5
.
9
8
PT
:

1
3
7
+
6
1
.
8
6
PT
:

1
3
6
+
6
4
.
3
8
PT
:

1
3
6
+
3
7
.
5
0
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-L1- PROFILE
605
610
615
620
625
605
610
615
620
625
135+00
61
2
.
0
61
1
.
7
6
136+00
61
1
.
4
61
1
.
3
7
137+00
61
2
.
8
61
2
.
1
9
138+00
61
1
.
2
61
1
.
2
8
139+00
61
0
.
7
61
1
.
0
3
140+00
61
2
.
1
61
1
.
8
3
141+00
61
1
.
7
61
2
.
6
2
PVI STA:135+69.56
PVI ELEV:610.79
AD:3.30%
K:15.15
50.00' VC
BV
C
S
:

1
3
5
+
4
4
.
5
6
BV
C
E
:

6
1
1
.
1
4
EV
C
S
:

1
3
5
+
9
4
.
5
6
EV
C
E
:

6
1
1
.
2
7
LOW POINT ELEV: 610.99
LOW POINT STA: 135+65.64
PVI STA:138+61.68
PVI ELEV:610.72
AD:1.72%
K:29.13
50.00' VC
BV
C
S
:

1
3
8
+
3
6
.
6
8
BV
C
E
:

6
1
0
.
9
5
EV
C
S
:

1
3
8
+
8
6
.
6
8
EV
C
E
:

6
1
0
.
9
2
LOW POINT ELEV: 610.83
LOW POINT STA: 138+63.17
PVI STA:136+61.28
PVI ELEV:612.54
AD:2.82%
K:17.74
50.00' VC
BV
C
S
:

1
3
6
+
3
6
.
2
8
BV
C
E
:

6
1
2
.
0
6
EV
C
S
:

1
3
6
+
8
6
.
2
8
EV
C
E
:

6
1
2
.
3
1
HIGH POINT ELEV: 612.39
HIGH POINT STA: 136+70.15
PVI STA:141+34.59
PVI ELEV:612.92
AD:1.92%
K:52.17
100.00' VC
BV
C
S
:

1
4
0
+
8
4
.
5
9
BV
C
E
:

6
1
2
.
5
2
EXISTING GRADE
PROPOSED GRADE
SA
N
I
T
A
R
Y

S
E
W
E
R

L
I
N
E

C
R
O
S
S
I
N
G
EX
.

8
"

R
C
P

I
N
V
.

5
9
6
.
5
3
0
SA
N
I
T
A
R
Y

S
E
W
E
R

L
I
N
E

C
R
O
S
S
I
N
G
EX
.

8
"

R
C
P

I
N
V
.

5
9
6
.
5
6
8
SA
N
I
T
A
R
Y

S
E
W
E
R

L
I
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E

C
R
O
S
S
I
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G
EX
.

8
"

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C
P

I
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V
.

5
9
6
.
5
1
8
CL
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GR
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W
A
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PR
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C
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A
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C-4.7
©
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A
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S
T
A
:

1
4
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0
,

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S
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T

C
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8
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:

1
3
5
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0
0
,

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T

C-
4
.
6
NORTH
Impact 3 -Wetland 1e
NWP #14
Grading Fill
(0.011-acre)
Impact 3 - Wetland 1e
Temporary Impact
Permanent Conversion
(0.003-acre)
ALL TEPMPORARY IMPACTS
DENOTED ON SHEETS 4.5 & 4.6
ARE COMBINED IN
PCN FORM/IMPACT TABLES
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-L1- PROFILE
600
605
610
615
620
600
605
610
615
620
141+00
61
1
.
7
61
2
.
6
2
142+00
61
1
.
7
61
2
.
2
0
143+00
61
0
.
1
61
0
.
2
3
144+00
60
8
.
4
60
8
.
6
7
145+00
60
7
.
7
60
8
.
2
1
146+00
60
6
.
6
60
6
.
5
8
147+00
60
5
.
8
60
6
.
5
8
PVI STA:143+59.91
PVI ELEV:608.08
AD:5.06%
K:9.88
50.00' VC
BV
C
S
:

1
4
3
+
3
4
.
9
1
BV
C
E
:

6
0
8
.
9
8
EV
C
S
:

1
4
3
+
8
4
.
9
1
EV
C
E
:

6
0
8
.
4
5
LOW POINT ELEV: 608.34
LOW POINT STA: 143+70.36
PVI STA:145+40.40
PVI ELEV:606.77
AD:3.22%
K:15.52
50.00' VC
BV
C
S
:

1
4
5
+
1
5
.
4
0
BV
C
E
:

6
0
7
.
6
6
EV
C
S
:

1
4
5
+
6
5
.
4
0
EV
C
E
:

6
0
6
.
6
9
PVI STA:146+92.49
PVI ELEV:606.28
AD:3.10%
K:16.14
50.00' VC
BV
C
S
:

1
4
6
+
6
7
.
4
9
BV
C
E
:

6
0
6
.
3
6
LOW POINT ELEV: 606.35
LOW POINT STA: 146+72.75
PVI STA:141+34.59
PVI ELEV:612.92
AD:1.92%
K:52.17
100.00' VC
EV
C
S
:

1
4
1
+
8
4
.
5
9
EV
C
E
:

6
1
2
.
3
7
HIGH POINT ELEV: 612.69
HIGH POINT STA: 141+26.71
PVI STA:142+65.60
PVI ELEV:611.47
AD:2.48%
K:20.16
50.00' VC
BV
C
S
:

1
4
2
+
4
0
.
6
0
BV
C
E
:

6
1
1
.
7
5
EV
C
S
:

1
4
2
+
9
0
.
6
0
EV
C
E
:

6
1
0
.
5
7
PVI STA:144+61.40
PVI ELEV:609.58
AD:5.02%
K:9.96
50.00' VC
BV
C
S
:

1
4
4
+
3
6
.
4
0
BV
C
E
:

6
0
9
.
2
1
EV
C
S
:

1
4
4
+
8
6
.
4
0
EV
C
E
:

6
0
8
.
6
9
HIGH POINT ELEV: 609.32
HIGH POINT STA: 144+51.06
EXISTING GRADE
PROPOSED GRADE
SA
N
I
T
A
R
Y

S
E
W
E
R

L
I
N
E

C
R
O
S
S
I
N
G
EX
.

8
"

R
C
P

I
N
V
.

5
9
5
.
6
0
5
SA
N
I
T
A
R
Y

S
E
W
E
R

L
I
N
E

C
R
O
S
S
I
N
G
EX
.

8
"

R
C
P

I
N
V
.

5
9
6
.
6
2
2
PROP. 36" RCP CLASS IV
INV:604.623
PROPOSED 10' GREENWAY (-L1-)
PROPOSED 10' CONNECTION (-Y3-)
SEE SHEET C-4.14
END RETAINING WALL
STA:140+76.54'
EXISTING WETLAND
RIPRAP APRON SEE
DETAIL 3 SHEET C-7.1
REMOVE EXISTING RIPRAP
1
4
0
+
0
0
1
4
1
+
0
0
142+00
143+00 144
+
0
0
145+00 146+00 147+00
PC: 1
4
0
+
9
6
.
8
8
PC: 140+19.4
6
PC
:

1
4
4
+
8
4
.
3
8
PC
:

1
4
3
+
7
9
.
4
1
PT
:

1
4
2
+
0
1
.
9
3
PT: 1
4
0
+
3
9
.
7
2
PT
:

1
4
5
+
0
5
.
5
4
PT
:

1
4
4
+
0
1
.
5
4
3
0
0
4
+
1
8
30
0
0
+
0
0
3001
+
0
0
3002+003003+00
3
0
0
4
+
0
0
EP: 3004+18
.
4
4
PC
:

3
0
0
3
+
6
1
.
7
8
P
C
:

3
0
0
1
+
0
9
.
2
3
PT: 3003+96
.
3
8
PT
:

3
0
0
1
+
3
6
.
7
3
P
T
:

3
0
0
0
+
6
9
.
0
3
ADJUST EXISTING MANHOLE
0405 - MH
NCDOT STD. 840.54
STA: 144+31.74, 53.06 RT
RIM: 615.33
INV: 605.29
66 LF OF
36" RCP @ 1.23%
0406 - HW
STA: 144+17.96, -11.49 LT
RIM: 607.560
INV: 604.48
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
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D

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A
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C-4.8
©
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:

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0
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9
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:

1
4
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+
0
0
,

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C-4.7
N
O
R
T
H
Impact 4 - Wetland 1g
Temporary Impact
Non-Conversion
(0.04-acre)
END CONSTRUCTION -L1-
STA:149+55.80
END PROJECT
STA:149+90.15
NORTHING: 603055.1308
EASTING: 1481573.0353
-L1- STA:147+05.61=
-Y3- STA:3000+37.86
-L1- STA:149+50.80=
-Y4- STA:4000+04.31
PROPOSED 10' GREENWAY (-L1-)
PROPOSED 10' GREENWAY (-Y4-)
SEE SHEET C-4.15
PROPOSED CONCRETE SWALE BRIDGE
SEE DETAIL 2 SHEET C-7.1
EXISTING WETLAND
147+00
1
4
8
+
0
0
149+00
149+90
E
P
:

1
4
9
+
9
0
.
1
5
P
C
:

1
4
7
+
4
1
.
4
4
PC:

1
4
8
+
0
0
.
3
8
PT:

1
4
7
+
8
3
.
6
6
P
T
:

1
4
8
+
4
7
.
4
3
3
9
9
9
+
5
3
4
0
0
0
+
0
0
40
0
1
+
0
0
BP: 3999+5
2
.
8
2
PC: 4000+1
7
.
4
7
PT: 4000+24.77
3
0
0
0
+
0
0
BP: 3000+00.00
PC: 3000+48.30
P
T
:

3
0
0
0
+
6
9
.
0
3
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-L1- PROFILE
600
605
610
615
620
600
605
610
615
620
147+00
60
5
.
8
60
6
.
5
8
148+00
60
8
.
9
60
9
.
2
3
149+00
60
8
.
7
60
8
.
6
1
150+00 151+00
PV
I
:

1
4
9
+
5
5
.
8
0
EL
:

6
0
7
.
8
8
PVI STA:146+92.49
PVI ELEV:606.28
AD:3.10%
K:16.14
50.00' VC
EV
C
S
:

1
4
7
+
1
7
.
4
9
EV
C
E
:

6
0
6
.
9
7
PVI STA:148+16.23
PVI ELEV:609.71
AD:4.08%
K:12.25
50.00' VC
BV
C
S
:

1
4
7
+
9
1
.
2
3
BV
C
E
:

6
0
9
.
0
2
EV
C
S
:

1
4
8
+
4
1
.
2
3
EV
C
E
:

6
0
9
.
3
8
HIGH POINT ELEV: 609.49
HIGH POINT STA: 148+25.19
EXISTING GRADE
PROPOSED GRADE
END CONSTRUCTION -L1-
STA:149+55.77
ELEV:607.88
CL
A
R
K
E

C
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E
K
GR
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E
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W
A
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PR
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PL
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&

P
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C-4.9
©
M
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S
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A
:

1
4
7
+
0
0
,

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E

S
H
E
E
T

C
-
4
.
8
N
O
R
T
H
Impact 5 - Wetland 1h
Temporary Impact
Permanent Conversion
(0.007-acre)
BEGIN CONSTRUCTION -Y1-
STA:1000+25.41'
END CONCRETE APPROACH SLAB
BEGIN BOARDWALK
STA:1001+10.06'
END BOARDWALK
BEGIN BRIDGE #1
STA:1001+46.23'
END BRIDGE #1
BEGIN BOARDWALK
STA:1002+46.23'
END ASPHALT
BEGIN CONCRETE APPROACH SLAB
STA:1001+00.06'
PROPOSED 10' GREENWAY (-Y1-)
STA:1000+00.00'
NORTHING: 606553.5557
EASTING: 1480178.5354
STRUCTURE #2
SEE STRUCTURE PLANS ST-01 - ST-19
60 TONS OF CLASS 1
RIP RAP
40 TONS OF CLASS 1
RIP RAP
1000
+
0
0
1001+00 1002+00 1003+00 1004+00 1005+0
0
B
P
:

1
0
0
0
+
0
0
.
0
0
PI
:

1
0
0
1
+
8
1
.
3
4
P
C
:

1
0
0
0
+
6
0
.
6
3
PC
:

1
0
0
4
+
7
8
.
4
6
PT
:

1
0
0
1
+
0
1
.
7
7
1
0
0
+
0
0
1
0
1
+
0
0
BP: 1
0
0
+
0
0
.
0
0
PC: 1
0
0
+
8
0
.
6
5
PT: 101+10.
6
8
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-Y1- PROFILE
602
605
610
615
620
625
602
605
610
615
620
625
1000+00
61
7
.
7
1001+00
61
5
.
1
61
8
.
8
3
1002+00
60
8
.
3
62
0
.
4
7
1003+00
60
9
.
5
62
0
.
9
7
1004+00
60
9
.
1
62
1
.
4
8
1005+00
61
2
.
5
62
1
.
9
8
PV
I
:

1
0
0
0
+
2
5
.
4
1
EL
:

6
1
7
.
1
1
PVI STA:1000+63.16
PVI ELEV:617.02
AD:5.13%
K:7.80
40.00' VC
BV
C
S
:

1
0
0
0
+
4
3
.
1
6
BV
C
E
:

6
1
7
.
0
7
EV
C
S
:

1
0
0
0
+
8
3
.
1
6
EV
C
E
:

6
1
8
.
0
0
LOW POINT ELEV: 617.06
LOW POINT STA: 1000+44.92
PVI STA:1001+25.92
PVI ELEV:620.10
AD:4.40%
K:6.82
30.00' VC
BV
C
S
:

1
0
0
1
+
1
0
.
9
2
BV
C
E
:

6
1
9
.
3
6
EV
C
S
:

1
0
0
1
+
4
0
.
9
2
EV
C
E
:

6
2
0
.
1
7
EXISTING GRADE
PROPOSED GRADEBE
G
I
N

B
O
A
R
D
W
A
L
K
ST
A
:
1
0
0
1
+
0
9
.
7
6
EL
E
V
:
6
1
9
.
3
1
EN
D

B
O
A
R
D
W
A
L
K
BE
G
I
N

B
R
I
D
G
E
#
1
ST
A
:
1
0
0
1
+
4
6
.
2
3
EL
E
V
:
6
2
0
.
2
0
EN
D

B
R
I
D
G
E

#
1
BE
G
I
N

B
O
A
R
D
W
A
L
K
ST
A
:
1
0
0
2
+
4
6
.
2
3
EL
E
V
:
6
2
0
.
7
0
BEGIN CONSTRUCTION -Y1-
TIE TO PROPOSED -L1-
STA:1000+25.41
ELEV:617.11
STRUCTURE #2
SEE STRUCTURE PLANS ST-01 - ST-19
PROPOSED STREAM
GRADINGSA
N
I
T
A
R
Y

S
E
W
E
R

L
I
N
E

C
R
O
S
S
I
N
G
EX
.

8
"

R
C
P

I
N
V
.

5
9
9
.
0
9
0
PROPOSED STREAM
GRADING
CL
A
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K
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C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
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PL
A
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P
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C-4.10
©
MA
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:

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0
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5
+
0
0
,

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E

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E
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T

C-
4
.
1
1
NORTH
58 LF of Rip-Rap
Bank Stabilization
(not below OHWM)
85.42 ft
Impact 1 -Wetland 1a
Temporary Impact
Non-Conversion
(0.05-acre)
Impact 1 Wetland 1a
Temporary Impact
Permanent Conversion
(0.10-acre)
Impact 1 - Wetland 1a
(NWP #14)
Grading/Fill
0.002-acre - Permanent
END CONCRETE APPROACH SLAB
BEGIN ASPHALT
STA:1007+21.49'
END CONSTRUCTION -Y1-
TIE TO EXISTING SIDEWALK
STA:1010+45.76'END STRUCTURE #2
END BOARDWALK
BEGIN CONCRETE APPROACH SLAB
STA:1007+11.49'
PROPOSED 10' GREENWAY (-Y1-)
STA:1010+79.60'
NORTHING: 606495.9464
EASTING: 1481161.5663
STRUCTURE #2
SEE STRUCTURE PLANS ST-01 - ST-19
G
A
R
A
M
O
N
T

P
K
W
Y

N
W
1005+
0
0
1
0
0
6
+
0
0
1007+00 1008+00
100
9
+
0
0
101
0
+
0
0
101
0
+
8
0
E
P
:

1
0
1
0
+
7
9
.
6
0
P
C
:

1
0
0
4
+
7
8
.
4
6
PC:

1
0
0
6
+
1
2
.
9
2
PC
:

1
0
0
8
+
3
4
.
9
2
PT:

1
0
0
6
+
0
7
.
3
3
PT
:

1
0
0
6
+
8
0
.
1
4
P
T
:

1
0
0
8
+
7
1
.
1
9
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-Y1- PROFILE
610
615
620
625
630
635
610
615
620
625
630
635
1005+00
61
2
.
5
62
1
.
9
8
1006+00
61
4
.
2
62
2
.
4
8
1007+00
61
6
.
3
62
3
.
3
1
1008+00
62
4
.
3
62
5
.
0
6
1009+00
62
5
.
6
62
7
.
3
6
1010+00
63
1
.
4
9
1010+80
PV
I
:

1
0
1
0
+
4
5
.
7
6
EL
:

6
3
3
.
3
9
PVI STA:1006+86.73
PVI ELEV:622.92
AD:2.20%
K:22.71
50.00' VC
BV
C
S
:

1
0
0
6
+
6
1
.
7
3
BV
C
E
:

6
2
2
.
7
9
EV
C
S
:

1
0
0
7
+
1
1
.
7
3
EV
C
E
:

6
2
3
.
5
9
PVI STA:1008+48.19
PVI ELEV:625.21
AD:3.83%
K:13.07
50.00' VC
BV
C
S
:

1
0
0
8
+
2
3
.
1
9
BV
C
E
:

6
2
5
.
1
4
EV
C
S
:

1
0
0
8
+
7
3
.
1
9
EV
C
E
:

6
2
6
.
2
5
PVI STA:1007+61.63
PVI ELEV:624.94
AD:2.39%
K:20.89
50.00' VC
BV
C
S
:

1
0
0
7
+
3
6
.
6
3
BV
C
E
:

6
2
4
.
2
7
EV
C
S
:

1
0
0
7
+
8
6
.
6
3
EV
C
E
:

6
2
5
.
0
2
EXISTING GRADE
PROPOSED GRADE
EN
D

B
O
A
R
D
W
A
L
K
ST
A
:
1
0
0
7
+
1
1
.
4
9
EL
E
V
:
6
2
1
.
5
1
END CONSTRUCTION -Y1-
TIE TO EXISTING SIDEWALK
STA:1010+45.76
ELEV:633.39
STRUCTURE #2
SEE STRUCTURE PLANS ST-01 - ST-19
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
PL
A
N

&

P
R
O
F
I
L
E

-
CO
N
N
E
C
T
I
O
N
S
C-4.11
©
NORT
H
M
A
T
C
H
L
I
N
E

S
T
A
:

1
0
0
5
+
0
0
,

S
E
E

S
H
E
E
T

C
-
4
.
1
0
BEGIN CONSTRUCTION -Y2-
STA:2000+51.31'
END CONSTRUCTION -Y2-
TIE TO EXISTING SIDEWALK
STA:2002+62.11'
PROPOSED 10' CONNECTION (-Y2-)
-L1- STA:110+31.25=
-Y2- STA:2000+46.31
STA:2001+88.24'
NORTHING:605559.5470
EASTING: 1479993.5203
STA:2000+00.00'
NORTHING:605579.8777
EASTING: 1480209.1126
EXISTING WETLAND
PROPOSED CONCRETE SWALE
BRIDGE SEE DETAIL 2 SHEET C-7.0
20
0
3
+
1
0
2
0
0
0
+
0
0
2001+00 2002+
0
0
20
0
3
+
0
0
BP: 2000
+
0
0
.
0
0
EP
:

2
0
0
3
+
1
0
.
2
5
PC: 2000
+
6
1
.
4
5
PC
:

2
0
0
1
+
9
4
.
3
7
PT
:

2
0
0
0
+
8
7
.
7
8
PT:

2
0
0
2
+
4
4
.
9
7
110+00
111+00
112+00
P
C
:

1
1
2
+
0
7
.
8
0
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-Y2- PROFILE
610
615
620
625
630
610
615
620
625
630
2000+00
60
8
.
9
2001+00
61
9
.
8
61
9
.
1
2
2002+00
62
0
.
8
62
1
.
6
7
2003+00
62
5
.
2
2003+50
PV
I
:

2
0
0
0
+
5
1
.
3
1
EL
:

6
1
7
.
7
1
PV
I
:

2
0
0
2
+
6
2
.
1
1
EL
:

6
2
4
.
2
4
PVI STA:2001+53.53
PVI ELEV:619.39
AD:4.55%
K:6.59
30.00' VC
BV
C
S
:

2
0
0
1
+
3
8
.
5
3
BV
C
E
:

6
1
9
.
3
4
EV
C
S
:

2
0
0
1
+
6
8
.
5
3
EV
C
E
:

6
2
0
.
1
2
PVI STA:2000+98.15
PVI ELEV:619.20
AD:2.82%
K:10.65
30.00' VC
BV
C
S
:

2
0
0
0
+
8
3
.
1
5
BV
C
E
:

6
1
8
.
7
2
EV
C
S
:

2
0
0
1
+
1
3
.
1
5
EV
C
E
:

6
1
9
.
2
5
PVI STA:2002+40.63
PVI ELEV:623.66
AD:2.21%
K:13.58
30.00' VC
BV
C
S
:

2
0
0
2
+
2
5
.
6
3
BV
C
E
:

6
2
2
.
9
2
EV
C
S
:

2
0
0
2
+
5
5
.
6
3
EV
C
E
:

6
2
4
.
0
6
EXISTING GRADE
PROPOSED GRADE
BEGIN CONSTRUCTION -Y2-
TIE TO PROPOSED -L1-
STA:2000+51.31
ELEV:617.71
END CONSTRUCTION -Y2-
TIE TO EXISTING SIDEWALK
STA:2002+62.11
ELEV:624.24
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
PL
A
N

&

P
R
O
F
I
L
E

-
CO
N
N
E
C
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I
O
N
S
C-4.12
©
N
O
R
T
H
BEGIN CONSTRUCTION -Y3-
STA:3000+42.86'
END CONSTRUCTION -Y3-
TIE TO EXISTING SIDEWALK
STA:3004+05.25'
PROPOSED 10' CONNECTION (-Y3-)
-L1- STA:147+05.68=
-Y3- STA:3000+37.71
STA:3004+18.40'
NORTHING: 603639.8505
EASTING: 1481570.6186
STA:3000+00.00'
NORTHING: 603314.8048
EASTING: 1481670.9401
EXISTING WETLAND
D
3
0
0
4
+
1
8
30
0
0
+
0
0
3001
+
0
0
3002+00 3003+00
3
0
0
4
+
0
0
BP: 3000+00.00
EP: 3004+18.
4
4
PC
:

3
0
0
3
+
6
1
.
7
8
P
C
:

3
0
0
1
+
0
9
.
2
3
PC: 3000+48.30
PT: 3003+96
.
3
8
PT
:

3
0
0
1
+
3
6
.
7
3
P
T
:

3
0
0
0
+
6
9
.
0
3
144
+
0
0
145+00146+00
147+00
PC
:

1
4
4
+
8
4
.
3
8
PC
:

1
4
3
+
7
9
.
4
1
PC
:

1
4
7
+
4
1
.
4
4
PT
:

1
4
5
+
0
5
.
5
4
PT
:

1
4
4
+
0
1
.
5
4
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-Y3- PROFILE
605
610
615
620
625
630
605
610
615
620
625
630
3000+00
60
6
.
0
3001+00
60
9
.
0
60
9
.
6
1
3002+00
61
1
.
6
61
4
.
5
4
3003+00
61
8
.
7
61
9
.
4
7
3004+00
62
4
.
3
62
4
.
4
0
3004+50
PV
I
:

3
0
0
0
+
4
2
.
8
6
EL
:

6
0
6
.
7
9
PV
I
:

3
0
0
4
+
0
5
.
2
5
EL
:

6
2
4
.
6
6
PROPOSED GRADE
EXISTING GRADE
BEGIN CONSTRUCTION -Y3-
TIE TO PROPOSED -L1-
STA:3000+42.86
ELEV:606.79
END CONSTRUCTION -Y3-
TIE TO EXISTING SIDEWALK
STA:3004+05.25
ELEV:624.66
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
PL
A
N

&

P
R
O
F
I
L
E

-
CO
N
N
E
C
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C-4.13
©
N
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H
BEGIN CONSTRUCTION -Y4-
STA:4000+09.33'
END CONCRETE APPROACH SLAB
BEGIN BOARDWALK
STA:4000+69.61'
END ASPHALT
BEGIN CONCRETE APPROACH SLAB
STA:4000+59.61'
PROPOSED 10' GREENWAY (-Y4-)
-L1- STA:149+50.80=
-Y4- STA:4000+04.31
STA:3999+52.82' OFF:0.00'
NORTHING: 603094.9510
EASTING: 1481521.9048
STRUCTURE #3
SEE STRUCTURE PLANS ST-01 - ST-19
EXISTING WETLAND
3999+53
4000+00
4001+00 4002+00 4003+00 4004+00
B
P
:

3
9
9
9
+
5
2
.
8
2
P
C
:

4
0
0
0
+
1
7
.
4
7
PT
:

4
0
0
0
+
2
4
.
7
7
1
4
9
+
9
0
1
4
9
+
0
0
EP: 149+90.15
PT: 148+47.43
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-Y4- PROFILE
595
600
605
610
615
620
595
600
605
610
615
620
3999+50 4000+00
60
8
.
3
4001+00
60
3
.
3
60
8
.
8
2
4002+00
60
0
.
8
60
9
.
4
7
4003+00
60
0
.
3
60
9
.
7
7
4004+00
60
0
.
8
61
0
.
0
7
PV
I
:

4
0
0
0
+
0
9
.
3
3
EL
:

6
0
7
.
8
5
PVI STA:4000+37.97
PVI ELEV:607.27
AD:4.53%
K:11.03
50.00' VC
BV
C
S
:

4
0
0
0
+
1
2
.
9
7
BV
C
E
:

6
0
7
.
7
7
EV
C
S
:

4
0
0
0
+
6
2
.
9
7
EV
C
E
:

6
0
7
.
9
1
LOW POINT ELEV: 607.55
LOW POINT STA: 4000+35.02
PVI STA:4001+14.41
PVI ELEV:609.21
AD:2.23%
K:22.40
50.00' VC
BV
C
S
:

4
0
0
0
+
8
9
.
4
1
BV
C
E
:

6
0
8
.
5
8
EV
C
S
:

4
0
0
1
+
3
9
.
4
1
EV
C
E
:

6
0
9
.
2
9
EXISTING GRADE
PROPOSED GRADE
BE
G
I
N

B
O
A
R
D
W
A
L
K
ST
A
:
4
0
0
0
+
6
9
.
6
1
EL
E
V
:
6
0
8
.
0
7
BEGIN CONSTRUCTION -Y4-
TIE TO PROPOSED -L1-
STA:4000+09.33
ELEV:607.85
STRUCTURE #3
SEE STRUCTURE PLANS ST-01 - ST-19
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
PL
A
N

&

P
R
O
F
I
L
E

-
CO
N
N
E
C
T
I
O
N
S
C-4.14
©
MA
T
C
H
L
I
N
E

S
T
A
:

4
0
0
4
+
0
0
,

S
E
E

S
H
E
E
T

C-
4
.
1
5
NORTH
Temporary Wetland
Impact Highlighted on
Sheet 4.8
Impact 6 -Wetland 1h
Temporary Impact
Permanent Conversion
(0.15-acre)
END BOARDWALK
BEGIN BRIDGE #2
STA:4005+82.53'
END BRIDGE #2
BEGIN BOARDWALK
STA:4006+82.53'
END BOARDWALK
BEGIN BRIDGE #3
STA:4007+22.53'
END BRIDGE #3
BEGIN BOARDWALK
STA:4008+22.53'
PROPOSED 10' GREENWAY (-Y4-)
STRUCTURE #3
SEE STRUCTURE PLANS ST-01 - ST-19
EXISTING WETLAND
4004+00
4005+00 4006+00 4007+00 4008+00 4009+00
PC
:

4
0
0
4
+
9
8
.
5
2
PT
:

4
0
0
5
+
1
1
.
7
9
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-Y4- PROFILE
595
600
605
610
615
620
595
600
605
610
615
620
4004+00
60
0
.
8
61
0
.
0
7
4005+00
60
2
.
5
61
0
.
3
7
4006+00
60
0
.
4
61
0
.
6
7
4007+00
60
0
.
9
61
0
.
9
7
4008+00
59
9
.
8
61
1
.
2
7
4009+00
60
0
.
1
61
1
.
7
6
PVI STA:4008+87.09
PVI ELEV:611.54
AD:1.31%
K:38.27
50.00' VC
BV
C
S
:

4
0
0
8
+
6
2
.
0
9
BV
C
E
:

6
1
1
.
4
6
EXISTING GRADE
EN
D

B
O
A
R
D
W
A
L
K
BE
G
I
N

B
R
I
D
G
E

#
2
ST
A
:
4
0
0
5
+
8
2
.
5
3
EL
E
V
:
6
1
0
.
6
2
EN
D

B
R
I
D
G
E

#
2
BE
G
I
N

B
O
A
R
D
W
A
L
K
ST
A
:
4
0
0
6
+
8
2
.
5
3
EL
E
V
:
6
1
0
.
9
0
EN
D

B
O
A
R
D
W
A
L
K
BE
G
I
N

B
R
I
D
G
E

#
3
ST
A
:
4
0
0
7
+
2
2
.
5
3
EL
E
V
:
6
1
1
.
0
8
EN
D

B
R
I
D
G
E

#
3
BE
G
I
N

B
O
A
R
D
W
A
L
K
ST
A
:
4
0
0
8
+
2
2
.
5
3
EL
E
V
:
6
1
1
.
3
5
PROPOSED STREAM
GRADING
PROPOSED GRADE
PROPOSED STREAM
GRADING
STRUCTURE #3
SEE STRUCTURE PLANS ST-01 - ST-19
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
PL
A
N

&

P
R
O
F
I
L
E

-
CO
N
N
E
C
T
I
O
N
S
C-4.15
©
MA
T
C
H
L
I
N
E

S
T
A
:

4
0
0
9
+
0
0
,

S
E
E

S
H
E
E
T

C-
4
.
1
6
MA
T
C
H
L
I
N
E

S
T
A
:

4
0
0
4
+
0
0
,

S
E
E

S
H
E
E
T

C-
4
.
1
4
NORTH
Bank Stabilization
and Wetland grading
necessary for
floodplain storage
Impact 6 -Wetland 1h
Temporary Impact
Permanent Conversion
(0.15-acre)
Impact 6 -Wetland 1h
Temporary Impact
Non-Conversion
(0.03-acre)
Impact 7 - Wetland 1i
Temporary Impact
Non-Conversion
(0.07-acre)
Impact 8b - Stream 1
(NWP #13)
Bank Stabilization
(140 LF/0.006-acre)
Impact 9 -Wetland 1j
Temporary Impact
Non-Conversion
(0.21-acre)
8.8 ft
20
.
1
7

f
t
23
.
3
8

f
t
Impact 10 - Wetland 1k
Temporary Impact
Non-Conversion
(0.18-acre)
Impact 10 - Wetland 1k
Temporary Impact
Permanent Conversion
(0.02-acre)
TEMPORARY IMPACTS THAT
RESULT IN A PERMANENT
CONVERSION OF WETLAND 1K
(SHEETS 4.15 & 4.16)
FROM FORESTED TO
HERBACEOUS ARE COMBINED
IN PCN FORM/IMPACT TABLES
Impact 8a - Stream 1
(NWP #13)
Bank Stabilization
(88 LF/0.004-acre)
END STRUCTURE #3
END BOARDWALK
BEGIN CONCRETE APPROACH SLAB
STA:4011+48.39' OFF:0.00'
END CONSTRUCTION -Y4-
TIE TO PROPOSED SITE BY OTHERS
STA:4012+99.66'
PROPOSED 10' GREENWAY (-Y4-)END CONCRETE APPROACH SLAB
BEGIN CONCRETE PAVEMENT
STA:4011+58.39' OFF:0.00'
STA:4013+09.00' OFF:0.00'
NORTHING: 603096.6017
EASTING: 1482849.9934
STRUCTURE #3
SEE STRUCTURE PLANS ST-01 - ST-19
EXISTING WETLAND
4013
+
0
9
4009+00 4010+00 4011+00
4012+
0
0
4013
+
0
0
E
P
:

4
0
1
3
+
0
9
.
0
0
PC
:

4
0
1
1
+
7
8
.
2
4
P
T
:

4
0
1
2
+
1
0
.
1
2
TIE TO PROPOSED SITE BY OTHERS
STA:4012+67.05'
33
.
6
'
R5.
0
'
Hor. Scale:1"=20' | Vert. Scale:1"=2'
-Y4- PROFILE
600
605
610
615
620
625
600
605
610
615
620
625
4009+00
60
0
.
1
61
1
.
7
6
4010+00
60
0
.
6
61
3
.
3
5
4011+00
60
5
.
5
61
4
.
9
6
4012+00
61
7
.
1
61
6
.
5
7
4013+00
61
6
.
8
4013+60
PV
I
:

4
0
1
2
+
9
9
.
6
6
EL
:

6
1
5
.
7
4
PVI STA:4008+87.09
PVI ELEV:611.54
AD:1.31%
K:38.27
50.00' VC
EV
C
S
:

4
0
0
9
+
1
2
.
0
9
EV
C
E
:

6
1
1
.
9
4
PVI STA:4012+26.05
PVI ELEV:616.99
AD:3.30%
K:15.14
50.00' VC
BV
C
S
:

4
0
1
2
+
0
1
.
0
5
BV
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E
:

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1
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8
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:

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0
1
2
+
5
1
.
0
5
EV
C
E
:

6
1
6
.
5
6
HIGH POINT ELEV: 616.78
HIGH POINT STA: 4012+25.39
EXISTING GRADE
PROPOSED GRADE
PROPOSED GROUND
BY OTHERS
EN
D

B
O
A
R
D
W
A
L
K
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:
4
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EL
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V
:
6
1
5
.
7
4
END CONSTRUCTION -Y4-
TIE TO PROPOSED SITE BY OTHERS
STA:4012+99.66
ELEV:615.74
STRUCTURE #3
SEE STRUCTURE PLANS ST-01 - ST-19
CL
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4
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1
5
NORTH
Impact 10 - Wetland 1k
Temporary Impact
Permanent Conversion
(0.02-acre)
Impact 10 - Wetland 1k
Temporary Impact
Non-Conversion
(0.18-acre)
CL
A
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©
Not to Scale
PRECAST GRAVITY RETAINING WALL1
CL
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©
10' MAX SPAN
SECTION A-A
NOTES:
#4 CONT
#5 @ 12" MAX.
(16" LONG; 4" MIN. EMBED.)
#4 TIES @ 12" MAX.
ALIGNMENT
-L1-
10' WIDE SWALE BRIDGE
BEGIN STATION
111+46.50
END STATION
111+56.50
1.CONCRETE SHALL BE CLASS AA (4500 PSI) CONCRETE.
2.CONCRETE SLAB TO BE A MINIMUM OF 6" THICK, MEASURED TO TOP OF
GALVANIZED STAY IN PLACE METAL FORM.
3.TEMPORARY SHORING SHALL BE USED TO SUPPORT GALVANIZED STAY IN
PLACE METAL FORMS WHEN CONCRETE IS PLACED. PRIOR TO INSTALLATION
OR FABRICATION, CONTRACTOR SHALL SUBMIT PROPOSED GALVANIZED STAY
IN PLACE METAL FORM SPECIFICATION AND SHORING SCHEME TO ENGINEER
FOR APPROVAL. TEMPORARY SHORING SHALL BE REMOVED AFTER
CONCRETE HAS CURED.
4.LAP LOCATIONS OF GALVANIZED METAL STAY IN PLACE FORMS SHALL BE
FASTENED WITH SHEET METAL SCREWS AT 12" O.C.
5.ASSUMED LIVE LOAD = 90 PSF OR H-10 VEHICLE LOADING (20,000 LBS).
6.CONTRACTOR IS REQUIRED TO HAVE A TESTING AGENCY VERIFY AN
ALLOWABLE SOIL BEARING PRESSURE OF 1.50 KSF AT THE CONCRETE GRADE
BEAM LOCATIONS. PROVIDE TEST RESULTS TO ENGINEER PRIOR TO
INSTALLATION OR FABRICATION. IF SPECIFIED CAPACITY IS NOT ACHIEVED,
SOIL IMPROVEMENTS OR STRUCTURAL MODIFICATIONS MAY BE NECESSARY.
7.CONTRACTOR TO COORDINATE WITH ENGINEER TO LAYOUT CENTER OF
SWALE BRIDGE AND SEAT ELEVATIONS IN FIELD. SLOPE OF GRADE BEAM TO
MATCH CROSS SLOPE OF SLAB.
8.LONGITUDINAL SLOPE OF BRIDGE TO MATCH GREENWAY.
9.ALL DIMENSIONS AND NOTES ARE TYPICAL UNLESS NOTED OTHERWISE.
10.ALL REBAR CLEARANCES SHALL BE 2" MIN. UNLESS NOTED OTHERWISE.
CONC STEMWALL &
GRADE BEAM
GREENWAY
GALVANIZED STAY IN
PLACE METAL FORM
1/2" EXPANSION JOINT
MATERIAL (TYP)
TOP OF 6" CONC SLAB, SEE
SECTION B-B FOR REINF
DETAILS
DEFLECTION JOINTDEFLECTION JOINT
4- #7
4- #7
6" MIN.
2- #412" MIN.
SECTION C-C
4"
36"
#4 (EMBED 12" IN
GRADE BEAM)
CONTINUE CURB
REINFORCING. BEND BARS
AS NECESSARY.
#4 @ 12" MAX (SPA. W/
STIRRUPS)
#4 @ 12" MAX, 24" LONG (SPA.
W/ STIRRUPS)
CONTINUE GRADE BEAM
REINFORCING. BEND BARS AS
NECESSARY.
24"
20")(24"
Not to Scale
CONCRETE SWALE BRIDGE DETAILS2
-L1-148+65.64 148+75.64
-Y2-2001+15.87 2001+25.87
10
'
-
0
"

M
A
X
A
DEFLECTION
JOINT (TYP.)
B B
SWALE
FLOWLINE
10' MAX.
(MATCH GREENWAY WIDTH)
A
SWALE BRIDGE
PLAN VIEW
6"
4"
#5 @ 6" OC (MAX.)
6"
10'-0"
#4 "L" BARS
@1'-0" (TYP)
#5@6" OC (MAX)
1 1/4" CLR
SECTION B-B
6"
CROSS SLOPE TO MATCH
ADJOINING GREENWAY
#5 CONT, 2" CLR
FROM TOP OF
CURB (TYP)
GALVANIZED STAY IN
PLACE METAL FORM
CONCRETE GRADE BEAM
(TYP.)
1/2" EXPANSION JOINT
MATERIAL (TYP.)
C
C
135° (TYP.)
7"
12")(
12"
12"
2:12:1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
DETAIL 3
Natural
Ground
Natural
Ground
Type of Liner= Class B Rip-Rap
Min. D= 1 Ft.
Max. d= 1 Ft.
B= Pipe Diameter (Ft.)
DITCH STATION RIP RAP (TONS)
-L1-103+11.47 LT 3
-L1-113+88.45 LT 3
-L1-144+08.08 LT 10
Not to Scale
STANDARD BASE DITCH3
GENERAL NOTES
LIVE STAKE DETAIL LIVE STAKE (IN EARTH)
AUG 15 - MAY 15 (110 lbs/acre)
MAY 16 - AUG 14 (45 lbs/acre)
CL
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PR
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C-7.2
©
APPLICATION RATE 20 LBS/ACRE
4004+00
4005+00 4006+00 4007+00 4008+00 4009+00
PC
:

4
0
0
4
+
9
8
.
5
2
PT
:

4
0
0
5
+
1
1
.
7
9
PROPOSED PLANTING PLAN LEGEND
ZONE A: RIPARIAN SEED MIX
ZONE B: WETLAND SEED MIX
CL
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C-7.3
©
NORTH
LABEL AREA NEC CLEARANCE
SCH
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D
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FALL
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ARAGORN LANE
COX MILL
ELEMENTARY
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FUTURE
JIM RAMSEUR PARK
WINDING WALK
NEIGHBORHOOD
HIGHLAND CREEK
NEIGHBORHOOD COX MILL
HIGH SCHOOL
ALLEN MILLS
NEIGHBORHOOD
WI
L
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PAISLEY DR
TAR
A
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O
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ELVEN LANE
PROPOSED EROSION CONTROL INFO
TEMPORARY DIVERSION DITCH
SILT FENCE
DISTURBED AREA
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
ROCK INLET SEDIMENT TRAP TYPE B
SPECIAL SEDIMENT CONTROL FENCE
TREE PROTECTION FENCE
CONSTRUCTION ENTRANCE
ROCK PIPE INLET SEDIMENTTRAP TYPE A
FEMA FLOODWAY
FEMA 100-YEAR FLOODPLAIN
-Y1-
-Y2-
-Y3-
-Y4-
-L1-
CONSTRUCTION ENTRANCE #1
CONSTRUCTION ENTRANCE #2
CONSTRUCTION ENTRANCE #4
CONSTRUCTION ENTRANCE #3
LAYDOWN
AREA #2
LAYDOWN
AREA #3
LAYDOWN
AREA #1
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CA-01
©
NORTH
CL
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©
EROSION CONTROL
GRADING
1.
·
·
·
·
MAINTENANCE PLAN
SEEDING SCHEDULE AND SEEDBED PREPARATION
GENERAL EROSION CONTROL NOTES
GROUND STABILIZATION
SEDIMENT AND EROSION CONTROL PROCEDURES STORM DRAINAGE NOTES CONSTRUCTION SEQUENCE
ACREAGE SUMMARY
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©
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C-9.3
©
CL
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C-9.4
©
Not to Scale
TEMPORARY SILT FENCE1 Not to Scale
STABILIZED CONSTRUCTION ENTRANCE2 Not to Scale
SPECIAL SEDIMENT CONTROL FENCE3
Not to Scale
ROCK INLET SEDIMENT TRAP TYPE B4
1
0
0
F
P
1
0
0
F
P
10
0
F
P
100FP
100FP
100
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2
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0
100
+
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0
101+00
102+00
103+00
104+00
105+00
106+
0
0
PROPOSED 10' GREENWAY (-L1-)
100F
P
100FP
100FP 100FP 100FP
100FP 100FP
100FP
100F
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100FP
10
0
F
P
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+
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110+00
111+00
112+00
20
0
0
+
0
0
200
1
+
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0
2
0
0
2
+
0
0
CONSTRUCTION ENTRANCE #1
PROPOSED 10' GREENWAY (-L1-)
PROPOSED 10' GREENWAY (-Y2-)
PROPOSED EROSION CONTROL INFO
TEMPORARY DIVERSION DITCH
SILT FENCE
DISTURBED AREA
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
ROCK INLET SEDIMENT TRAP TYPE B
SPECIAL SEDIMENT CONTROL FENCE
TREE PROTECTION FENCE
CONSTRUCTION ENTRANCE
ROCK PIPE INLET SEDIMENT
TRAP TYPE A
FEMA FLOODWAY
FEMA 100-YEAR FLOODPLAIN100FP
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1
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0
114+00
115+00
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0
117
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0
118+0
0
PROPOSED 10' GREENWAY (-L1-)
1
0
0
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0
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1
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0
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0
121+00
122+
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0
123
+
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0
1
2
4
+
0
0
PROPOSED 10' GREENWAY (-L1-)
PROPOSED EROSION CONTROL INFO
TEMPORARY DIVERSION DITCH
SILT FENCE
DISTURBED AREA
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
ROCK INLET SEDIMENT TRAP TYPE B
SPECIAL SEDIMENT CONTROL FENCE
TREE PROTECTION FENCE
CONSTRUCTION ENTRANCE
ROCK PIPE INLET SEDIMENT
TRAP TYPE A
FEMA FLOODWAY
FEMA 100-YEAR FLOODPLAIN100FP
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F
P
100FP
100FP
10
0
F
P
10
0
F
P
100FP
10
0
F
P
10
0
F
P
124
+
0
0
125
+
0
0
126+00
127+
0
0
12
8
+
0
0
12
9
+
0
0
13
0
+
0
0
PROPOSED 10' GREENWAY (-L1-)
10
0
F
P
1
0
0
F
P
100FP 100FP
100FP
100FP
1
0
0
F
P
100F
P
100FP
100FP
100FP
100
F
P
10
0
F
P
10
0
F
P
100F
P
13
0
+
0
0
131+00
13
2
+
0
0
133+00
134+00
135+
0
0
136
+
0
0
PROPOSED 10' GREENWAY (-L1-)
PROPOSED EROSION CONTROL INFO
TEMPORARY DIVERSION DITCH
SILT FENCE
DISTURBED AREA
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
ROCK INLET SEDIMENT TRAP TYPE B
SPECIAL SEDIMENT CONTROL FENCE
TREE PROTECTION FENCE
CONSTRUCTION ENTRANCE
ROCK PIPE INLET SEDIMENT
TRAP TYPE A
FEMA FLOODWAY
FEMA 100-YEAR FLOODPLAIN100FP
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
ER
O
S
I
O
N

C
O
N
T
R
O
L
PL
A
N
S
C-9.7
©
MA
T
C
H
L
I
N
E

S
T
A
:

1
3
0
+
0
0
,

S
E
E

B
E
L
O
W
M
A
T
C
H
L
I
N
E

S
T
A
:

1
2
4
+
0
0
,

S
E
E

S
H
E
E
T

C
-
9
.
6
NO
R
T
H
M
A
T
C
H
L
I
N
E

S
T
A
:

1
3
6
+
0
0
,

S
E
E

S
H
E
E
T

C
-
9
.
8
MA
T
C
H
L
I
N
E

S
T
A
:

1
3
0
+
0
0
,

S
E
E

A
B
O
V
E
NO
R
T
H
100FP 100FP 100FP
10
0
F
P
100
F
P
100FP
100FP
100FP
100FP
100FP
100
F
P
100FP
1
0
0
F
P
1
0
0
F
P
10
0
F
P
1
0
0
F
P
10
0
F
P
136+00
137+00
138+
0
0
139+00
140+00
141+
0
0
14
2
+
0
0
14
3
+
0
0
CO
N
S
T
R
U
C
T
I
O
N

E
N
T
R
A
N
C
E

#
2
PROPOSED 10' GREENWAY (-L1-)
100FP 100FP
100FP
100
F
P
100FP
100FP
10
0
F
P
10
0
F
P
100FP
100FP
100FP
100FP
100F
P
100FP
30
0
0
+
0
0
3001
+
0
0
3002+003003+00
3
0
0
4
+
0
0
3
0
0
4
+
1
8
142+00
143+00 144
+
0
0
145+00 146+00 147+00
1
4
8
+
0
0
D
CONSTRUCTION ENTRANCE #2
PROPOSED 10' GREENWAY (-L1-)
PROPOSED 10' GREENWAY (-Y3-)
PROPOSED EROSION CONTROL INFO
TEMPORARY DIVERSION DITCH
SILT FENCE
DISTURBED AREA
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
ROCK INLET SEDIMENT TRAP TYPE B
SPECIAL SEDIMENT CONTROL FENCE
TREE PROTECTION FENCE
CONSTRUCTION ENTRANCE
ROCK PIPE INLET SEDIMENT
TRAP TYPE A
FEMA FLOODWAY
FEMA 100-YEAR FLOODPLAIN100FP
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
ER
O
S
I
O
N

C
O
N
T
R
O
L
PL
A
N
S
C-9.8
©
MATCHLINE STA: 142+00, SEE BELOWMA
T
C
H
L
I
N
E

S
T
A
:

1
3
6
+
0
0
,

S
E
E

S
H
E
E
T

C-
9
.
7
NORTH
MAT
C
H
L
I
N
E

S
T
A
:

1
4
8
+
0
0
,

S
E
E

S
H
E
E
T

C-9
.
9
MA
T
C
H
L
I
N
E

S
T
A
:

1
4
2
+
0
0
,

S
E
E

A
B
O
V
E
N
O
R
T
H
100
F
P
100FP 100FP
1
0
0
F
P
100
F
P
100
F
P
100
F
P
100FP
10
0
F
P
100
F
P
100FP
30
0
0
+
0
0
3001+
0
0
39
9
9
+
5
3
40
0
0
+
0
0
40
0
1
+
0
0
147+00
1
4
8
+
0
0
149+00 149+90
PROPOSED 10' GREENWAY (-L1-)
PROPOSED 10' GREENWAY (-L1-)
PROPOSED 10' GREENWAY (-Y4-)
PROPOSED EROSION CONTROL INFO
TEMPORARY DIVERSION DITCH
SILT FENCE
DISTURBED AREA
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
ROCK INLET SEDIMENT TRAP TYPE B
SPECIAL SEDIMENT CONTROL FENCE
TREE PROTECTION FENCE
CONSTRUCTION ENTRANCE
ROCK PIPE INLET SEDIMENT
TRAP TYPE A
FEMA FLOODWAY
FEMA 100-YEAR FLOODPLAIN100FP
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
ER
O
S
I
O
N

C
O
N
T
R
O
L
PL
A
N
S
C-9.9
©
MAT
C
H
L
I
N
E

S
T
A
:

1
4
8
+
0
0
,

S
E
E

S
H
E
E
T

C-9.
8
N
O
R
T
H
100FP 100FP
100
F
P
10
0
F
P
10
0
F
P
100
F
P
1000
+
0
0
1001+00 1002+00 1003+00 1004+00 1005+0
0
1
0
0
+
0
0
1
0
1
+
0
0
PROPOSED 10' GREENWAY (-Y1-)
PROPOSED 10' GREENWAY (-L1-)
1
0
0
F
P
100FP
1
0
0
F
P
100FP
1
0
0
F
P
10
0
F
P
10
0
F
P
10
0
F
P
1005+0
0
1
0
0
6
+
0
0
1007+00
1008+00
100
9
+
0
0
101
0
+
0
0
101
0
+
8
0
CONSTRUCTION ENTRANCE #3
PROPOSED 10' GREENWAY (-Y1-)
G
A
R
A
M
O
N
T

P
K
W
Y

N
W
PROPOSED EROSION CONTROL INFO
TEMPORARY DIVERSION DITCH
SILT FENCE
DISTURBED AREA
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
ROCK INLET SEDIMENT TRAP TYPE B
SPECIAL SEDIMENT CONTROL FENCE
TREE PROTECTION FENCE
CONSTRUCTION ENTRANCE
ROCK PIPE INLET SEDIMENT
TRAP TYPE A
FEMA FLOODWAY
FEMA 100-YEAR FLOODPLAIN100FP
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
ER
O
S
I
O
N

C
O
N
T
R
O
L
PL
A
N
S
C-9.10
©
MA
T
C
H
L
I
N
E

S
T
A
:

1
0
0
5
+
0
0
,

S
E
E

B
E
L
O
W
NORTH
NORT
H
M
A
T
C
H
L
I
N
E

S
T
A
:

1
0
0
5
+
0
0
,

S
E
E

A
B
O
V
E
1
0
0
F
P
10
0
F
P
10
0
F
P
10
0
F
P
10
0
F
P
3999+53
4000+00
4001+00 4002+00 4003+00 4004+00 4005+00
1
4
9
+
0
0
1
4
9
+
9
0
PROPOSED 10' GREENWAY (-Y4-)
100F
P
100F
P
100
F
P
4005+00 4006+00 4007+00 4008+00 4009+00 4010+00
PROPOSED 10' GREENWAY (-Y4-)
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
ER
O
S
I
O
N

C
O
N
T
R
O
L
PL
A
N
S
C-9.11
©
MA
T
C
H
L
I
N
E

S
T
A
:

4
0
0
5
+
0
0
,

S
E
E

B
E
L
O
W
NORTH
MA
T
C
H
L
I
N
E

S
T
A
:

4
0
1
0
+
0
0
,

S
E
E

S
H
E
E
T

C-
9
.
1
2
MA
T
C
H
L
I
N
E

S
T
A
:

4
0
0
5
+
0
0
,

S
E
E

A
B
O
V
E
NORTH
100F
P
100FP
100
F
P
100
F
P
100F
P
100F
P
100FP
4010+00 4011+00 4012+
0
0
401
3
+
0
0
401
3
+
0
9
CONSTRUCTION ENTRANCE #4
PROPOSED 10' GREENWAY (-Y4-)
PROPOSED EROSION CONTROL INFO
TEMPORARY DIVERSION DITCH
SILT FENCE
DISTURBED AREA
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
ROCK INLET SEDIMENT TRAP TYPE B
SPECIAL SEDIMENT CONTROL FENCE
TREE PROTECTION FENCE
CONSTRUCTION ENTRANCE
ROCK PIPE INLET SEDIMENT
TRAP TYPE A
FEMA FLOODWAY
FEMA 100-YEAR FLOODPLAIN100FP
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
ER
O
S
I
O
N

C
O
N
T
R
O
L
PL
A
N
S
C-9.12
©
MA
T
C
H
L
I
N
E

S
T
A
:

4
0
1
0
+
0
0
,

S
E
E

S
H
E
E
T

C-
9
.
1
1
NORTH
0+00
0+9
8
BP
:

0
+
0
0
.
0
0
PC
:

0
+
7
5
.
7
9
EP
:

0
+
9
7
.
5
5
END RETAINING WALL #1
(WALL STA) = 0+92.55'
-L1- STA:136+49.54' OFF:7.00'RT
PC
:

1
3
6
+
2
2
.
3
3
PT
:

1
3
6
+
3
7
.
5
0
PC
:

1
3
6
+
4
6
.
1
0
PT
:

1
3
6
+
6
4
.
3
8
PC
:

1
3
7
+
4
2
.
1
2
PT
:

1
3
7
+
6
1
.
8
6
BEGIN RETAINING WALL #1
(WALL STA) = 0+5.00'
-L1- STA:137+35.16' OFF:7.00'RT
137+00
Hor. Scale:1"=20' | Vert. Scale:1"=2'
608
610
615
620
608
610
615
620
0+00
61
2
.
9
0+97.55
61
4
.
4
TOP OF WALL
EXISTING GRADE
PROPOSED
GRADE/BOTTOM
OF WALL
APPROXIMATE
TOP OF WALL
FOOTING
394 SF (APPROX FACE)
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
RE
T
A
I
N
I
N
G

W
A
L
L

#
1
PL
A
N

A
N
D

P
R
O
F
I
L
E
RW-01
©
NORTH
0+00 1+001+01
B
P
:

0
+
0
0
.
0
0
P
C
:

0
+
4
1
.
8
2
PT
:

0
+
6
4
.
7
2
EP
:

1
+
0
0
.
6
0
PC
:

1
4
0
+
1
9
.
4
6
P
T
:

1
4
0
+
3
9
.
7
2
P
C
:

1
4
0
+
9
6
.
8
8
140+00
141+00
ENDRETAINING WALL #2
(WALL STA) = 0+95.60'
-L1- STA:139+88.58' OFF:7.00'RT
BEGIN RETAINING WALL #2
(WALL STA) = 0+5.00'
-L1- STA:140+76.54' OFF:7.00'RT
Hor. Scale:1"=20' | Vert. Scale:1"=2'
608
610
615
620
608
610
615
620
0+00
61
3
.
3
61
3
.
1
1+00.60
TOP OF WALL
EXISTING GRADE
PROPOSED
GRADE/BOTTOM
OF WALL
APPROXIMATE
TOP OF WALL
FOOTING
338 SF (APPROX FACE)
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
RE
T
A
I
N
I
N
G

W
A
L
L

#
2
PL
A
N

A
N
D

P
R
O
F
I
L
E
RW-02
©
NORT
H
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
©
ST
R
U
C
T
U
R
A
L

N
O
T
E
S
ST-01
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
©
ST
R
U
C
T
U
R
A
L

N
O
T
E
S
ST-02
”
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
©
NO
R
T
H
ST
R
U
C
T
U
R
E

#
1
PL
A
N

&

P
R
O
F
I
L
E
ST-03
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
©
MA
T
C
H
L
I
N
E

S
T
A
.

1
0
0
1
+
3
5

-
Y
1
-
NORTH
ST
R
U
C
T
U
R
E

#
2
PL
A
N

&

P
R
O
F
I
L
E
ST-04
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
©
NORTH
MA
T
C
H
L
I
N
E

S
T
A
.

1
0
0
1
+
3
5

-
Y
1
-
MA
T
C
H
L
I
N
E

S
T
A
.

1
0
0
3
+
8
5

-
Y
1
-
ST
R
U
C
T
U
R
E

#
2
PL
A
N

&

P
R
O
F
I
L
E
ST-05
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
©
M
A
T
C
H
L
I
N
E

S
T
A
:

1
0
0
3
+
8
5

-
Y
1
-
NOR
T
H
MA
T
C
H
L
I
N
E

S
T
A
:

1
0
0
6
+
3
5

-
Y
1
-
ST
R
U
C
T
U
R
E

#
2
PL
A
N

&

P
R
O
F
I
L
E
ST-06
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
E
D

F
O
R
CI
T
Y

O
F

C
O
N
C
O
R
D
©
MA
T
C
H
L
I
N
E

S
T
A
:

1
0
0
6
+
3
5

-
Y
1
-
NOR
T
H
ST
R
U
C
T
U
R
E

#
2
PL
A
N

&

P
R
O
F
I
L
E
ST-07
CL
A
R
K
E

C
R
E
E
K
GR
E
E
N
W
A
Y
PR
E
P
A
R
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ˆ

Photo Page 1

Photo 1 – This photo is representative of the sc rub-shrub and emergent wetlands located in the northern portion of
the project area.

Photo 2 –This photo is representative of the scrub-shrub and emergent wetlands located in the northern portion of
the project area.
Title Photo Pages
Project Clarke Creek Greenway Phase A
Concord, Cabarrus County, NC
Prepared By

Date Project Number
04/25/2024 015290029

Photo Page 2

Photo 3 – This photo is representative of the emergent wetlands located within the maintained easement in the
central portion of the project area.

Photo 4 –This photo is representative of the emergent wetlands located within the maintained easement in the
central portion of the project area.
Title Photo Pages
Project Clarke Creek Greenway Phase A
Concord, Cabarrus County, NC
Prepared By

Date Project Number
04/25/2024 015290029

Photo Page 3

Photo 5 – This photo is representative of the non-tidal freshwater marsh wetlands located in the southern portion
of the project area.

Photo 6 –This photo is representative of the non-tidal freshwater marsh wetlands located in the southern portion
of the project area.
Title Photo Pages
Project Clarke Creek Greenway Phase A
Concord, Cabarrus County, NC
Prepared By

Date Project Number
04/25/2024 015290029

May 10, 2024

Lloyd Wm. Payne, Jr.
City of Concord
35 Cabarrus Ave. West
Concord, NC 28025 Expiration of Acceptance: 11/10/2024

Project: Clarke Creek Greenway Phase A County: Cabarrus

The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in-
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the applicable 404 Permit/401 Certification/Buffer Approval within this time frame,
this acceptance will expire. It is the applicant’s responsibility to send copies of the permits to DMS. Once
DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit
and payment must be made prior to conducting the authorized work. The amount of the in-lieu fee to be paid
by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location
(8-digit HUC) Impact Type Impact Quantity
Yadkin 03040105 Riparian Wetland 0.30

Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in-lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
Sincerely,

Kelly B. Williams
In-Lieu Fee Program Coordinator

cc: Chris Tinklenberg, agent