20211607 Ver 2_I-5898 PCN - RGP 50_20220506

Page 1 of 21 PCN Form - Version 1.5, September 2020
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):
Longitude (DD.DDDDDD):
Form Version 4, April 4, 2021
Pre-Construction Notification (PCN) Form
(Ver. 4, April 4, 2021))
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 online help file may be found at this link:
https://edocs.deq.nc.gov/WaterResources/0/edoc/624704/PCN%20Help%20File%202018-1-30.pdf
The help document may be found at this link:
http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Permits/2017-Nationwide-
Permits/Pre-construction-Notification/
Before submitting this form, please ensure you have submitted the Pre-Filing Meeting Request Form as
DWR will not be able to accept your application without this important first step. The Pre-Filing Meeting
Request Form is used to satisfy 40 C.F.R. Section 121.4(a) which states “At least 30 days prior to
submitting a certification request, the project proponent shall request a pre-filing meeting with the certifying
agency.” In accordance with 40 C.F.R. Section 121.5(b)(7), and (c)(5), all certification requests must
include documentation that a pre-filing meeting request was submitted to the certifying authority at least 30
days prior to submitting the certification request.   
Attach documentation of Pre-Filing Meeting Request to this Application.
Date of Pre-filing Meeting Request (MM/DD/YYYY) *: 11/3/2021
DWR ID # 20211607 Version 1 (If applicable)

Page 2 of 21 PCN Form - Version 1.5, September 2020

A. Processing Information
County (counties) where project is located: * Rockingham Additional (if needed).
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: I-5898
If yes, NCDOT WBS number: * 46860.1.1
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. * N/A
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 ): N/A
RGP number(s) (list all numbers ): RGP 50
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 DWR (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

Page 3 of 21 PCN Form - Version 1.5, September 2020
Pre-Filing Meeting Information
Before submitting this form please ensure you have submitted the Pre-Filing Meeting Request Form as we will not be
able to accept your application without this important first step. The Pre-Filing Meeting Request Form is used in
accordance with 40 C.F.R. Section 121.4(a) “At least 30 days prior to submitting a certification request, the project
proponent shall request a pre-filing meeting with the certifying agency” and in accordance with 40 C.F.R. Section
121.5(b)(7), and (c)(5) all certification requests shall include documentation that a pre-filing meeting request was
submitted to the certifying authority at least 30 days prior to submitting the certification request.

To read more information on when this form is needed prior to application submission:
https://www.epa.gov/sites/production/files/2020-07/documents/clean_water_act_section_401_certification_rule.pdf
To view the form: https://edocs.deq.nc.gov/Forms/DWR-Pre-Filing-Meeting-Request

Is this a courtesy copy notification ☐ Yes ☒ No
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 21 PCN Form - Version 1.5, September 2020

B. Applicant Information
1a. Who is the primary contact? * Jerry Parker, NCDOT Div 7
1b. Primary Contact Email: * [e-mail]
1c. Primary Contact Phone: * (###)###-#### [phone]
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: * See attached landowner list.
2b. Deed Book and Page No.: Click to enter.
2c. Contact Person (for corporations): Jerry Parker, NCDOT Div 7
2d. Address *
Street Address: See attached landowner list.
Address line 2: Click to enter.
City: Click to enter.
State/ Province/ Region: Click to enter.
Postal/ Zip Code: Click to enter.
Country: Click to enter.
2e. Telephone Number: * (###)###-#### [phone]
2f. Fax Number: (###)###-#### Click to enter.
2g. Email Address: * [e-mail]

3. Applicant Information (if different from owner)
3a. Name: * Jerry Parker, NCDOT Div 7
3b. Business Name (if applicable): NCDOT
3c. Address: *
Street Address: 1584 Yanceyville St.
Address line 2: P.O. Box 14996
City: Greensboro
State/ Province/ Region: NC
Postal/ Zip Code: 27415-4996
Country US
3d. Telephone Number: * (###)###-#### [phone]
3e Fax Number: (###)###-#### Click to enter.
3f. Email Address: * [e-mail]

Page 5 of 21 PCN Form - Version 1.5, September 2020

4. Agent/ Consultant (if applicable)
4a. Name: * Ray Bode, PWS
4b. Business Name: JMT
4c. Address: *
Street Address: 1130 Situs Court
Address line 2: Suite 200
City: Raleigh
State/ Province/ Region: NC
Postal/ Zip Code: 27606
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 21 PCN Form - Version 1.5, September 2020
C. Project Information and Prior Project History
1. Project Information
1a. Name of project: * U.S. 220 at U.S. 311/N.C. 135 Interchange and
Replacement of Bridge #780074
1b. Subdivision name (if appropriate): N/A
1c. Nearest municipality/town: * Mayodan

2. Project Identification
2a. Property identification number (tax PIN or parcel ID): Click to enter.
2b. Property size (in acres): Click to enter
2c. Project Address:
Street Address: Click to enter.
Address line 2: Click to enter.
City: Click to enter.
State/ Province/ Region: Click to enter.
Postal/ Zip Code: Click to enter.
Country: Click to enter.
2d. Site coordinates in decimal degrees (using 4-6 digits
after the decimal point): *
Latitude (DD.DDDDDD): * 36.415998
Longitude (-DD.DDDDDD): * -79.937269

3. Surface Waters
3a. Name of nearest body of water to proposed project: * Dan River
3b. Water Resources Classification of nearest receiving
water: *
WS-IV
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? * Roanoke
Choose additional (if needed)
3d. Please provide the 12-digit HUC in which the project is
located: *
030101030503
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 21 PCN Form - Version 1.5, September 2020
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: *
See attached supplemental text.
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.
None.
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: 0.03 acres
4g. List the total estimated linear feet of all existing streams (intermittent
and perennial) on the property: 3,083 linear feet
4g1. List the total estimated acreage of all existing open waters on the
property: 0 acres
4h. Explain the purpose of the proposed project: *
See attached supplemental text.
4i. Describe the overall project in detail, including the type of equipment to be used: *
See attached supplemental text.
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 21 PCN Form - Version 1.5, September 2020

5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or in
proposed impact areas? * ☒ Yes ☐ No ☐ Unknown
Comments:
Click to enter text.
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): SAW-2019-00578
5c. If 5a is yes, who delineated the jurisdictional
areas?
Name (if known): Ray Bode, PWS
Agency/Consultant Company: JMT
Other: Click to enter.
5d. List the dates of the Corps jurisdictional determination or State determination if a determination was made by
either agency.
8/12/2021
5d1. Attach jurisdictional determinations.

6. Future Project Plans
6a. Is this a phased project? ☐ Yes ☒ No
6b. If yes, explain.
Click to enter.
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.
Click to enter.
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)
See attached supplemental text
8. Scheduling of activity:
ROW and Utility: FY 2022; Construction: FY 2025 (Per the NCDOT January 2022 STIP)

Page 9 of 21 PCN Form - Version 1.5, September 2020

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)*
W1 Grading Permanent Headwater
Forest
WA Yes Corps <0.01
W2 Grading Temporary Headwater
Forest
WA Yes Corps <0.01
W3 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter
W4 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter
W5 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter
W6 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter
W7 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter
W8 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter
W9 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter
W10 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter
W11 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter
W12 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter
W13 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter
W14 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter
W15 Choose one Temp/ Perm Choose one Click to enter Y/N Choose one Click to enter
2g1. Total temporary wetland impacts <0.01 ac
2g2. Total permanent wetland impacts <0.01 ac
2g3. Total wetland impacts <0.02 ac
2h. Type(s) of material being discharged and the amount of each type in cubic yards:
Soil graded from the site.
2i. Comments:
Click to enter text.

Page 10 of 21 PCN Form - Version 1.5, September 2020

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 Construction
activites/roadway
fill
Temporary Other SC Reach 3 Perennial Both 10 30
S2 Culvert
extension
Permanent Crossing/
Culvert
SC Reach 3 Perennial Both 10 16
S3 Culvert Permanent Crossing/
Culvert
SD Reach 2 Intermittent Both 3.5 211
S4 Outlet
stabilization
Permanent Fill (Incl.
Riprap)
SD Reach 1 Intermittent Both 5 7
S5 Construction
activites/roadway
fill
Temporary Other SD Reach 1 Intermittent Both 5 925
S6 Construction
activites/roadway
fill
Temporary Other SC Reach 2 Perennial Both 15 41
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

Page 11 of 21 PCN Form - Version 1.5, September 2020
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: N/A linear ft
3i2. Total permanent stream
impacts: 234 linear ft
3i3. Total temporary stream
impacts: 996 linear ft
3i4. Total stream and ditch
impacts: 1230 linear ft
3j. Comments:
Click to enter.

Page 12 of 21 PCN Form - Version 1.5, September 2020
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*
4b.
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 13 of 21 PCN Form - Version 1.5, September 2020

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 14 of 21 PCN Form - Version 1.5, September 2020
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts through project design: *
See attached supplemental text.
1b. Specifically describe measures taken to avoid or minimize proposed impacts through construction techniques: *
See attached supplemental text.

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.
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: 234 linear feet
4c. If using stream mitigation, what is the stream temperature: warm
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): N/A square feet
4e. Riparian wetland mitigation requested: 0 acres
4f. Non-riparian wetland mitigation requested: N/A acres
4g. Coastal (tidal) wetland mitigation requested: N/A acres
4h. Comments:
Click to enter.

Page 15 of 21 PCN Form - Version 1.5, September 2020
5. Complete if Providing a Permittee Responsible Mitigation Plan
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 16 of 21 PCN Form - Version 1.5, September 2020
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 17 of 21 PCN Form - Version 1.5, September 2020
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:
Click to enter.

Page 18 of 21 PCN Form - Version 1.5, September 2020

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:
Click to enter.

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) DWR 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:
See attached supplemental text.
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
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.

Page 19 of 21 PCN Form - Version 1.5, September 2020

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. Raleigh
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? *
USFWS list for Rockingham County, NCNHP data explorer, field habitat assessments and species surveys.
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

Page 20 of 21 PCN Form - Version 1.5, September 2020
Explain: Click to enter.
6b. What data source(s) did you use to determine whether your site would impact Essential Fish Habitat? *
NMFS County Index

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? *
Coordination with SHPO
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.
Click to enter.
8c. What source(s) did you use to make the floodplain determination?
FEMA Floodplain Maps

H. Miscellaneous
Comments:
Click to enter.
Attach pertinent documentation or attachments not previously requested

Page 21 of 21 PCN Form - Version 1.5, September 2020
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: * Ray Bode, PWS
Signature: * Click to enter.
Date: * 1/11/2022

TIP: I-5898; WBS: 46860.1.1
PCN Application Supplemental Text

C. Project Information and Prior Project History
C.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:
The project area encompasses the US 220/US 311/NC 135 interchange and approximately 1000 feet of
US 311/NC 135 on the west and 1000 feet on the east sides of the interchange. Land cover within the
project area is primarily comprised of the road surface and maintained ROW landscape with some small,
forested areas. The forested areas are predominantly Dry-Mesic Oak-Hickory Forest, although there is
an area of Piedmont Headwater Stream Forest along the north-east edge of the project area. Land use
within the project area is predominantly transportation. There are several commercial areas that are
adjacent to the project area including Lowe’s Home Improvement, Wal-Mart, AutoZone, and multiple
restaurants. The project limits cross the access to these areas.
C.4h. Explain the purpose of the proposed project:
The North Carolina Department of Transportation (NCDOT) proposes to improve future I-73/US 220 at
the US 220/US 311/NC 135 interchange in Rockingham County (STIP No. I-5898). The proposed project
will replace Bridge No. 780074 and upgrade the interchange to accommodate future I-73 improvements.
The purpose of the project is to improve traffic flow and operational deficiencies within the interchange
area to ensure an acceptable level of performance as development and traffic continue to increase in
the area.
C.4i. Describe the overall project in detail, including the type of equipment to be used:
The project will replace Bridge No. 780074 over US 220 and upgrade the interchange to accommodate
future I-73 improvements. The proposed bridge will be aligned north of the existing bridge and will have
one eastbound lane and one westbound lane with two left turn lanes. The new bridge will be offset to
the north of the existing bridge far enough that it can be built in its entirety while the current bridge
remains open. The grade of the new bridge will be raised 6 feet higher than the current bridge to
accommodate the 17 feet of vertical clearance mandated under the new interstate standards. The
bridge design includes sidewalks on both sides. The northbound entrance ramp to US 220 will have two
lanes to receive traffic from the two left turn lanes, which will merge into a single lane before merging
onto US 220. Entry to Lowes and Little Caesar’s will be changed to right in/right out only access.
The east and west Y-line segments of NC 135 are proposed to be three 12- to 14-foot-wide lanes with a
curb and gutter drainage system. All of the discharge points of the curb and gutter system are located
on grassed slopes with rip rap flow diffusers. The four ramps are proposed to be 12- to 14-foot-wide
lanes with open vegetated shoulders that drain to grass lined roadside ditches. Stormwater will be
conveyed through grass lined roadside ditches, which drain to project streams.
During construction, silt fences, rock check dams, matting, and other erosion controls will be installed
per the guidance provided in the NCDOT Erosion and Sediment Control Design and Construction Manual
(2015) to treat runoff and prevent sediment laden discharge from leaving the work area.
Typical construction equipment and machinery will be used for grading, excavation, and construction
including track hoes, bulldozers, loaders, trenchers, and trucks.
TIP: I-5898; WBS: 46860.1.1
PCN Application Supplemental Text

C.6.7 Addresses of adjoining property owners whose property adjoins the waterbody
Owner Mailing
Address
City State Zip Adjoins
Impact #
OREO LLC PO BOX 1107 EDEN NC 27288-
1107
S6
PSI MAYODAN LLC 7609
BUSINESS
PARK DRIVE
GREENSBORO NC 27409-
9696
S4
ROCKINGHAM
COUNTY SCHOOL
511
HARRINGTON
HWY
EDEN NC 27288 S1 and S2
MURPHY OIL USA
INC #7241
PO BOX 7300 EL DORADO AR 71731-
7300
S3
FRO SPIN (NC) LLC 1823 BOONE
TRAIL RD
SANFORD NC 27330-
8662
S5
MCMICHAEL MILLS PO BOX 507 MADISON NC 27025-
0507
S5
WALMART REAL
ESTATE BUSINESS
TRUST
PO BOX 8050
MS0555
BENTONVILLE AR 72712-
8050
W1 and W2

D. Proposed Impacts Inventory
Proposed Impacts to jurisdictional waters:
S1 and S2 (Sheets 2 and 3):
S1 and S2 are located adjacent to the entry road to Dalton McMichael High School. The proposed work
will expand the roadway slope and extend the existing culvert, which will impact the perennial
jurisdictional stream (Stream SC Reach 3) at that location. At S1, approximately 30 linear feet of the
channel will be temporarily impacted by construction activities. At S2, approximately 16 linear feet of
the channel will be permanently placed in a 54-inch reinforced concrete pipe (RCP) culvert extension.
Areas temporarily impacted will be returned to pre-construction grade when work is complete.
W1 and W2 (Sheets 4 and 5):
W1 and W2 are located on the east side of ramp D near the north end of the merge lane. The proposed
work will require reshaping the swale at the toe of the roadway fill slope to facilitate stormwater
drainage. This will require both excavation and fill. At W1, less than 0.01 acres of permanent impacts to
a jurisdictional wetland (Wetland WA) located within the drainage swale are proposed. At W2, less than
0.01 acres of the wetland will be temporarily impacted by construction activities. Areas temporarily
impacted will be returned to pre-construction grade when work is complete.

TIP: I-5898; WBS: 46860.1.1
PCN Application Supplemental Text

S3 (Sheets 4 and 5):
S3 is located on the east side of ramp D, south of S2, near the north side NC 135 Y-line entry to the
ramp. The drainage swale will be routed through a RCP conveyance. The intermittent jurisdictional
stream (Stream SD Reach 2) currently located in the swale will also be included in that pipe, which will
result in 211 linear feet of permanent impact.
S4 (Sheets 4 and 5):
S4 is located on the east side of ramp C, south of NC 135. The intermittent stream impacted at S3
(Stream SD Reach 2) currently enters an RCP culvert section to pass under NC 135 and outlets to the
south of the interchange. The proposed work at S4 will permanently impact 7 linear feet of the stream
channel (Stream SD Reach 1) by removing and replacing the existing culvert and installing rip rap outlet
protection. The culvert will not be extended.
S5 (Sheets 4 and 5):
S5 is the reach of Stream SD Reach 1 parallel to ramp C will be temporarily impacted by construction
activities, totaling 925 linear feet of the reach within the limits of construction. Areas temporarily
impacted will be returned to pre-construction grade when work is complete.
S6 (Sheets 9 and 10):
S6 is located on the west side of ramp B. A perennial stream (Stream SC Reach 2) currently passes under
the interchange through an RCP west to east. The proposed work at S6 will temporarily impact 41 linear
feet of the stream channel at the inlet within the limits of construction due to construction activities.
Areas temporarily impacted will be returned to pre-construction grade when work is complete.
E. Impact Justification and Mitigation
E.1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the
project:
Impacts to jurisdictional waters have been minimized by utilizing ditches, cross pipes, junction boxes,
and rip rap outlet pads designed and sized to minimize erosive discharge velocity. Silt fence and other
erosion controls will be installed per the guidance provided in the NCDOT Erosion and Sediment Control
Design and Construction Manual (2015) to prevent sediment laden discharge from leaving the work
area. Pipe networks were utilized to preserve stream flow in areas where existing jurisdictional streams
are impacted by proposed roadway design and fill. To reduce permanent fill encroaching into existing
jurisdictional streams 2:1 roadway slopes are used.
E.1b. Specifically describe measures taken to avoid or minimize the proposed impacts through
construction techniques:
Construction of the project will utilize methods detailed in the NCDOT Erosion and Sediment Control
Design and Construction Manual (2015) to minimize impacts to jurisdictional waters. Silt fence, rock
check dams, pipe inlet sediment traps, and other erosion controls will be installed and maintained
throughout the duration of the project per the guidance.
TIP: I-5898; WBS: 46860.1.1
PCN Application Supplemental Text

G. Supplementary Information
G.3a. Will this project result in additional development which could impact nearby downstream water
quality?
No
G.3b. If you answered no, provide a short narrative description:
The purpose of the project is to improve traffic flow and operational deficiencies within the interchange
area to ensure an acceptable level of performance as development and traffic continue to increase in
the area. Erosion and control measures (as discussed above) will be strictly adhered to during
construction. Stormwater control measures (as discussed above) are incorporated into the final design
of the project to protect downstream water quality to the maximum extent practicable.

(Version 3.00; Released August 2021)46860.1.1TIP/Proj No:I-5898County(ies):Rockingham Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2045Existing: Year:The project consists of the widening of NC-135 from West of the US-220/311 interchange to East of US-220/311 interchange from 2 lanes in each direction to 2-3 lanes in each direction with independent turn lanes into commercial business and highway. Bridge 780074 will be replaced along the project corridor and 4 access ramps will be upgraded on/from US-220/311. The proposed stormwater runoff from the roadway widening has been conveyed to roadside ditches and storm drainage systems via curb and gutter that drain to existing outfalls. Minimization efforts were made to reduce potential impacts to Wetlands and Surface Waters. Pipe Networks were utilized to preserve stream flow in areas where existing Jurisdictional Streams are impacted by proposed roadway design and fill. 2:1 roadway slopes are used to reduce permanent fill encroaching into existing Jursidictional Streams. General Project Narrative:(Description of Minimization of Water Quality Impacts)Y Line - 2 to 3 10'-12' lanes w/ curb and gutter & Concrete MedianRamps A, B, C, D - 10'-12' lanes w/ open shoulder20,600Commercial/Business along alignment, Woods North/South of projectNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1590 Mail Service CenterAddress:General Project InformationI-589846860.1.1Address:11/19/2021919-707-6711Suite 100Raleigh, NC 27606Contractor / Designer:919-851-66061011 Schaub [e-mail]ect Built-Upon Area (ac.)16,000Y Line - 2 to 3 12'-14' lanes w/ curb and gutter & Concrete MedianRamps A, B, C, D - 12'-14' lanes w/ open [e-mail] Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.ac.City/Town:6.9Typical Cross Section Description: Surrounding Land Use: NoWetlands within Project Limits?5.40.51Project DescriptionProposed ProjectRoanokeRiver Basin(s): Galen Cail, PERaleigh, NC 27699-1590WBS Element:Roadway WideningWBS Element:MI EngineeringNCDOT Contact:
BEGIN PROJECT
END PROJECT
114°48'52"
TYP42'
TYP.33'
42'
TYP.41'
TYP.41'
TYP.
42'TYP.27'TYP.27'TYP.34'TYP22'TYP23'TYP19'CHARLES R. BARBOUR, PE
ENRICO A. ROQUE, PE
25 50 10050
25 50 10050
5 10 20 10
D
T
V
=
=
=
=
=
=
55
%
%
MPH
ADT
ADT
% *

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
FUNC CLASS =
RURAL MINOR
STATEWIDE TIER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)

PE

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
13-DEC-2021 10:40N:\NC Hydro\M19007_I-5898_Rockingham\Hydraulics\PERMITS_Environmental\Drawings\I5898_Hyd_prm_wet_tsh.dgn$$$$USERNAME$$$$CONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA S PORTTIONTATEOFNRTCAR
O
LI
NAJOHNSON, MIRMIRAN, & THOMPSON, INC.
1130 Situs Court, Suite 200, Raleigh NC, 27606
ARTERIAL PROJECT ENGINEER
NCDOT POINT OF CONTACT:
See Sheet 1C-1 For Survey Control Sheets
See Sheet 1B For Conventional Plan Sheet Symbols
See Sheet 1A For Index of Sheets
VICINITY MAP (NTS)
2018 STANDARD SPECIFICATIONS NA 2011 46860.1.1
PRODUCTION
PRODUCTIONI-5898 I-5898
4
5
6
7
8
-Y- NC 135
TO MAYODAN
TO EDEN
ROCKINGHAM COUNTY
-Y- POT STA. 106+00.00
BEGIN TIP PROJECT I-5898
-Y- POT STA. 133+10.00
END TIP PROJECT I-5898
BRIAN KETNER, PE
Mayodan
135
220
BYP
%311
220
BYP
%311
135
SEPTEMBER 15, 2020
= 0.513 MILESTOTAL LENGTH OF TIP PROJECT I-5898
LENGTH BRIDGE TIP PROJECT I-5898 = 0.031 MILES
= 0.482 MILESLENGTH ROADWAY TIP PROJECT I-5898
2017
2045
* TTST =1%DUAL 2%
40
16,000
20,600
11
3
135
135
220
BYP
%311
220
BYP
%311
A
B C
D
GRADING, PAVING, DRAINAGE, TO GREENSBOROT O MAR T INS VILL E , VA.
-Y- NC 135
RD.VALLEYDANROAD.SHAKEYDRIVECOMMERCE- THIS IS A FULL & PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS.
- CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
- THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF MAYODAN. -RAMP C- STA. 10+00.00
BEGIN CONSTRUCTION
-RAMP B- STA. 10+00.00
BEGIN CONSTRUCTION
-RAMP A- STA. 10+00.00
BEGIN CONSTRUCTION
-RAMP D- STA. 10+00.00
BEGIN CONSTRUCTION
-Y- STA. 118+87
BEGIN BRIDGE
-Y- STA. 120+52
END BRIDGE
FEBRUARY 17, 2020
STRUCTURE AND CULVERTS
US 135 FROM WEST OF SR 2177 (DAN VALLEY RD.) TO
-L- US 220 / 311-L- US 220/ 311EAST OF SR 2271 (SHAKEY RD.) AND SR 2283 (COMMERCE DR.)
Madison
MAYODAN MUNICIPAL BOUNDARIES 25% APPROVED SUBMITTALWETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 4
SITE 4
SITE 3SITE 2
SITE 4
SITE 5
SITE 1
SHEET 1 OF 12
PERMIT DRAWING
(
%
%
220
BUS
220
BUS
220
BYP
%
%
(
Mayo
Airport
220
BYP%
%
%311
BeaverIslandCreekDAN
RIVER
DAN
RIVERMAYORI
V
E
R
RI
V
E
R
Cedar Mtn.RA
ILW
A
YNORFOLK ANDWESTERNRAILW AY
NORTHERN AND
W ESTERN
311 AvenueSecondAvenueSecondHig
h
wa
y
St.Decator St.MarketSt.Academy
St.
311
311Second

S2
S1
W1
S3
S5
S4
S5
W1
W2
S5
S6
W2
POT Sta. 100+00.00100105110115120125130135140145150CS Sta. 150+28.13
ST Sta. 153+65.63155160 165170POT Sta. 173+34.04PIs Sta 134+76.29
FLs = 337.50'
LT = 225.06'
ST = 112.56'
PI Sta 143+32.55
D
L = 1,439.40'
T = 743.82'
R = 2,315.00'
PIs Sta 151+40.69
FLs = 337.50'
LT = 225.06'
ST = 112.56'
PI Sta 13+37.57
D
L = 662.50'
T = 337.57'
R = 1,400.00'
10
15
20
10
15
PI Sta 17+34.27
D
L = 359.92'
T = 182.77'
R = 840.00'
10
151015-RP C-
-RP D-
-Y-
-Y-
-Y-12'12'12'12'14'12'14'12'14'12'14'12'12'14'12'3'R
12'14'14'14'12'14'14'8.00' LT+00.00
16.00' RT+00.00
16.00' RT+00.00 8.00' LT+00.00
8.00' RT+00.00
16.00' LT+00.00
-Y3- SR 2283 (COMMERCE DR.) POT STA. 12+93.80
-Y- NC 135/ US 311 POT STA. 130+69.46
-Y3- SR 2283 (COMMERCE DR.) POT STA. 13+18.56
-Y- NC 135/ US 311 POT STA. 130+69.57
-Y4- SR 2271 (SHAKEY LN.) POT STA. 10+00.00-Y- NC 135/ US 311 POT STA 130+70.85
-Y-
-Y2- POT STA. 13+30.27
-Y4- POT STA. 13+11.79
9'R
14'12'14'14'12'14'12'12'12'14'14'12'12'14'12'12'14'POT Sta. 100+00.00100105110115120125130135PI Sta 116+23.66
D
L = 235.51'
T = 118.03'
PI Sta 124+68.41
D
L = 720.88'
T = 373.92'
R = 1,100.00'
PI Sta 130+75.39
D
L = 513.75'
T = 260.02'
R = 1,350.00'
PI Sta 116+23.66
D
L = 235.51'
T = 118.03'
R = 1,400.00'
PI Sta 112+91.11
D
L = 432.51'
T = 217.99'
R = 1,400.00'
PI Sta 112+91.11
D
L = 432.51'
T = 217.99'
R = 1,400.00'
-Y- NC 135 STA. 106+00.00
BEGIN PROJECT TIP I-5898
30.99' LT+41.32
6.00' RT+10.28
3'R
32.00' RT+35.00
75'R55'R
45'R 50'R
45'R
3'R 50'R65'R
44
0'R75'R30'R
45'R35'R80'R65'R65'R35'R175'R460'R
460'R
41.00' RT+33.08
21.77' RT+00.00
20.68' RT+10.74
29.00' LT+65.11
41.00' RT+14.36
41.00' RT+92.53 26.00' LT+06.44
3.00' RT+97.00
6.00' LT+52.49
-Y2- SR 2177 (DAN VALLEY ROAD) POT STA. 10+29.02
-Y- NC 135/ US 311 POT STA 110+42.95
-Y- PT Sta. 133+29.12
3.00' LT+11.20 30'R-RP C- POT STA. 10+00.00
BEGIN CONSTRUCTION
-RP A- POT STA. 10+00.00
BEGIN CONSTRUCTION
-RP D- POT STA. 10+00.00
BEGIN CONSTRUCTION
-Y2- POT STA. 11+25.00
END CONSTRUCTION -RP C--L- TS Sta. 132+51.23
-Y- PC Sta. 120+94.49
-RP B- POT STA 19+62.16
-Y- NC135/ US311 POT STA 116+40.20
-RP B- POT STA 19+32.02
-Y- NC135/ US311 POT STA 116+31.89-Y- PRC Sta. 115+05.62
-RP A- PC Sta. 16+43.02
-Y- PT Sta. 117+41.13
-RP A- POT STA 17+90.11
-Y- NC135/ US311 POT STA 116+40.20
-RP B--RP A--RP D--Y4--Y3--Y- PRC Sta. 128+15.37
POT STA. 11+52.50-Y4- SR 2271 (SHAKEY LN)END CONSTRUCTION
-L- SC Sta. 135+88.73-RP A--RD D- PT Sta. 16+62.50
-RP B--RP C-1259'R
3.00' LT+82.05
15.00' LT+42.00
3.00' RT+42.00
9'R 3.00' RT+50.02
-RP A- POT STA 17+59.39
-Y- NC135/ US311 POT STA 116+50.18
86.4
0'TAPER72
0'TAPER72
0'315'TAPER250'TAPER250'TAPER250'TAPER250'143'8:18:18:1CAT-1
TAPER
100'
TAPER
100'
CAT-1
CAT-1
CAT-1
CAT-1
GREU TL-2
GREU TL-3
GREU TL-3
GREU TL-2
TYPE III
TYPE III
TYPE III
GREU TL-3
CAT-18:18:1PIs Sta 134+76.29
FLs = 337.50'
LT = 225.06'
ST = 112.56'
PI Sta 143+32.55
D
L = 1,439.40'
T = 743.82'
R = 2,315.00'
PIs Sta 151+40.69
FLs = 337.50'
LT = 225.06'
ST = 112.56'
- L- (Existing)
-Y- POT Sta. 136+78.77
- L- (Existing)
12.16' LT+01.62
16'16'
33'4'4'4'
4'4'
16'4'
4'
4'
PAVEMENT TO BE REMOVED
41.00' RT+58.79 4'
4'12'12'12'12'
4'
4'
4'
4'
4'
4'14'12'12'14'12'14'4'
12'
12'
12'
12'
4'
4'12'4'12'4'
4'
12'4'
4'
12'4'
4'4'12'
49.01' RT+05.38
16.00' LT+85.66
-RP C- POT STA 19+27.07
-Y- NC135/ US311 POT STA 122+89.13
-RP C- POT STA 19+56.32
-Y- NC135/ US311 POT STA 122+92.93
3.00' RT+47.892.92' LT+48.55
1
2
3
4 5 6
1
7
9
8 10
11
12
13 14
15 16
17
18
19
15
1
12
9
12
8
24
41.00' LT+64.86
21.70' LT+91.46
-RP C- PC Sta. 15+51.50
1015-RP B- POT STA. 8+50.00
BEGIN CONSTRUCTION
-RP B-
-RP B- PC Sta. 6+71.30
-RP B- PT Sta. 10+09.7615PI Sta 8+41.28
D
L = 338.46'
T = 169.97'
R = 1,480.00'16.00' LT+00.00 8.00' RT+00.00
R
45'
-RP D- POT STA 21+15.85
-Y- NC135/ US311 POT STA 122+96.53
-RP D- POT STA 21+45.08
-Y- NC135/ US311 POT STA 122+92.93
-Y- NC 135/US 311 POT Sta. 119+69.55
-L- US 220 POT Sta. 131+78.78 =
15.00' LT+40.00
15.00' LT+90.39
41.00' LT+80.52
-RP C- PT STA 19+11.42
8.00' LT+90.77
15.00' RT+97.00
28.95' RT+99.39
15.00' RT+50.00
15.00' RT+41.13
26.31' RT+39.28
84.20' RT+25.57
46.54' RT+75.77
20.00' RT+34.35
19.85' LT+75.01
29.00' LT+65.02
-Y3- POT STA. 11+90.00END CONSTRUCTION
38.00' LT+87.46
12.00' LT+15.87
6.00' LT+15.87
CAT-1
-Y4- SR 2271 (SHAKEY LN.) POT STA. 10+20.20-Y- NC 135/ US 311 POT STA. 130+73.54
32.00' RT+18.89
20.80' RT+63.43
20.22' RT+35.51
-Y3- POT STA. 10+00.00
-Y- PC Sta. 110+73.12
-Y2- SR 2177 (DAN VALLEY ROAD) POT STA. 10+00.00
-Y- NC 135/ US 311 POT STA 110+50.33
27.28' LT+90.35
41.00' LT+14.88
10
20.00' RT+47.65
23.66' LT+70.29
19.83' LT+15.72
RO = 168'e = 0.040
e = 0.040
RO = 132'
DS = 40mph
DS = 40mph
PI Sta 17+19.25
L = 147.98'
T = 76.23'
R = 250.00'
-RP A -
D
RO = 168'e = 0.040
DS = 40mph
R = 1,400.00'
e = 0.040
RO = 132'
DS = 40mph
e = 0.040
DS = 60mph
RO = 76'
e = 0.040
DS = 60mph
RO = 88'
RO = 76'
DS = 60mphe = 0.03
e = 0.060
DS = 60mph
RO = 108'
e = 0.040 e = 0.040
RO = 148'
DS = 40mph
DS = 40mphRO = 168'70'RTL-3GREU
-Y-
2045 ADT 2024 ADT
NC 135
5,1004,575
1,6001,375DALTON McMICHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD)
DALTON McMICHAEL HIGH SCHOOL
US 311-Y-
SR 2177 (DAN VALLEY RD)
10,8009,150
2,4002,100
5,8005,200
800725
700625
16,00013,750
-Y-
2045 ADT 2024 ADT
NC 135
5,1004,575 1,6001,375
DALTON McMICHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD)
DALTON McMICHAEL HIGH SCHOOL
US 311-Y-
SR 2177 (DAN VALLEY RD)10,8009,150
2,4002,1000
5,8005,200
800725
700625
16,00013,750
-Y-
2045 ADT 2024 ADT
NC 135
5,1004,575 1,6001,375
DALTON McMICHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD)
DALTON McMICHAEL HIGH SCHOOL
US 311-Y-
SR 2177 (DAN VALLEY RD)10,8009,150
2,4002,100
5,8005,200
800725
700625
16,00013,750
-Y-
2045 ADT 2024 ADT
NC 135
5,1004,575 1,6001,375
DALTON McMICHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD)
DALTON McMICHAEL HIGH SCHOOL
US 311-Y-
SR 2177 (DAN VALLEY RD)10,8009,150
2,4002,100
5,8005,200
800725
700625
16,00013,750
2045 ADT 2024 ADT
NC 135
500
350

1,500
1,275
SR 2283 (COMMERCE DR.) & SR 2271 (SHAKEY LANE)
SR 2283 (COMMERCE DR.)
US 311-Y-
SR 2271 (SHAKEY LN)
17,400
14,400
9,500
7,775
1,900
1,450
10,000
8,4258,000
6,500
1,400
1,100
-Y--Y2--Y-
-Y-
-Y-
+25.09END 5' SW
+15.02BEGIN 5' SW
+14.57 END 5' SW
+25.45END 5' SW
-L- STA 130+52.91 74.5' LT
BEGIN MSE WALL LT
-L- STA 131+14.09 74.5' RT
BEGIN MSE WALL RT
-L- STA. 133+12.60 74.50 RT
END MSE WALL RT
-L- STA. 132+33.59 74.5' LT
END MSE WALL LT
98.32' LT+74.32121.68' LT+81.05
22.60' RT+25.52
+00.00BEGIN 5' SW
20.80' LT+41.52
25.50' LT+91.56
39.56' LT+86.41
15.00' LT+33.00
29.00' LT+00.69
23.79' LT+14.3621.91' LT+03.52
24.00' RT+56.32
16.42' LT+51.08
+87.88ENDN 5' SW
41.00' LT+65.00
-Y- US 311/ NC 135 POC STA. 133+15.00
END PROJECT TIP I-5898
20.98' RT+23.67
+15.02 END 5' SW
+41.76BEGIN 5' SW
+96.21BEGIN 5' SW
+30.52END 5' SW
+81.54BEGIN 5' SW
+73.94BEGIN 5' SW
CR
CR
CR
CR
CR
CR CR
CR
CR
CR
15.00' RT+82.05
0101030404+29.12+37.6104+37.61030302020101000002020303040404040303020202020303040404040303020201010000010102020303040404040303+29.120203+45.1202040100010215.00' RT+11.20
+77.1126.73' RT+45.94 +98.38+98.38+85.12+69.12+69.12+66.49+66.49+50.49+50.49+73.12+73.12+83.38+83.38+47.36+47.3602
02
04
01
00
01
02
03
+47.16
+81.17
06
05
04
03
02
06
02
03
04
+61.86
+16.16
+09.16
+27.00
+30.6902
03
04
+30.15
+62.15
+34.0002
05
01
02 +10.9504
03
+67.36
03
028
04
03
02
01
00
01
02 02
03
03
+39.81 NAD 83NAD 83NAD 83NAD 83NAD 83NAD 83FranklinSt.Murphy St.WaterSt.AyersvilleRoadM
ai
nSt.
W
ashin
gto
nSt.
Ayersville
Road
WillTurnerRd.MarketSt.Wood
ha
ve
n Dr.
Frye Rd.
Rd.Camden Twin Springs Rd.Rd.Brown Mtn. Rd.Hi
c
kor
yR
iv
er R
d.Lela Rd.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
04 I-5898 13-DEC-2021 11:19N:\NC Hydro\M19007_I-5898_Rockingham\Hydraulics\PERMITS_Environmental\Drawings\I5898_Hyd_prm_wet_psh_04.dgnkedgerton AT MIENG011120178/17/99 INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH LINE STA. 300+00.00 SEE SHEET 03Prepared in the Office of:
JOHNSON, MIRMIRAN, & THOMPSON, INC.
1130 Situs Court, Suite 200, Raleigh NC, 27606
MATCH LINE -Y- STA. 113+00.00 SEE SHEET 05SEE SHEET 13 FOR -Y2- PROFILE
SEE SHEET 09 FOR -Y- PROFILE
GRAPHIC SCALE
0'50'100'150'50'
-Y-12'12'12'12'14'12'14'12'14'12'-Y2- POT STA. 13+30.27
9'R14'12'14'12'POT Sta. 100+00.00100105110PI Sta 116+23.66
D
L = 235.51'
T = 118.03'
R = 1,400.00'
PI Sta 112+91.11
D
L = 432.51'
T = 217.99'
R = 1,400.00'
-Y- NC 135 STA. 106+00.00
BEGIN PROJECT TIP I-5898
30.99' LT
+41.32 45'R
35'R 80'R 65'R65'R
41.00' RT
+33.08
21.77' RT
+00.00
20.68' RT
+10.74
-Y2- SR 2177 (DAN VALLEY ROAD) POT STA. 10+29.02
-Y- NC 135/ US 311 POT STA 110+42.95
3.00' LT
+11.20
-Y2- POT STA. 11+25.00
END CONSTRUCTION 16'16'
33
'41.00' RT
+58.79
1
2 3
4
5
6
41.00' LT
+64.86
21.70' LT
+91.46
1515R45'
-Y- PC Sta. 110+73.12
-Y2- SR 2177 (DAN VALLEY ROAD) POT STA. 10+00.00
-Y- NC 135/ US 311 POT STA 110+50.33
27.28' LT
+90.35
41.00' LT
+14.88NAD 83RO = 168'
e = 0.040 e = 0.040
RO = 132'
DS = 40mphDS = 40mph
-Y-
2045 ADT
2024 ADT
NC 135
5,100
4,575

1,600
1,375
DALTON McMICHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD)
DALTON McMICHAEL HIGH SCHOOL
US 311
-Y-
SR 2177 (DAN VALLEY RD)
10,800
9,150
2,400
2,100
5,800
5,200
800
725
700
625
16,000
13,750
-Y--Y2-+25.09
END 5' SW
+00.00
BEGIN 5' SW
20.80' LT
+41.52
25.50' LT
+91.56
+81.54
BEGIN 5' SW
CR
CR
SBRUSH
CONC
WOODS
36"CONC
48"CONC
GR
10'GRWALL
6" STONE
W/LT
WOODS
WOODS 15" CMP15" RCPCANOPY
CANOPY
GR
1SFD SIGSIG
SIG
SIGGR
BST
1SBLKBUS
84"CONC
S
12"C&GCONC
LT
S
LT
S
BRUSH
BST
3
0
"C&GLT3
0
"C&GBST
BRICK SIGN
ELECTRONIC &
GRAVEL
LANDSCAPE
4
8
"
F
ABRI
CRIP RAP
CONC ISL
SR 2177 DAN VALLEY RD 56.5' BST36.5' BST
SR 2281 NC 135 36' BST
SR 2281 NC 135 BST VARIES
30" C&G 30" C&G
30" C&G
30" C
&
G
30" C&G
30" C&G 30" C&G
30" C&G24" C&G24" C&G
24" C&G
30" C&G 30" C&G30" C&G
30" C&G
43.5' BST9' GR30' BST
9
' GR
9' BST
CONC
11' CONCCONC
CB18" RCP
CB15" HDPECB18" HDPECBCB 15" RCP
TOP=693.08'TOP=692.28'CB
CB
15" RCPS
DI
12" RCP TOP=675.86'TOP=675.60'S
12" RCP 12" RCPCICIDI
DI
14' CONC HW
HW
4' CONC
HW
14' CONC RIP RAP4
8
" RCP
DI
DI
2
4
" RCP
48" RCP
48" RCP
48" RCPCB
CB
5
4
" RCP54" RCPDICONC(BY PLANS)
15" RCP
(BY PLANS)
54" RCP
15" RCP15" RCP
15" RCPUNKNOWN
END
CB CB
EIP
EIP
CONC
N
50
°59'46" W2
8
.94'
S
85°31'40" W
202.44'
N
85°31'42" E
114.04'S 12°55'30" E202.05'EIP
EIP
CONC
N 12°55'30" W189.51'AUTOZONE DEVELOPMENT
PB 63 PG 44
DB 1430 PG 2094
RUTH ANN MARTIN
PB 18 PG 48
DB 781 PG 791
DB 733 PG 903
(NO CURRENT DEED REFERENCE FOUND)
DARIEN M. CAPLE
NICHOLAS D. CAPLE
KAREN A. CAPLE
COREY M. CAPLE
PB 18 PG 48
DB 1529 PG 579
SAMUEL RICHARDS
PB 18 PG 48
DB 1358 PG 1356
JOSE G. DIAZ
PB 18 PG 48
DB 746 PG 70 INVESTMENT CO INC
RAKESTRAW
PB 18 PG 48
DB 1481 PG 2995
PB 18 PG 48
PB 18 PG 48
DB 1314 PG 2390
OF ROCKINGHAM, INC
ROBESON ASSISTED LIVING
CEMETERY
LLEWELLYN
ROCKINGHAM COUNTY SCHOOLS
DB 764 PG 591
EIPEIPEIPEIP
EIP
EIP
EIP
S 77°13
'04" W
88.57
'N 04°49'41" W70.57'S 19°13'00" E84.07'N 66°05'34" E
70.71'S 19°08'47" E189.38'S 19°04'35" E189.53'S 19°12'06" E189.66'S 19°09'49" E189.83'N 70°50'26" E
109.86'
N 70°48'49" E
101.76'
N 70°49'19" E
119.76'S 04°19'12" E87.13'N
85°38'34" E
200.00'
N 70°53'39" E
8.67'
PROJ.# 6.511018
NCDOT HWY
PDE
80.00'EXISTING R/W
EXISTING R/W
N 70°48'59" E
88.28'
PB 63 PG 44
UTILITY EASE
MENT
PB 18 PG 4820' UTILITY & DRAINAGE EASEMENT PB 18 PG 48
EASEMENT
20' UTILITY & DRAINAGE 30.00'SCI
2
4
" RCP
15" HDPE
INV=672.42'3
0
"C&G3
0
"C&GBM6
PROJ.# 6.511018
NCDOT HWY
PDE
INV=672.48'CB
TO MAYODAN
18" HDPE
TO MADISON15' CONCLOCATION
POSSIBLE JB
(BY PLANS)
5
4" RCPTOP=676.44'54" RCP BENDS
OF JUNCTION BOXES
APPROX. VISUAL LOCATION
T
I
N CONDUI
TCONDUIT
IN
I
N CONDUI
TSERVICEHH
T
VAULT
WATER
T
T
2"PL
2"PL
OREO LLC
PB 63 PG 44
PB 77 PG 55
DB 1513 PG 968
RETAIN 18" RCP
RETAIN 2GI & DO NOT DISTURB
0401 0402
0403
0404 0405
0406
04070408
04090410
04110412
0414
HW
0415
0416
0417
0418
0421
0419
0420
E405
REMOVE
REMOVE
RETAI
NRETAINRETAINRETAINRETAINRETAINRETAIN
REMOVE 12" RCP & DI'S
REMOVE 12" RCP REMOVE 12" RCP & HW
REMOVE
& 15" RCP
REMOVE CB'S
&15" RCP
REMOVE CB/S
0413
W/54" RCP-IV
COLLAR/EXTEND
REMOVE CB
2GI
15" RCP-IV 54" R C P-IV18" RCP-IV
18" RCP-IV
0430
S2
S1
CB
CB
CB CB
CBCBCB
CB
CB
CB
CB
CB CB
CB
CB
CB
CB 0304+29.12+29.120203+45.1202040100010215.00' RT
+11.20+77.11TYP
42'
26.73' RT
+45.94
106 107 108 109 110 111
112
TB 2GI15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV INV=671.8
TOP=679.3
INV=671.7TOP=678.1
INV=673.8TOP=678.1
INV=672.0
TOP=678.1
INV=672.2
TOP=675.2
INV=679.5
TOP=682.5
INV=674.1TOP=678.1
INV=672.7
TOP=675.7
INV=685.1
TOP=688.1
INV=675.3TOP=678.3
INV=664.1
VERIFY INVERTS DURING CONSTR.
NOT CHECKED)
OF EXIST. JB AND INVERTS THIS IS POSSIBLE LOCATION(TOP/INV ARE ASSUMED SINCE INV=662.0
TOP=667.0
INV=672.16TOP=675.8
INV=662.9 collar inv at 54"
INV(54")=663.5
INV(15")=670.1 (from0411)
INV(15")=670.0 (from0419)
TOP=675.92
FOR OFFSET CB
SEE SPECIAL DETAIL
COLLAR AND EXTEND
INV=672.84(15")
INV=672.59(18")
TOP=675.59
INV=671.95(18")
INV=672.0(15")
TOP=675.2
0417
INV=672.2
TOP=675.2
0418
INV=671.0 (from 417)
INV=671.9 (from 420)
TOP=675.2
0419
INV=673.5(out)
INV=676.7
TOP=679.7
INV=675.23
TOP=677.48
INV(from 404)=674.7
INV=678.1
TOP=681.1
INV=675.42
TOP=677.67
F
F
FF
F
CC
C
C
C
CC
C
C
F
C
C
F
F
F
F
F
ELEV 677.6225
SAG STA 111+73.76
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 2 OF 12
PERMIT DRAWING
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
18" RCP-IV 18" RCP-I
V
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
04 I-5898 13-DEC-2021 11:20N:\NC Hydro\M19007_I-5898_Rockingham\Hydraulics\PERMITS_Environmental\Drawings\I5898_Hyd_prm_wet_psh_04_con.dgnkedgerton AT MIENG011120178/17/99 INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH LINE STA. 300+00.00 SEE SHEET 03Prepared in the Office of:
JOHNSON, MIRMIRAN, & THOMPSON, INC.
1130 Situs Court, Suite 200, Raleigh NC, 27606
MATCH LINE -Y- STA. 113+00.00 SEE SHEET 05SEE SHEET 13 FOR -Y2- PROFILE
SEE SHEET 09 FOR -Y- PROFILE
-Y-12'12'12'12'14'12'14'12'14'12'-Y2- POT STA. 13+30.27
9'R14'12'14'12'POT Sta. 100+00.00100105110PI Sta 116+23.66
D
L = 235.51'
T = 118.03'
R = 1,400.00'
PI Sta 112+91.11
D
L = 432.51'
T = 217.99'
R = 1,400.00'
-Y- NC 135 STA. 106+00.00
BEGIN PROJECT TIP I-5898
30.99' LT
+41.32 45'R
35'R 80'R 65'R65'R
41.00' RT
+33.08
21.77' RT
+00.00
20.68' RT
+10.74
-Y2- SR 2177 (DAN VALLEY ROAD) POT STA. 10+29.02
-Y- NC 135/ US 311 POT STA 110+42.95
3.00' LT
+11.20
-Y2- POT STA. 11+25.00
END CONSTRUCTION 16'16'
33
'41.00' RT
+58.79
1
2 3
4
5
6
41.00' LT
+64.86
21.70' LT
+91.46
1515R45'
-Y- PC Sta. 110+73.12
-Y2- SR 2177 (DAN VALLEY ROAD) POT STA. 10+00.00
-Y- NC 135/ US 311 POT STA 110+50.33
27.28' LT
+90.35
41.00' LT
+14.88NAD 83RO = 168'
e = 0.040 e = 0.040
RO = 132'
DS = 40mphDS = 40mph
-Y-
2045 ADT
2024 ADT
NC 135
5,100
4,575

1,600
1,375
DALTON McMICHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD)
DALTON McMICHAEL HIGH SCHOOL
US 311
-Y-
SR 2177 (DAN VALLEY RD)
10,800
9,150
2,400
2,100
5,800
5,200
800
725
700
625
16,000
13,750
-Y--Y2-+25.09
END 5' SW
+00.00
BEGIN 5' SW
20.80' LT
+41.52
25.50' LT
+91.56
+81.54
BEGIN 5' SW
CR
CR
SBRUSH
CONC
WOODS
36"CONC
48"CONC
GR
10'GRWALL
6" STONE
W/LT
WOODS
WOODS 15" CMP15" RCPCANOPY
CANOPY
GR
1SFD SIGSIG
SIG
SIGGR
BST
1SBLKBUS
84"CONC
S
12"C&GCONC
LT
S
LT
S
BRUSH
BST
3
0
"C&GLT3
0
"C&GBST
BRICK SIGN
ELECTRONIC &
GRAVEL
LANDSCAPE
4
8
"
F
ABRI
CRIP RAP
CONC ISL
SR 2177 DAN VALLEY RD 56.5' BST36.5' BST
SR 2281 NC 135 36' BST
SR 2281 NC 135 BST VARIES
30" C&G 30" C&G
30" C&G
30" C
&
G
30" C&G
30" C&G 30" C&G
30" C&G24" C&G24" C&G
24" C&G
30" C&G 30" C&G30" C&G
30" C&G
43.5' BST9' GR30' BST
9
' GR
9' BST
CONC
11' CONCCONC
CB18" RCP
CB15" HDPECB18" HDPECBCB 15" RCP
TOP=693.08'TOP=692.28'CB
CB
15" RCPS
DI
12" RCP TOP=675.86'TOP=675.60'S
12" RCP 12" RCPCICIDI
DI
14' CONC HW
HW
4' CONC
HW
14' CONC RIP RAP4
8
" RCP
DI
DI
2
4
" RCP
48" RCP
48" RCP
48" RCPCB
CB
5
4
" RCP54" RCPDICONC(BY PLANS)
15" RCP
(BY PLANS)
54" RCP
15" RCP15" RCP
15" RCPUNKNOWN
END
CB CB
EIP
EIP
CONC
N
50
°59'46" W2
8
.94'
S
85°31'40" W
202.44'
N
85°31'42" E
114.04'S 12°55'30" E202.05'EIP
EIP
CONC
N 12°55'30" W189.51'AUTOZONE DEVELOPMENT
PB 63 PG 44
DB 1430 PG 2094
RUTH ANN MARTIN
PB 18 PG 48
DB 781 PG 791
DB 733 PG 903
(NO CURRENT DEED REFERENCE FOUND)
DARIEN M. CAPLE
NICHOLAS D. CAPLE
KAREN A. CAPLE
COREY M. CAPLE
PB 18 PG 48
DB 1529 PG 579
SAMUEL RICHARDS
PB 18 PG 48
DB 1358 PG 1356
JOSE G. DIAZ
PB 18 PG 48
DB 746 PG 70 INVESTMENT CO INC
RAKESTRAW
PB 18 PG 48
DB 1481 PG 2995
PB 18 PG 48
PB 18 PG 48
DB 1314 PG 2390
OF ROCKINGHAM, INC
ROBESON ASSISTED LIVING
CEMETERY
LLEWELLYN
ROCKINGHAM COUNTY SCHOOLS
DB 764 PG 591
EIPEIPEIPEIP
EIP
EIP
EIP
S 77°13
'04" W
88.57
'N 04°49'41" W70.57'S 19°13'00" E84.07'N 66°05'34" E
70.71'S 19°08'47" E189.38'S 19°04'35" E189.53'S 19°12'06" E189.66'S 19°09'49" E189.83'N 70°50'26" E
109.86'
N 70°48'49" E
101.76'
N 70°49'19" E
119.76'S 04°19'12" E87.13'N
85°38'34" E
200.00'
N 70°53'39" E
8.67'
PROJ.# 6.511018
NCDOT HWY
PDE
80.00'EXISTING R/W
EXISTING R/W
N 70°48'59" E
88.28'
PB 63 PG 44
UTILITY EASE
MENT
PB 18 PG 4820' UTILITY & DRAINAGE EASEMENT PB 18 PG 48
EASEMENT
20' UTILITY & DRAINAGE 30.00'SCI
2
4
" RCP
15" HDPE
INV=672.42'3
0
"C&G3
0
"C&GBM6
PROJ.# 6.511018
NCDOT HWY
PDE
INV=672.48'CB
TO MAYODAN
18" HDPE
TO MADISON15' CONCLOCATION
POSSIBLE JB
(BY PLANS)
5
4" RCPTOP=676.44'54" RCP BENDS
OF JUNCTION BOXES
APPROX. VISUAL LOCATION
T
I
N CONDUI
TCONDUIT
IN
I
N CONDUI
TSERVICEHH
T
VAULT
WATER
T
T
2"PL
2"PL
OREO LLC
PB 63 PG 44
PB 77 PG 55
DB 1513 PG 968
RETAIN 18" RCP
RETAIN 2GI & DO NOT DISTURB
0401 0402
0403
0404 0405
0406
04070408
04090410
04110412
0414
HW
0415
0416
0417
0418
0421
0419
0420
E405
REMOVE
REMOVE
RETAI
NRETAINRETAINRETAINRETAINRETAINRETAIN
REMOVE 12" RCP & DI'S
REMOVE 12" RCP REMOVE 12" RCP & HW
REMOVE
& 15" RCP
REMOVE CB'S
&15" RCP
REMOVE CB/S
0413
W/54" RCP-IV
COLLAR/EXTEND
REMOVE CB
2GI
15" RCP-IV 54" R C P-IV18" RCP-IV
18" RCP-IV
0430
660660660665665665670670670670670670675675
675675
675 675675
675
675675 675675675675675675680
680
680680
680680680680680680680680680680680680
6
8
0680680 680680685
685685
685
685
685
685685685685
685685685685685685685685685685685685685685685 685690
690
690690
690
690
690
690690690690690690
690690
690690690690690690690
690690690690
6
9
0690690 690690690690690690690690690690690690690 690
690
690690
690690690690690 6906906906906
9
0
690690690690690690
690690
690690690695695
6956956
95695 695695
6956956956956956956956956956956956956956956956
9
5695695
695
695
695695695695695695695695
700700700700700
700700
700700700700700700700700700700700700
700700700700 S2
S1
CB
CB
CB CB
CBCBCB
CB
CB
CB
CB
CB CB
CB
CB
CB
CB 0304+29.12+29.120203+45.1202040100010215.00' RT
+11.20+77.11TYP
42'
26.73' RT
+45.94
106 107 108 109 110 111
112
TB 2GI15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV INV=671.8
TOP=679.3
INV=671.7TOP=678.1
INV=673.8TOP=678.1
INV=672.0
TOP=678.1
INV=672.2
TOP=675.2
INV=679.5
TOP=682.5
INV=674.1TOP=678.1
INV=672.7
TOP=675.7
INV=685.1
TOP=688.1
INV=675.3TOP=678.3
INV=664.1
VERIFY INVERTS DURING CONSTR.
NOT CHECKED)
OF EXIST. JB AND INVERTS THIS IS POSSIBLE LOCATION(TOP/INV ARE ASSUMED SINCE INV=662.0
TOP=667.0
INV=672.16TOP=675.8
INV=662.9 collar inv at 54"
INV(54")=663.5
INV(15")=670.1 (from0411)
INV(15")=670.0 (from0419)
TOP=675.92
FOR OFFSET CB
SEE SPECIAL DETAIL
COLLAR AND EXTEND
INV=672.84(15")
INV=672.59(18")
TOP=675.59
INV=671.95(18")
INV=672.0(15")
TOP=675.2
0417
INV=672.2
TOP=675.2
0418
INV=671.0 (from 417)
INV=671.9 (from 420)
TOP=675.2
0419
INV=673.5(out)
INV=676.7
TOP=679.7
INV=675.23
TOP=677.48
INV(from 404)=674.7
INV=678.1
TOP=681.1
INV=675.42
TOP=677.67
F
F
FF
F
CC
C
C
C
CC
C
C
F
C
C
F
F
F
F
F
ELEV 677.6225
SAG STA 111+73.76
GRAPHIC SCALE
0'50'100'150'50'
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 3 OF 12
PERMIT DRAWING
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
18" RCP-IV 18" RCP-I
V
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
05 I-5898 13-DEC-2021 11:20N:\NC Hydro\M19007_I-5898_Rockingham\Hydraulics\PERMITS_Environmental\Drawings\I5898_Hyd_prm_wet_psh_05.dgnkedgerton AT MIENG011120178/17/99 INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH LINE STA. 300+00.00 SEE SHEET 03Prepared in the Office of:
JOHNSON, MIRMIRAN, & THOMPSON, INC.
1130 Situs Court, Suite 200, Raleigh NC, 27606
SEE SHEET 07MATCH LI
NE -L- STA. 135+00.00SEE SHEET 07
STA. 13+00.00MATCH LINE -RP A- S
E
E

S
H
E
E
T
07S
T
A
. 18+00.00M
A
T
C
H

L
IN
E
-R
P

D
-SEE
SHEET
08
MATCH
L
INE
-RP
B
- STA
. 16+00
.00
SEE SHEET 08MATCH LI
NE
-L- STA. 127+00.00SEE S
HEET 08MAT
C
H LI
NE -
RP
C- ST
A. 14+00.00MATCH LINE -Y- STA. 113+00.00 SEE SHEET 04MATCH LINE -Y- STA. 125+00.00 SEE SHEET 06SEE SHEET 15 FOR -WALL- PROFILE
SEE SHEET 14 FOR -L- PROFILE
SEE SHEET 12 FOR -RPD- PROFILE
SEE SHEET 12 FOR -RPC- PROFILE
SEE SHEET 11 FOR -RPB- PROFILE
SEE SHEET 11 FOR -RPA- PROFILE
SEE SHEET 09 FOR -Y- PROFILE130135PI Sta 17+34.27
D
L = 359.92'
T = 182.77'
R = 840.00'
1515-RP C-
-Y-14'12'12'14'12'14'12'14'12'14'14'115120125PI Sta 116+23.66
D
L = 235.51'
T = 118.03'
PI Sta 112+91.11
D
L = 432.51'
T = 217.99'
R = 1,400.00'
6.00' RT
+10.28
3'R
6
5'R440'R75'R 30'R35'R17
5'R
460'R
460'R29.00' LT
+65.11
41.00' RT
+14.36 41.00' RT
+92.53
26.00' LT
+06.44
3.00' RT
+97.00 30'R
-RP C--L- TS Sta. 132+51.23
-Y- PC Sta. 120+94.49
-RP B- POT STA 19+62.16
-Y- NC135/ US311 POT STA 116+40.20
-RP B- POT STA 19+32.02
-Y- NC135/ US311 POT STA 116+31.89
-Y- PRC Sta. 115+05.62
-RP A- PC Sta. 16+43.02
-Y- PT Sta. 117+41.13
-RP A- POT STA 17+90.11
-Y- NC135/ US311 POT STA 116+40.20
-RP B--RP A--RP D-9'R 3.00' LT
+82.05
15.00' LT
+42.00
3.00' RT
+42.00 9'R-RP A- POT STA 17+59.39
-Y- NC135/ US311 POT STA 116+50.18
86.40'TAPER720'315'TAPER250'
TA PER250'
143'
8:1
8:1 TAPER100'
CAT-1
CAT-1
CAT-1
CAT-1
GREU TL-2
GREU TL-3
GREU TL-2
TYPE III
TYPE III
TYPE III
GREU TL-3
CAT-1
8:1PIs Sta 134+76.29
F
Ls = 337.50'
LT = 225.06'
ST = 112.56'
PI Sta 143+32.55
D
L = 1,439.40'
T = 743.82'
R = 2,315.00'
PIs Sta 151+40.69
F
Ls = 337.50'
LT = 225.06'
ST = 112.56'
- L- (Existing)
4'
PAVEMENT TO BE REMOVED
114°48'52"
4'4'12'
12'12'12'
4
'
4
'14'12'12'14'12'14'4'12'12'4'
12'4'4'
4'
12'
49.01' RT
+05.38
16.00' LT
+85.66
-RP C- POT STA 19+27.07
-Y- NC135/ US311 POT STA 122+89.13
-RP C- POT STA 19+56.32
-Y- NC135/ US311 POT STA 122+92.93
3.00' RT
+47.89
2.92' LT
+48.55
1
7
9
12 841.00' LT
+64.86
-RP C- PC Sta. 15+51.50
-RP D- POT STA 21+15.85
-Y- NC135/ US311 POT STA 122+96.53
-RP D- POT STA 21+45.08
-Y- NC135/ US311 POT STA 122+92.93
-Y- NC 135/US 311 POT Sta. 119+69.55
-L- US 220 POT Sta. 131+78.78 =
15.00' LT
+40.00 15.00' LT
+90.39
41.00' LT
+80.52
-RP C- PT STA 19+11.42
8.00' LT
+90.77
15.00' RT
+97.00
28.95' RT
+99.39
15.00' RT
+50.00
15.00' RT
+41.13
26.31' RT
+39.28
84.20' RT
+25.57
46.54' RT
+75.77
CAT-1NAD 83PI Sta 17+19.25
L = 147.98'
T = 76.23'
R = 250.00'
-RP A -
D
RO = 168'
e = 0.040
DS = 40mph
R = 1,400.00'
e = 0.040
RO = 132'
DS = 40mph
e = 0.040
DS = 60mph
RO = 76'
e = 0.040
DS = 60mph
RO = 88'
70'R
TL-3
GREU
-Y-
2045 ADT
2024 ADT
NC 135
5,100
4,575

1,600
1,375
DALTON McMICHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD)
DALTON McMICHAEL HIGH SCHOOL
US 311
-Y-
SR 2177 (DAN VALLEY RD)
10,800
9,150
2,400
2,100
5,800
5,200
800
725
700
625
16,000
13,750
-Y--Y
--L- STA 130+52.91 74.5' LT
BEGIN MSE WALL LT
-L- STA 131+14.09 74.5' RT
BEGIN MSE WALL RT
-L- STA. 133+12.60 74.50 RT
END MSE WALL RT
-L- STA. 132+33.59 74.5' LT
END MSE WALL LT
98.32' LT
+74.32
121.68' LT
+81.05
22.60' RT
+25.52
39.56' LT
+86.41
15.00' LT
+33.00
29.00' LT
+00.69
24.00' RT
+56.32
16.42' LT
+51.08
+87.88
ENDN 5' SW
41.00' LT
+65.00
+41.76
BEGIN 5' SW
+96.21
BEGIN 5' SW
+30.52
END 5' SW
CR
CR
CR
CR
CR CR
SWOODSWOODSWOODSWOODSWOODSWOODSBRUSHBRUSHWOODSLT18
"C&G 18"C&G18"C&G
S18
"C&G
TRAPGREASESHEDBKMTL GATESCONC9' BK WALL11.5' CONC6' CONC5.5' CONCCONC1SBKBUSLTSIGSIGSIGSIG
GRWOODS48"CHLSIGSIGSIGSIGGUYMTL
MTL
MTL
MTL BRUSH72"CHL
72"CHL12' GR
12' GR48"CHLRAPRIP
CONCBRUSHBRUSHWOODS48"C
H
L48"CHLCANOPYBFP84"CHLGATECHLCONCCONC6"CURB6"CURB18"C&GLTLTLTLTLTLTBST30"C&G96"CHLSMTLMTLMTLMTLBRUSH
BRUSH
BRUSH
LTSIG
SIG
SCONC ISL
US 220 BST VARIESUS 220 29.5' BSTUS 220 29.5' BSTNC 135/US 311 36.5' BST US 220 RAMP 16.5' BSTU S 220 R A MP 30.5' B ST
SR 2281 NC 135 23.5' BST
SR 2281 NC 135 23.5' BST
24" C&G 24" C&G 30" C&G
30" C&G30" C&G 30" C&G30" C&G
CONC ISL
GRASSCONC BRIDGE
CONCDICONCDI18" RCPCONCDI15" RCP18" RCP
18" RCP DIDICONCCONCCONCCB15" HDPECB42" RCP18" RCP 4.5' CONC HWCONC HWU-SHAPED
S18" RCP42" RCP42" RCPW/FESTOP=684.90
'PIPEEXPOSED18" RCP18" RCP18" RCP15" RCP15
" HD
PE DIEIPNAILMASONAXLEEIPE
IP
EI
PEI
PAXLEN
7
7
°0
4'2
7
" E
3
0
0
.9
6'N 88°29'36" E265.98'N 89°14'25" E;;
E XIS T IN G R/W80.00'EXISTING R/W
EXISTING R/W
;
;; PB 62 PG 68 30' WATER LINE EASEMENT 36" RCPW/FESPANELELEC
HWCONC
MTL24" HDPE
48" CHL4 8 " CHL
CHANGE OF PIPE SIZE & MAT.
UNKNOWN LOC. FOR
UNKNOWN SIZE
EXPOSED RCP
WWCONCWALLCONCCONC SEATWALLCONCWWCONCCONC SEATWALLCONCWWCONCCONC SEATS 42" HDPEW/FES (CRUSHED)TOP=685.68'W/FES42"HDPEUS 220 BST VARIESBSTJOHNSON & CASEY INC
PB 63 PG 44
PB 77 PG 55
DB 1341 PG 2349
DB 1517 PG 1984 LTUS 220/US 311 RAMP BST VARIESUS 220/US 311 RAMP BST VARIESCONC ISL EASEMENT PB 55 PG 6220' STORM DRAINAGE 20.00'JERSEY WALL36" CONCJERSEY WALL36" CONCW
W
PLUG
C
T
T
CONDUIT
IN
T TT TVAULTWATER
H
H
C
H
H
SERVICE 2"PL18" DIPB 62 PG 68DB 1337 PG 2551M
URPHY OI
L USA
I
NCDB 1495 PG 2779
DB 1493 PG 1240
DB 1500 PG 18
PSI MAYODAN LLC
MCMICHAEL MILLS INC.
DB 1369 PG 128
ROCKINGHAM COUNTY SCHOOLS
DB 764 PG 591
CONC SEAT
CONC WW
WALL
CONC
ELEV 700.1755
CREST STA 119+77.69
0501
0503
0505
0506
0502
0504
0507
0508
0509
0510
0511
0512
0513
0517
W/ 18" RCP-IV
COLLAR/EXTEND
0514
0516
0515
0518
0525
0527
0528
RETAI
NINV=676.0
INV=676.2
INV=675.3
INV(54" out)=673.8
INV(54" in)=673.9
INV(18")=674.0
TOP=688.7
INV(54" out)=674.3
INV(54" in)=675.1
INV (30")=675.3
TOP=690.01
INV=675.8
TOP=679.3
INV=672.9
STUB-OUT
CONVERT TO JB w/MH AND ADD PIPE
INV=666.5
TOP=672.0 05200530INV=
681
.76
TOP=
684
.76
INV=
681
.0
INV=676.0
TOP=683.5
RETAI
N 25' 15" RCPRETAIN & Adj. MH
RETA
IN RETAINRETAINREMOVE
REMOVE HW
REMOVE HW
RETAINRETAIN SYSTEM RETAINRETAINRETAIN15" RCP-IV 15" RCP-IV 15" RCP-IV HW 24" RCP-
I
V7 SY GEOTEXTI
LEEST 2 TONSCL B RI
P RAP7 SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
5 SY GEOTEXTILE
EST 1 TON
CL B RIP RAP
STA 116+85 -Y-
SEE DETAIL '5G'
ON BANKS ONLY
CL I RIP RAP
5 SY GEOTEXTILE
EST 1 TONS
CL B RIP RAP
I
NV=678.5I
NV=678.0Liner=GRASS
n=0.035
s=0.68%
d=1.1ft.
V=2.8fps
Q=14.8cfs
-RPD- 18+50-19+00 LT
Liner=GRASS
n=0.035
s=3.0%
d=0.7ft.
V=4.7fps
Q=14.8cfs
-RPD- 17+00-18+50 LT
Liner=GRASS
n=0.035
s=2.9%
d=0.5ft.
V=2.7fps
Q=2.2cfs
-RPD- 19+00-20+00 RT
Liner=GRASS
n=0.035
s=1.9%
d=0.5ft.
V=2.3fps
Q=2.2cfs
-RPD- 20+00-20+50 RT
Liner=GRASS
n=0.035
s=1.9%
d=0.6ft.
V=2.4fps
Q=2.2cfs
-Y- 121+86-122+28 LT
Liner=GRASS
n=0.035
s=1%
d=0.6ft.
V=1.7fps
Q=1.7cfs
-Y- 121+00-121+86 LT
Liner=GRASS
n=0.035
s=1.07%
d=1.0 ft.
V=2.6 fps
Q=5.5 cfs
-RPA- 15+00-17+16 RT
Liner=GRASS
n=0.035
s=3%
d=0.4ft.
V=2.5fps
Q=1.8cfs
-RPA- 13+50-15+00 LT
Liner=GRASS
n=0.035
s=1%
d=0.5ft.
V=1.7fps
Q=1.8cfs
-RPA- 15+00-16+00 LT
SEE DETAIL 05C
LATERAL BASE DITCH
SEE DETAIL 05B
LATERAL 'V' DITCH
SEE DETAIL 05A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 05F
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 05E
SPECIAL LATERAL BASE DITCH
SEE DETAIL 05D
SPECIAL LATERAL 'V' DITCH
0521
0522 0524
0531
0532
0533
INV=685.36
TOP=687.61
INV=684.40
INV=688.80
TOP=691.80
INV=686.35
INV=682.31
I
NV(3
0"
o
ut)=6
7
8.
0
I
NV(fr
o
m
5
2
6)=6
7
8.5
0
I
NV(fr
o
m
5
2
5)=6
7
8.
5
0TOP=6
8
2.
9JB w
/MH
JB w/MH
OF 42" RCP
REMOVE 60'
P
PLUG
P PLUG
FLOWABLE FILL
PLUG & FILL WITH
REMOVE FES
0534
I
NV=678.12TOP=689.660523
JB w/MH
54" RCP-IV54" RCP-IV54" RCP-IV
15" RCP-IV 15" RCP-
I
V
STA 15+50 - 16+50 RpC Rt.
ROCK PLATING W/CL II RIP RAP
W1
S3
S5
S4
S5
W2
15.00' RT
+82.05
CB
CB
CB
CB
CB2GI
CBCBCB010104+37.6104+37.610303020201010000020203030404040403030202020203030404TYP.33'+98.38+98.38+85.12+69.12+69.1242'+66.49+66.49+50.49+50.49TYP.
41'TYP.
41'
02
02
04
01
00
01
02
03
+47.16
+81.17 020304+61.86TYP.27'+30.69
TYP.34'02
03
04
+30
.15
+62
.15
TYP22'TYP23'0403
+67.36
TYP19'040302010001020
203 03
+39.81114
115
116
117
118
119
120
121
122
123
19
18
17
19
20
21
16
17
15" RCP-IV
INV=676.3
TOP=679.3
INV=676.8
TOP=679.5 1918171615INV=687.5
TOP=689.7
INV=680.4
TOP=683.40
INV=687.25
INV=687.0
INV=680.25
INV=675.4
CB
INV=682.81
TOP=685.81
INV(42")=672.00
INV(15")=682.00
TOP=687.54
INV=687.58
TOP=690.58
INV(42")=673.0
INV(15")=685.99
TOP=688.99
JB w/MH
STA 17+81 -RpA- Rt
END SBG
STA 15+00 -RpA- Rt
BEGIN SBG
CB
CF
CFFF
F
CFFF
F
F
F
F F
F
F
F
CFFCCF
F
F
C C
C
C
C
C
C
C
C
C
C
C
C
ELEV 690.0334
SAG STA 14+52.73
RAMP A
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0'50'100'150'50'
WETLAND
DENOTES FILL INFF
E E IN WETLAND
DENOTES EXCAVATION
SHEET 4 OF 12
PERMIT DRAWING
30" RCP-IV3
0
" RCP-I
V18" RCP-IV 42" RCP-IV42" RCP-IV18" RCP-IV 18" RCP-IV 18" RCP-
I
V
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
05 I-5898 13-DEC-2021 11:20N:\NC Hydro\M19007_I-5898_Rockingham\Hydraulics\PERMITS_Environmental\Drawings\I5898_Hyd_prm_wet_psh_05_con.dgnkedgerton AT MIENG011120178/17/99 INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH LINE STA. 300+00.00 SEE SHEET 03Prepared in the Office of:
JOHNSON, MIRMIRAN, & THOMPSON, INC.
1130 Situs Court, Suite 200, Raleigh NC, 27606
SEE SHEET 07MATCH LI
NE -L- STA. 135+00.00SEE SHEET 07
STA. 13+00.00MATCH LINE -RP A- S
E
E

S
H
E
E
T
07S
T
A
. 18+00.00M
A
T
C
H

L
IN
E
-R
P

D
-SEE
SHEET
08
MATCH
L
INE
-RP
B
- STA
. 16+00
.00
SEE SHEET 08MATCH LI
NE
-L- STA. 127+00.00SEE S
HEET 08MAT
C
H LI
NE -
RP
C- ST
A. 14+00.00MATCH LINE -Y- STA. 113+00.00 SEE SHEET 04MATCH LINE -Y- STA. 125+00.00 SEE SHEET 06SEE SHEET 15 FOR -WALL- PROFILE
SEE SHEET 14 FOR -L- PROFILE
SEE SHEET 12 FOR -RPD- PROFILE
SEE SHEET 12 FOR -RPC- PROFILE
SEE SHEET 11 FOR -RPB- PROFILE
SEE SHEET 11 FOR -RPA- PROFILE
SEE SHEET 09 FOR -Y- PROFILE130135PI Sta 17+34.27
D
L = 359.92'
T = 182.77'
R = 840.00'
1515-RP C-
-Y-14'12'12'14'12'14'12'14'12'14'14'115120125PI Sta 116+23.66
D
L = 235.51'
T = 118.03'
PI Sta 112+91.11
D
L = 432.51'
T = 217.99'
R = 1,400.00'
6.00' RT
+10.28
3'R
6
5'R440'R75'R 30'R35'R17
5'R
460'R
460'R29.00' LT
+65.11
41.00' RT
+14.36 41.00' RT
+92.53
26.00' LT
+06.44
3.00' RT
+97.00 30'R
-RP C--L- TS Sta. 132+51.23
-Y- PC Sta. 120+94.49
-RP B- POT STA 19+62.16
-Y- NC135/ US311 POT STA 116+40.20
-RP B- POT STA 19+32.02
-Y- NC135/ US311 POT STA 116+31.89
-Y- PRC Sta. 115+05.62
-RP A- PC Sta. 16+43.02
-Y- PT Sta. 117+41.13
-RP A- POT STA 17+90.11
-Y- NC135/ US311 POT STA 116+40.20
-RP B--RP A--RP D-9'R 3.00' LT
+82.05
15.00' LT
+42.00
3.00' RT
+42.00 9'R-RP A- POT STA 17+59.39
-Y- NC135/ US311 POT STA 116+50.18
86.40'TAPER720'315'TAPER250'
TA PER250'
143'
8:1
8:1 TAPER100'
CAT-1
CAT-1
CAT-1
CAT-1
GREU TL-2
GREU TL-3
GREU TL-2
TYPE III
TYPE III
TYPE III
GREU TL-3
CAT-1
8:1PIs Sta 134+76.29
F
Ls = 337.50'
LT = 225.06'
ST = 112.56'
PI Sta 143+32.55
D
L = 1,439.40'
T = 743.82'
R = 2,315.00'
PIs Sta 151+40.69
F
Ls = 337.50'
LT = 225.06'
ST = 112.56'
- L- (Existing)
4'
PAVEMENT TO BE REMOVED
114°48'52"
4'4'12'
12'12'12'
4
'
4
'14'12'12'14'12'14'4'12'12'4'
12'4'4'
4'
12'
49.01' RT
+05.38
16.00' LT
+85.66
-RP C- POT STA 19+27.07
-Y- NC135/ US311 POT STA 122+89.13
-RP C- POT STA 19+56.32
-Y- NC135/ US311 POT STA 122+92.93
3.00' RT
+47.89
2.92' LT
+48.55
1
7
9
12 841.00' LT
+64.86
-RP C- PC Sta. 15+51.50
-RP D- POT STA 21+15.85
-Y- NC135/ US311 POT STA 122+96.53
-RP D- POT STA 21+45.08
-Y- NC135/ US311 POT STA 122+92.93
-Y- NC 135/US 311 POT Sta. 119+69.55
-L- US 220 POT Sta. 131+78.78 =
15.00' LT
+40.00 15.00' LT
+90.39
41.00' LT
+80.52
-RP C- PT STA 19+11.42
8.00' LT
+90.77
15.00' RT
+97.00
28.95' RT
+99.39
15.00' RT
+50.00
15.00' RT
+41.13
26.31' RT
+39.28
84.20' RT
+25.57
46.54' RT
+75.77
CAT-1NAD 83PI Sta 17+19.25
L = 147.98'
T = 76.23'
R = 250.00'
-RP A -
D
RO = 168'
e = 0.040
DS = 40mph
R = 1,400.00'
e = 0.040
RO = 132'
DS = 40mph
e = 0.040
DS = 60mph
RO = 76'
e = 0.040
DS = 60mph
RO = 88'
70'R
TL-3
GREU
-Y-
2045 ADT
2024 ADT
NC 135
5,100
4,575

1,600
1,375
DALTON McMICHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD)
DALTON McMICHAEL HIGH SCHOOL
US 311
-Y-
SR 2177 (DAN VALLEY RD)
10,800
9,150
2,400
2,100
5,800
5,200
800
725
700
625
16,000
13,750
-Y--Y
--L- STA 130+52.91 74.5' LT
BEGIN MSE WALL LT
-L- STA 131+14.09 74.5' RT
BEGIN MSE WALL RT
-L- STA. 133+12.60 74.50 RT
END MSE WALL RT
-L- STA. 132+33.59 74.5' LT
END MSE WALL LT
98.32' LT
+74.32
121.68' LT
+81.05
22.60' RT
+25.52
39.56' LT
+86.41
15.00' LT
+33.00
29.00' LT
+00.69
24.00' RT
+56.32
16.42' LT
+51.08
+87.88
ENDN 5' SW
41.00' LT
+65.00
+41.76
BEGIN 5' SW
+96.21
BEGIN 5' SW
+30.52
END 5' SW
CR
CR
CR
CR
CR CR
SWOODSWOODSWOODSWOODSWOODSWOODSBRUSHBRUSHWOODSLT18
"C&G 18"C&G18"C&G
S18
"C&G
TRAPGREASESHEDBKMTL GATESCONC9' BK WALL11.5' CONC6' CONC5.5' CONCCONC1SBKBUSLTSIGSIGSIGSIG
GRWOODS48"CHLSIGSIGSIGSIGGUYMTL
MTL
MTL
MTL BRUSH72"CHL
72"CHL12' GR
12' GR48"CHLRAPRIP
CONCBRUSHBRUSHWOODS48"C
H
L48"CHLCANOPYBFP84"CHLGATECHLCONCCONC6"CURB6"CURB18"C&GLTLTLTLTLTLTBST30"C&G96"CHLSMTLMTLMTLMTLBRUSH
BRUSH
BRUSH
LTSIG
SIG
SCONC ISL
US 220 BST VARIESUS 220 29.5' BSTUS 220 29.5' BSTNC 135/US 311 36.5' BST US 220 RAMP 16.5' BSTU S 220 R A MP 30.5' B ST
SR 2281 NC 135 23.5' BST
SR 2281 NC 135 23.5' BST
24" C&G 24" C&G 30" C&G
30" C&G30" C&G 30" C&G30" C&G
CONC ISL
GRASSCONC BRIDGE
CONCDICONCDI18" RCPCONCDI15" RCP18" RCP
18" RCP DIDICONCCONCCONCCB15" HDPECB42" RCP18" RCP 4.5' CONC HWCONC HWU-SHAPED
S18" RCP42" RCP42" RCPW/FESTOP=684.90
'PIPEEXPOSED18" RCP18" RCP18" RCP15" RCP15
" HD
PE DIEIPNAILMASONAXLEEIPE
IP
EI
PEI
PAXLEN
7
7
°0
4'2
7
" E
3
0
0
.9
6'N 88°29'36" E265.98'N 89°14'25" E;;
E XIS T IN G R/W80.00'EXISTING R/W
EXISTING R/W
;
;; PB 62 PG 68 30' WATER LINE EASEMENT 36" RCPW/FESPANELELEC
HWCONC
MTL24" HDPE
48" CHL4 8 " CHL
CHANGE OF PIPE SIZE & MAT.
UNKNOWN LOC. FOR
UNKNOWN SIZE
EXPOSED RCP
WWCONCWALLCONCCONC SEATWALLCONCWWCONCCONC SEATWALLCONCWWCONCCONC SEATS 42" HDPEW/FES (CRUSHED)TOP=685.68'W/FES42"HDPEUS 220 BST VARIESBSTJOHNSON & CASEY INC
PB 63 PG 44
PB 77 PG 55
DB 1341 PG 2349
DB 1517 PG 1984 LTUS 220/US 311 RAMP BST VARIESUS 220/US 311 RAMP BST VARIESCONC ISL EASEMENT PB 55 PG 6220' STORM DRAINAGE 20.00'JERSEY WALL36" CONCJERSEY WALL36" CONCW
W
PLUG
C
T
T
CONDUIT
IN
T TT TVAULTWATER
H
H
C
H
H
SERVICE 2"PL18" DIPB 62 PG 68DB 1337 PG 2551M
URPHY OI
L USA
I
NCDB 1495 PG 2779
DB 1493 PG 1240
DB 1500 PG 18
PSI MAYODAN LLC
MCMICHAEL MILLS INC.
DB 1369 PG 128
ROCKINGHAM COUNTY SCHOOLS
DB 764 PG 591
CONC SEAT
CONC WW
WALL
CONC
ELEV 700.1755
CREST STA 119+77.69
0501
0503
0505
0506
0502
0504
0507
0508
0509
0510
0511
0512
0513
0517
W/ 18" RCP-IV
COLLAR/EXTEND
0514
0516
0515
0518
0525
0527
0528
RETAI
NINV=676.0
INV=676.2
INV=675.3
INV(54" out)=673.8
INV(54" in)=673.9
INV(18")=674.0
TOP=688.7
INV(54" out)=674.3
INV(54" in)=675.1
INV (30")=675.3
TOP=690.01
INV=675.8
TOP=679.3
INV=672.9
STUB-OUT
CONVERT TO JB w/MH AND ADD PIPE
INV=666.5
TOP=672.0 05200530INV=
681
.76
TOP=
684
.76
INV=
681
.0
INV=676.0
TOP=683.5
RETAI
N 25' 15" RCPRETAIN & Adj. MH
RETA
IN RETAINRETAINREMOVE
REMOVE HW
REMOVE HW
RETAINRETAIN SYSTEM RETAINRETAINRETAIN15" RCP-IV 15" RCP-IV 15" RCP-IV HW 24" RCP-
I
V7 SY GEOTEXTI
LEEST 2 TONSCL B RI
P RAP7 SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
5 SY GEOTEXTILE
EST 1 TON
CL B RIP RAP
STA 116+85 -Y-
SEE DETAIL '5G'
ON BANKS ONLY
CL I RIP RAP
5 SY GEOTEXTILE
EST 1 TONS
CL B RIP RAP
I
NV=678.5I
NV=678.0Liner=GRASS
n=0.035
s=0.68%
d=1.1ft.
V=2.8fps
Q=14.8cfs
-RPD- 18+50-19+00 LT
Liner=GRASS
n=0.035
s=3.0%
d=0.7ft.
V=4.7fps
Q=14.8cfs
-RPD- 17+00-18+50 LT
Liner=GRASS
n=0.035
s=2.9%
d=0.5ft.
V=2.7fps
Q=2.2cfs
-RPD- 19+00-20+00 RT
Liner=GRASS
n=0.035
s=1.9%
d=0.5ft.
V=2.3fps
Q=2.2cfs
-RPD- 20+00-20+50 RT
Liner=GRASS
n=0.035
s=1.9%
d=0.6ft.
V=2.4fps
Q=2.2cfs
-Y- 121+86-122+28 LT
Liner=GRASS
n=0.035
s=1%
d=0.6ft.
V=1.7fps
Q=1.7cfs
-Y- 121+00-121+86 LT
Liner=GRASS
n=0.035
s=1.07%
d=1.0 ft.
V=2.6 fps
Q=5.5 cfs
-RPA- 15+00-17+16 RT
Liner=GRASS
n=0.035
s=3%
d=0.4ft.
V=2.5fps
Q=1.8cfs
-RPA- 13+50-15+00 LT
Liner=GRASS
n=0.035
s=1%
d=0.5ft.
V=1.7fps
Q=1.8cfs
-RPA- 15+00-16+00 LT
SEE DETAIL 05C
LATERAL BASE DITCH
SEE DETAIL 05B
LATERAL 'V' DITCH
SEE DETAIL 05A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 05F
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 05E
SPECIAL LATERAL BASE DITCH
SEE DETAIL 05D
SPECIAL LATERAL 'V' DITCH
0521
0522 0524
0531
0532
0533
INV=685.36
TOP=687.61
INV=684.40
INV=688.80
TOP=691.80
INV=686.35
INV=682.31
I
NV(3
0"
o
ut)=6
7
8.
0
I
NV(fr
o
m
5
2
6)=6
7
8.5
0
I
NV(fr
o
m
5
2
5)=6
7
8.
5
0TOP=6
8
2.
9JB w
/MH
JB w/MH
OF 42" RCP
REMOVE 60'
P
PLUG
P PLUG
FLOWABLE FILL
PLUG & FILL WITH
REMOVE FES
0534
I
NV=678.12TOP=689.660523
JB w/MH
54" RCP-IV54" RCP-IV54" RCP-IV
15" RCP-IV 15" RCP-
I
V
STA 15+50 - 16+50 RpC Rt.
ROCK PLATING W/CL II RIP RAP660
665665665665665665665665665665665665 670670670670
6 7 0
670670
670670670
670670670670670670670670670670
670670670675675675675675675
675675
675 675675675
675675 6756756756 7 5675
675675675675
675
675675675675675675675675675675
675
675675675675675680680680680680680680680680
680680680680680680680680680680 680680680
680680
680680680
680680680680
680
680680680680680680680680680680680 680680
680
680680680680
6806806806806
8
0
680680680680680
680
6
8
0
6806
8
0
680680
680
680
680
680
680685685685
685 685
685685685685685685685
685685685685
685
685
685685 685685685685685685685
685
685685
685
6
8
56856
8
5
685
685
6856856856
9
0690690690
690690690690690
6906906
9
0
690690690
690 690695695W1
S3
S5
S4
S5
W2
15.00' RT
+82.05
CB
CB
CB
CB
CB2GI
CBCBCB010104+37.6104+37.610303020201010000020203030404040403030202020203030404TYP.33'+98.38+98.38+85.12+69.12+69.1242'+66.49+66.49+50.49+50.49TYP.
41'TYP.
41'
02
02
04
01
00
01
02
03
+47.16
+81.17 020304+61.86TYP.27'+30.69
TYP.34'02
03
04
+30
.15
+62
.15
TYP22'TYP23'0403
+67.36
TYP19'040302010001020
203 03
+39.81114
115
116
117
118
119
120
121
122
123
19
18
17
19
20
21
16
17
15" RCP-IV
INV=676.3
TOP=679.3
INV=676.8
TOP=679.5 1918171615INV=687.5
TOP=689.7
INV=680.4
TOP=683.40
INV=687.25
INV=687.0
INV=680.25
INV=675.4
CB
INV=682.81
TOP=685.81
INV(42")=672.00
INV(15")=682.00
TOP=687.54
INV=687.58
TOP=690.58
INV(42")=673.0
INV(15")=685.99
TOP=688.99
JB w/MH
STA 17+81 -RpA- Rt
END SBG
STA 15+00 -RpA- Rt
BEGIN SBG
CB
CF
CFFF
F
CFFF
F
F
F
F F
F
F
F
CFFCCF
F
F
C C
C
C
C
C
C
C
C
C
C
C
C
ELEV 690.0334
SAG STA 14+52.73
RAMP A
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0'50'100'150'50'
WETLAND
DENOTES FILL INFF
E E IN WETLAND
DENOTES EXCAVATION
SHEET 5 OF 12
PERMIT DRAWING
30" RCP-IV3
0
" RCP-I
V18" RCP-IV 42" RCP-IV42" RCP-IV18" RCP-IV 18" RCP-IV 18" RCP-
I
V
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
07 I-5898 13-DEC-2021 11:20N:\NC Hydro\M19007_I-5898_Rockingham\Hydraulics\PERMITS_Environmental\Drawings\I5898_Hyd_prm_wet_psh_07.dgnkedgerton AT MIENG011120178/17/99 INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH LINE STA. 300+00.00 SEE SHEET 03Prepared in the Office of:
JOHNSON, MIRMIRAN, & THOMPSON, INC.
1130 Situs Court, Suite 200, Raleigh NC, 27606
S
E
E

S
H
E
E
T
05M
A
T
C
H

L
IN
E
-R
P
D
- ST
A
. 18+00.00SEE SHEET 05MATCH LI
NE -L- STA. 135+00.00SEE SHEET 05
STA. 13+00.00MATCH LINE -RP A-
SEE SHEET 14 FOR -L- PROFILE
SEE SHEET 12 FOR -RPD- PROFILE
SEE SHEET 11 FOR -RPA- PROFILE
GRAPHIC SCALE
0'50'100'150'50'140PIs Sta 134+76.29
F
Ls = 337.50'
LT = 225.06'
ST = 112.56'
PI Sta 143+32.55
D
L = 1,439.40'
T = 743.82'
R = 2,315.00'
PIs Sta 151+40.69
F
Ls = 337.50'
LT = 225.06'
ST = 112.56'
PI Sta 13+37.57
D
L = 662.50'
T = 337.57'
R = 1,400.00'
10
1510-RP D-
-Y-
16.00' RT
+00.00
8.00' LT
+00.00
8.00' RT
+00.00
16.00' LT
+00.00
PI Sta 116+23.66PI Sta 112+91.11
-RP A- POT STA. 10+00.00
BEGIN CONSTRUCTION
-RP D- POT STA. 10+00.00
BEGIN CONSTRUCTION
-L- SC St
a. 135+88.73-RP A-
-RD D- PT Sta. 16+62.50
TA PER250'8:1CAT-1
GREU TL-38:1- L- (Existing)
4'4'4'4'
16'4'
4'4'
12'12'12'4'
12'4'12'4'
15
1
-RP D- POT STA 21+15.85
-Y- NC135/ US311 POT STA 122+96.53NAD 83e = 0.060
DS = 60mph
RO = 108'
-Y-
2045 ADT
2024 ADT
NC 135
5,100
4,575

1,600
1,375
DALTON McMICHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD)
DALTON McMICHAEL HIGH SCHOOL
US 311
-Y-
SR 2177 (DAN VALLEY RD)
10,800
9,150
2,400
2,1000
5,800
5,200
800
725
700
625
16,000
13,750
DALTON McMICHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD)
72"CHL
13' GR
BRUSHBST18"C&G18"C&GMTLMTLMTLMTLMTLMTL
72"CHL
13' GR 14' GR10' GR10'
G
RLAMPBRUSH
BRUSH
WOODS
72"C HLRUBBER TRACK
S
18"C&GBRUS H48"CHLWOODSWO O D S
SIGNOVERHEAD
TREESSCATTEREDWOODS
BRUSH
48"C H L
15" RCPUS 220 30' BST
US 220 RAMP 16' BST US 220 RAMP 15.5' BST18" RCPCONC HWL-SHAPED
W/FES
18" RCP18" RCPW/FESCONCDICONC DI18
" RCP18" RCPW/FES(BROKEN-UP)CONC HWL-SHAPED
PIPEEXPOSEDLAMP
CONCEIP
EIP
EIPEIPEIPEIP;
;;;
;; PB 62 PG 6820' UTLITY EASEMENT S 77°53'37" E
18" HDPE
18" HDPE
DI
18" HDPE
18" HDPE
STU BSERVICE
ELEC TR IC
END UNKNOWN
DI
DI10" PVCWET
-WEATHER DITCHDI
S
S
42" HDPE
42" HDPE(UNABLE TO FIND IN FIELD)MANHOLE PER PLATAPPROX. LOCATION OFCB48" VINYL
18 " HDP E 18" HDPEEASEMENT PB 55 PG 6220' STORM DRAINAGE EASEMENT PB 55 PG 6220' STORM DRAINAGE 20.00'20.00'18"DI
18"DI
18"DI
18"DI
18"DI
18"DI
WALMART REAL ESTATE
PB 55 PG 62
DB 1227 PG 1476
ROCKINGHAM COUNTY SCHOOLS
DB 764 PG 591
E701
0701
0702
RETAI
NINV=680.90
TOP=686.73
INV=685.0
TOP=687.0
INV=684.6
REMOVE 18" RCP, HW, FES
RETAIN SYSTEM
RETAINRETAINRETAI
N7 SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
2GI
FS
INV=684.6
INV=702.5
Liner=GRASS
n=0.035
s=3.7%
d=0.6ft.
V=3.7fps
Q=6.1cfs
-RPD- 15+00-18+00 RT
Liner=GRASS
n=0.035
s=1.8%
d=0.7ft.
V=2.9fps
Q=6.1cfs
-RPD- 18+00-19+00 RT
Liner=GRASS
n=0.035
s=3.07%
d=0.5 ft.
V=2.9 fps
Q=2.5 cfs
-RPA- 10+00-12+00 RT
Liner=GRASS
n=0.035
s=1.0%
d=0.8 ft.
V=2.3 fps
Q=5.5 cfs
-RPA- 12+00-12+50 RT
Liner=GRASS
n=0.035
s=3.4%
d=0.7 ft.
V=3.8 fps
Q=5.5 cfs
-RPA- 12+50-15+00 RT
Liner=GRASS
n=0.035
s=1.07%
d=1.0 ft.
V=2.6 fps
Q=5.5 cfs
-RPA- 15+00-17+16 RT
SEE DETAIL 07A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 05A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 05F
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 07B
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 07B
SPECIAL LATERAL BASE DITCH
SEE DETAIL 05E
SPECIAL LATERAL BASE DITCH
SEE DETAIL 07D
FALSE SUMP
0703
0704
INV=702.85
W/18" RCP-IV
COLLAR/EXTEND
E702
11 SY GEOTEXTILE
EST 3 TONS
CL B RIP RAP
W1
W2
W20605040302 06
TYP.27'+16.16+09.16+27.00
05
0102+10.95
ELEV 675.938
CREST STA 103+55.77
-L-
11
12
13
14
15
16
17
F
F
F
F
F
C
C
F
F
F
F
C
C
C
C
C
ELEV 690.0334
SAG STA 14+52.73
RAMP A
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
SHEET 6 OF 12
PERMIT DRAWING
18" RCP-IV
18" RCP-IV
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
07 I-5898 13-DEC-2021 11:20N:\NC Hydro\M19007_I-5898_Rockingham\Hydraulics\PERMITS_Environmental\Drawings\I5898_Hyd_prm_wet_psh_07_con.dgnkedgerton AT MIENG011120178/17/99 INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH LINE STA. 300+00.00 SEE SHEET 03Prepared in the Office of:
JOHNSON, MIRMIRAN, & THOMPSON, INC.
1130 Situs Court, Suite 200, Raleigh NC, 27606
S
E
E

S
H
E
E
T
05M
A
T
C
H

L
IN
E
-R
P
D
- ST
A
. 18+00.00SEE SHEET 05MATCH LI
NE -L- STA. 135+00.00SEE SHEET 05
STA. 13+00.00MATCH LINE -RP A-
SEE SHEET 14 FOR -L- PROFILE
SEE SHEET 12 FOR -RPD- PROFILE
SEE SHEET 11 FOR -RPA- PROFILE
GRAPHIC SCALE
0'50'100'150'50'140PIs Sta 134+76.29
F
Ls = 337.50'
LT = 225.06'
ST = 112.56'
PI Sta 143+32.55
D
L = 1,439.40'
T = 743.82'
R = 2,315.00'
PIs Sta 151+40.69
F
Ls = 337.50'
LT = 225.06'
ST = 112.56'
PI Sta 13+37.57
D
L = 662.50'
T = 337.57'
R = 1,400.00'
10
1510-RP D-
-Y-
16.00' RT
+00.00
8.00' LT
+00.00
8.00' RT
+00.00
16.00' LT
+00.00
PI Sta 116+23.66PI Sta 112+91.11
-RP A- POT STA. 10+00.00
BEGIN CONSTRUCTION
-RP D- POT STA. 10+00.00
BEGIN CONSTRUCTION
-L- SC St
a. 135+88.73-RP A-
-RD D- PT Sta. 16+62.50
TA PER250'8:1CAT-1
GREU TL-38:1- L- (Existing)
4'4'4'4'
16'4'
4'4'
12'12'12'4'
12'4'12'4'
15
1
-RP D- POT STA 21+15.85
-Y- NC135/ US311 POT STA 122+96.53NAD 83e = 0.060
DS = 60mph
RO = 108'
-Y-
2045 ADT
2024 ADT
NC 135
5,100
4,575

1,600
1,375
DALTON McMICHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD)
DALTON McMICHAEL HIGH SCHOOL
US 311
-Y-
SR 2177 (DAN VALLEY RD)
10,800
9,150
2,400
2,1000
5,800
5,200
800
725
700
625
16,000
13,750
DALTON McMICHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD)
72"CHL
13' GR
BRUSHBST18"C&G18"C&GMTLMTLMTLMTLMTLMTL
72"CHL
13' GR 14' GR10' GR10'
G
RLAMPBRUSH
BRUSH
WOODS
72"C HLRUBBER TRACK
S
18"C&GBRUS H48"CHLWOODSWO O D S
SIGNOVERHEAD
TREESSCATTEREDWOODS
BRUSH
48"C H L
15" RCPUS 220 30' BST
US 220 RAMP 16' BST US 220 RAMP 15.5' BST18" RCPCONC HWL-SHAPED
W/FES
18" RCP18" RCPW/FESCONCDICONC DI18
" RCP18" RCPW/FES(BROKEN-UP)CONC HWL-SHAPED
PIPEEXPOSEDLAMP
CONCEIP
EIP
EIPEIPEIPEIP;
;;;
;; PB 62 PG 6820' UTLITY EASEMENT S 77°53'37" E
18" HDPE
18" HDPE
DI
18" HDPE
18" HDPE
STU BSERVICE
ELEC TR IC
END UNKNOWN
DI
DI10" PVCWET
-WEATHER DITCHDI
S
S
42" HDPE
42" HDPE(UNABLE TO FIND IN FIELD)MANHOLE PER PLATAPPROX. LOCATION OFCB48" VINYL
18 " HDP E 18" HDPEEASEMENT PB 55 PG 6220' STORM DRAINAGE EASEMENT PB 55 PG 6220' STORM DRAINAGE 20.00'20.00'18"DI
18"DI
18"DI
18"DI
18"DI
18"DI
WALMART REAL ESTATE
PB 55 PG 62
DB 1227 PG 1476
ROCKINGHAM COUNTY SCHOOLS
DB 764 PG 591
E701
0701
0702
RETAI
NINV=680.90
TOP=686.73
INV=685.0
TOP=687.0
INV=684.6
REMOVE 18" RCP, HW, FES
RETAIN SYSTEM
RETAINRETAINRETAI
N7 SY GEOTEXTILE
EST 2 TONS
CL B RIP RAP
2GI
FS
INV=684.6
INV=702.5
Liner=GRASS
n=0.035
s=3.7%
d=0.6ft.
V=3.7fps
Q=6.1cfs
-RPD- 15+00-18+00 RT
Liner=GRASS
n=0.035
s=1.8%
d=0.7ft.
V=2.9fps
Q=6.1cfs
-RPD- 18+00-19+00 RT
Liner=GRASS
n=0.035
s=3.07%
d=0.5 ft.
V=2.9 fps
Q=2.5 cfs
-RPA- 10+00-12+00 RT
Liner=GRASS
n=0.035
s=1.0%
d=0.8 ft.
V=2.3 fps
Q=5.5 cfs
-RPA- 12+00-12+50 RT
Liner=GRASS
n=0.035
s=3.4%
d=0.7 ft.
V=3.8 fps
Q=5.5 cfs
-RPA- 12+50-15+00 RT
Liner=GRASS
n=0.035
s=1.07%
d=1.0 ft.
V=2.6 fps
Q=5.5 cfs
-RPA- 15+00-17+16 RT
SEE DETAIL 07A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 05A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 05F
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 07B
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 07B
SPECIAL LATERAL BASE DITCH
SEE DETAIL 05E
SPECIAL LATERAL BASE DITCH
SEE DETAIL 07D
FALSE SUMP
0703
0704
INV=702.85
W/18" RCP-IV
COLLAR/EXTEND
E702
11 SY GEOTEXTILE
EST 3 TONS
CL B RIP RAP
685685685
685
685685685685685
690690690690690690690690690690
690690690690690690690
690690
695695695695695
695695
695695695695695695695
695
695695695695695695695695695695695695695695695695695 695695695695695695695695695695695695
695695700
700
700700700700700700700700700700700700
700
700700700 7007
0
0
700
700
700
700
700
700
700
705
705
705705705705705705 705705705
705705705705705
705
705
705705
705
705
7
0
57057057
0
5
705
705705705
705
705 705705710
710
710
710
710710710710
710
710
710
710710 710710
710710 710710 710
710
710715
715715
715715715715715715
715
715
715715715715
715
715715715
720
720720720
720
7207
2
0
720
720
720
720
720
720
720720
720
720
720
720720
720725 7
2
5 7257
2
5
725725725725
725 725725
725725
725730730
730 730730
730
730
730730
730
735
735
735
735
W1
W2
W20605040302 06
TYP.27'+16.16+09.16+27.00
05
0102+10.95
ELEV 675.938
CREST STA 103+55.77
-L-
11
12
13
14
15
16
17
F
F
F
F
F
C
C
F
F
F
F
C
C
C
C
C
ELEV 690.0334
SAG STA 14+52.73
RAMP A
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
SHEET 7 OF 12
PERMIT DRAWING
18" RCP-IV
18" RCP-IV
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
08 I-5898 13-DEC-2021 11:20N:\NC Hydro\M19007_I-5898_Rockingham\Hydraulics\PERMITS_Environmental\Drawings\I5898_Hyd_prm_wet_psh_08.dgnkedgerton AT MIENG011120178/17/99 INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH LINE STA. 300+00.00 SEE SHEET 03Prepared in the Office of:
JOHNSON, MIRMIRAN, & THOMPSON, INC.
1130 Situs Court, Suite 200, Raleigh NC, 27606SEE
SHEET
05
MATCH
L
INE
-RP
B
- STA
. 16+00
.00
SEE SHEET 05MATCH LI
NE
-L- STA. 127+00.00SEE S
HEET 05MAT
C
H LI
NE -
RP
C- ST
A. 14+00.00
SEE SHEET 14 FOR -L- PROFILE
SEE SHEET 12 FOR -RPC- PROFILE
SEE SHEET 11 FOR -RPB- PROFILE12012510
15
10
8.00' LT
+00.00 16.00' RT
+00.00
-RP C- POT STA. 10+00.00
BEGIN CONSTRUCTION-RP B--RP C-TAPER720'TAPER250'
PAVEMENT TO BE REMOVED
4
'
4
'
4
'
4
'
4'12'4'4'
12
10-RP B- POT STA. 8+50.00
BEGIN CONSTRUCTION
-RP B-
-RP B- PC Sta. 6+71.30
-RP B- PT Sta. 10+09.76
PI Sta 8+41.28
D
L = 338.46'
T = 169.97'
R = 1,480.00'
16.00' LT
+00.00
8.00' RT
+00.00 NAD 83RO = 76'
DS = 60mph
e = 0.03
-Y-
2045 ADT
2024 ADT
NC 135
5,100
4,575

1,600
1,375
DALTON McMICHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD)
DALTON McMICHAEL HIGH SCHOOL
US 311
-Y-
SR 2177 (DAN VALLEY RD)
10,800
9,150
2,400
2,100
5,800
5,200
800
725
700
625
16,000
13,750
WOODSWOODS48"WW W/1SBWWOODSWOODSMTLMTL15'CHLCONCBSTBRUSHWOODSCONCLTCONC
I
SLANDCANOPYBSTBSTLTMTL
MTL
48"CHLSMTL BOLLARD24"C&G24"C&G24"C&G60"CHLBRUSHWOODSWOODS
WOODS
BRUSH
WOODSWOODSBRUSHWOODSBRUSH48"CHL48"CHLGR10' GR
CONCGATECHLRISERCBCBCB60" RCP(END BURIED)CONC DITCH16.5' CONC HWDICONCDICONC10" HDPE24" HDPEUNKNOWNEND18" RCP
18" RCP
30" RCP24" RCPCONCCONCDIDIDICONCCONCDI24" H D PE 24" RCP30" RCPHWCONCDI18" HDPECONC24" HDPE30" HDPE 18" RCPUNKNOWNENDLOCATION PER PLANSPOSSIBLE JB48"CHL48"CHL48"CHLCONCS 47°15'22" E165.62'N
7
7
°0
4'2
7
" E
3
0
0
.9
6'CONCCONCEIPCONCN 88°24'09" E703.50'EIPS 65°41'17" E146.65';;;;;EXISTING R/WEXISTING R/WEXISTING R/W;EXISTING R/WEXIS TIN G R/W DB 1341 PG 2349EASEMENTLANDSCAPE MAINTENANCE PB 77 PG 5510' UTILITY EASEMENT DB
13
41
PG
2
34
9
SEWER
L
IFT
STAT
ION
EASEMENT30.00'GATECHL48" CHL48" CHL4 8 " CHL
US 220 31' BSTUS 220 29.5' BSTUS 2 2 0 /US 3 1 1 RAMP 1 6 ' BS TUS 220/US 311 RAMP 16.5' BST8
" PVC
W
/3SBW
72
"CHL8" PVC4
"PVC
MCMICHAEL MILLS INC.
DB 1369 PG 128
DB 1365 PG 2292
FRO SPIN (NC) LLCLOWES HOME CENTERS INC
PB 63 PG 44
DB 1341 PG 2338
OREO LLC
PB 63 PG 44
PB 77 PG 55
DB 1513 PG 968
ANY OTHER OUTLETS FROM AREA?
CHECK OUTLET; POND?
R
E
T
AI
NR
E
T
AI
NDO NOT DISTURB HW
RETAIN SYSTEM
R
E
T
AI
N
RETAIN SYSTEM
Td=1.8psf
n=0.045
s=1.5%
d=1.9ft., V2=4.6fps
Q2=109cfs
IA=14%
DA=0.31 sq. mi.
SIR 2014-5030
USGS REG. 1 URBAN

PRE-CONSTRUCTION
2 yrOUTFALL ANALYSIS -EY RAMP C- STA 10+60 70' RT
Td=1.8psf
n=0.045
s=1.5%
d=1.9ft., V2=4.7fps
Q2=112cfs
IA=15%
DA=0.31 sq. mi.
SIR 2014-5030
USGS REG. 1 URBAN
POST CONSTRUCTION:
Td: (+) 0.6%
d: (+) 0.6%
V: (+) 0.3%
Q2: (+) 0.7%
DA: (+) 0.1%
DIFFERENCE:
Td=2.2psf
n=0.045
s=1.5%
d=2.3ft., V5=5.2fps
Q5=164cfs
IA=14%
DA=0.31 sq. mi.
SIR 2014-5030
USGS REG. 1 URBAN
PRE-CONSTRUCTION
5 yrOUTFALL ANALYSIS -EY RAMP C- STA 10+60 70' RT
Td=2.2psf
n=0.045
s=1.5%
d=2.4ft., V5=5.2fps
Q5=167cfs
IA=15%
DA=0.31 sq. mi.
SIR 2014-5030
USGS REG. 1 URBAN
POST CONSTRUCTION:
Td: (+) 0.5%
d: (+) 0.5%
V: (+) 0.2%
Q5: (+) 0.7%
DA: (+) 0.1%
DIFFERENCE:
Td=2.4psf
n=0.045
s=1.5%
d=2.6ft., V10=5.5fps
Q10=201cfs
IA=14%
DA=0.31 sq. mi.
SIR 2014-5030
USGS REG. 1 URBAN
PRE-CONSTRUCTION
10 yrOUTFALL ANALYSIS -EY RAMP C- STA 10+60 70' RT
Td=2.4psf
n=0.045
s=1.5%
d=2.6ft., V10=5.5fps
Q10=205cfs
IA=15%
DA=0.31 sq. mi.
SIR 2014-5030
USGS REG. 1 URBAN
POST CONSTRUCTION:
Td: (+) 0.5%
d: (+) 0.5%
V: (+) 0.2%
Q10: (+) 0.7%
DA: (+) 0.1%
DIFFERENCE:
T
O ST
A
Y
O
UT
OF T
HIS
ARE
A@
RPC ST
A 10+00-11+00 LT
A
DJ
UST FILL SL
OPE
RET
AIN E
XISTI
N
G S
YSTE
MINV=666.0
0801

S5S6
+34
.00
02
03
028
15
14
13
12
11 CCCFFFFF
CCCCCCCELEV 658.5936
SAG STA 122+83.15
-L-
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0'50'100'150'50'
SHEET 8 OF 12
PERMIT DRAWING
30 SY GEOTEXTILE
EST 13 TONS
CL I RIP RAP
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
08 I-5898 13-DEC-2021 11:20N:\NC Hydro\M19007_I-5898_Rockingham\Hydraulics\PERMITS_Environmental\Drawings\I5898_Hyd_prm_wet_psh_08_con.dgnkedgerton AT MIENG011120178/17/99 INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH LINE STA. 300+00.00 SEE SHEET 03Prepared in the Office of:
JOHNSON, MIRMIRAN, & THOMPSON, INC.
1130 Situs Court, Suite 200, Raleigh NC, 27606SEE
SHEET
05
MATCH
L
INE
-RP
B
- STA
. 16+00
.00
SEE SHEET 05MATCH LI
NE
-L- STA. 127+00.00SEE S
HEET 05MAT
C
H LI
NE -
RP
C- ST
A. 14+00.00
SEE SHEET 14 FOR -L- PROFILE
SEE SHEET 12 FOR -RPC- PROFILE
SEE SHEET 11 FOR -RPB- PROFILE12012510
15
10
8.00' LT
+00.00 16.00' RT
+00.00
-RP C- POT STA. 10+00.00
BEGIN CONSTRUCTION-RP B--RP C-TAPER720'TAPER250'
PAVEMENT TO BE REMOVED
4
'
4
'
4
'
4
'
4'12'4'4'
12
10-RP B- POT STA. 8+50.00
BEGIN CONSTRUCTION
-RP B-
-RP B- PC Sta. 6+71.30
-RP B- PT Sta. 10+09.76
PI Sta 8+41.28
D
L = 338.46'
T = 169.97'
R = 1,480.00'
16.00' LT
+00.00
8.00' RT
+00.00 NAD 83RO = 76'
DS = 60mph
e = 0.03
-Y-
2045 ADT
2024 ADT
NC 135
5,100
4,575

1,600
1,375
DALTON McMICHAEL HIGH SCHOOL & SR 2177 (DAN VALLEY RD)
DALTON McMICHAEL HIGH SCHOOL
US 311
-Y-
SR 2177 (DAN VALLEY RD)
10,800
9,150
2,400
2,100
5,800
5,200
800
725
700
625
16,000
13,750
WOODSWOODS48"WW W/1SBWWOODSWOODSMTLMTL15'CHLCONCBSTBRUSHWOODSCONCLTCONC
I
SLANDCANOPYBSTBSTLTMTL
MTL
48"CHLSMTL BOLLARD24"C&G24"C&G24"C&G60"CHLBRUSHWOODSWOODS
WOODS
BRUSH
WOODSWOODSBRUSHWOODSBRUSH48"CHL48"CHLGR10' GR
CONCGATECHLRISERCBCBCB60" RCP(END BURIED)CONC DITCH16.5' CONC HWDICONCDICONC10" HDPE24" HDPEUNKNOWNEND18" RCP
18" RCP
30" RCP24" RCPCONCCONCDIDIDICONCCONCDI24" H D PE 24" RCP30" RCPHWCONCDI18" HDPECONC24" HDPE30" HDPE 18" RCPUNKNOWNENDLOCATION PER PLANSPOSSIBLE JB48"CHL48"CHL48"CHLCONCS 47°15'22" E165.62'N
7
7
°0
4'2
7
" E
3
0
0
.9
6'CONCCONCEIPCONCN 88°24'09" E703.50'EIPS 65°41'17" E146.65';;;;;EXISTING R/WEXISTING R/WEXISTING R/W;EXISTING R/WEXIS TIN G R/W DB 1341 PG 2349EASEMENTLANDSCAPE MAINTENANCE PB 77 PG 5510' UTILITY EASEMENT DB
13
41
PG
2
34
9
SEWER
L
IFT
STAT
ION
EASEMENT30.00'GATECHL48" CHL48" CHL4 8 " CHL
US 220 31' BSTUS 220 29.5' BSTUS 2 2 0 /US 3 1 1 RAMP 1 6 ' BS TUS 220/US 311 RAMP 16.5' BST8
" PVC
W
/3SBW
72
"CHL8" PVC4
"PVC
MCMICHAEL MILLS INC.
DB 1369 PG 128
DB 1365 PG 2292
FRO SPIN (NC) LLCLOWES HOME CENTERS INC
PB 63 PG 44
DB 1341 PG 2338
OREO LLC
PB 63 PG 44
PB 77 PG 55
DB 1513 PG 968
ANY OTHER OUTLETS FROM AREA?
CHECK OUTLET; POND?
R
E
T
AI
NR
E
T
AI
NDO NOT DISTURB HW
RETAIN SYSTEM
R
E
T
AI
N
RETAIN SYSTEM
Td=1.8psf
n=0.045
s=1.5%
d=1.9ft., V2=4.6fps
Q2=109cfs
IA=14%
DA=0.31 sq. mi.
SIR 2014-5030
USGS REG. 1 URBAN

PRE-CONSTRUCTION
2 yrOUTFALL ANALYSIS -EY RAMP C- STA 10+60 70' RT
Td=1.8psf
n=0.045
s=1.5%
d=1.9ft., V2=4.7fps
Q2=112cfs
IA=15%
DA=0.31 sq. mi.
SIR 2014-5030
USGS REG. 1 URBAN
POST CONSTRUCTION:
Td: (+) 0.6%
d: (+) 0.6%
V: (+) 0.3%
Q2: (+) 0.7%
DA: (+) 0.1%
DIFFERENCE:
Td=2.2psf
n=0.045
s=1.5%
d=2.3ft., V5=5.2fps
Q5=164cfs
IA=14%
DA=0.31 sq. mi.
SIR 2014-5030
USGS REG. 1 URBAN
PRE-CONSTRUCTION
5 yrOUTFALL ANALYSIS -EY RAMP C- STA 10+60 70' RT
Td=2.2psf
n=0.045
s=1.5%
d=2.4ft., V5=5.2fps
Q5=167cfs
IA=15%
DA=0.31 sq. mi.
SIR 2014-5030
USGS REG. 1 URBAN
POST CONSTRUCTION:
Td: (+) 0.5%
d: (+) 0.5%
V: (+) 0.2%
Q5: (+) 0.7%
DA: (+) 0.1%
DIFFERENCE:
Td=2.4psf
n=0.045
s=1.5%
d=2.6ft., V10=5.5fps
Q10=201cfs
IA=14%
DA=0.31 sq. mi.
SIR 2014-5030
USGS REG. 1 URBAN
PRE-CONSTRUCTION
10 yrOUTFALL ANALYSIS -EY RAMP C- STA 10+60 70' RT
Td=2.4psf
n=0.045
s=1.5%
d=2.6ft., V10=5.5fps
Q10=205cfs
IA=15%
DA=0.31 sq. mi.
SIR 2014-5030
USGS REG. 1 URBAN
POST CONSTRUCTION:
Td: (+) 0.5%
d: (+) 0.5%
V: (+) 0.2%
Q10: (+) 0.7%
DA: (+) 0.1%
DIFFERENCE:
T
O ST
A
Y
O
UT
OF T
HIS
ARE
A@
RPC ST
A 10+00-11+00 LT
A
DJ
UST FILL SL
OPE
RET
AIN E
XISTI
N
G S
YSTE
MINV=666.0
0801
645645645645645645650650650650650650650
650650650650650650655655655655655655
6 5 5
655655655655655655655655655655655
6556556556556556556606606606
6
0 660660660660660
660
660660660660660660660660660660660660660660660660
660660660660660
6
6
0
6
6
0
660660660660660660660660660660660660660660660660660660660660660660660660660660
660660660660665 665665665665665665665665665665
665665665665
665
665665 665665665665665665
6
6
5 665665
665665665665665665665
665665665665665665665665665 665665670670670670670670
6
7
0 6706706706706706706706706
7
0
670
6706706706706706706706706706756756756756756
7
5
675
675 675675675
675675675675675675675675675675
6
7
5
675675
675675675680680680680680680680680680
6
8
0
6
80680680680680680680680680685
S5S6
+34
.00
02
03
028
15
14
13
12
11 CCCFFFFF
CCCCCCCELEV 658.5936
SAG STA 122+83.15
-L-
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0'50'100'150'50'
SHEET 9 OF 12
PERMIT DRAWING
30 SY GEOTEXTILE
EST 13 TONS
CL I RIP RAP
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
13-DEC-2021 11:15N:\NC Hydro\M19007_I-5898_Rockingham\Hydraulics\PERMITS_Environmental\Drawings\I5898_Rdy_XPL_RAMPD.dgn$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/16690 690
700 700
710 710
680 68018+00.00
680 680
690 690
700 700
710 710
670 670
18+50.00
680 680
690 690
700 700
670 670
19+00.00
680 680
690 690
700 700
670 670
19+50.00
680 680
690 690
700 700
670 670
20+00.00
X-34I-5898
-RP D-
5 10
SHEET 11 OF 12
PERMIT DRAWING
697.86
4:12:1
0.0200.020
684.14
4:1
682.70
696.75
4:12:1
0.0200.020
682.64
4:1
681.80
695.61
4
:12:1
0.0200.020
682.31
4:1
681.55
694.37
4
:12:1
0.0200.020
2:12:1679.43
4:1
677.40
693.15
4:12:1
0.0200.020
4:1
677.74
680.16
WETLAND
W1, W2
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
13-DEC-2021 11:16N:\NC Hydro\M19007_I-5898_Rockingham\Hydraulics\PERMITS_Environmental\Drawings\I5898_Rdy_XPL_RAMPD.dgn$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/16690 690
700 700
710 710
680 680
16+00.00
690 690
700 700
710 710
680 680
16+50.00
690 690
700 700
710 710
680 680
17+00.00
690 690
700 700
710 710
680 68017+50.00
X-33I-5898
-RP D-
5 10
SHEET 10 OF 12
PERMIT DRAWING
702.67
4
:12:1
0.0600.060
4:1
690.26
701.38
4
:12:1
0.0450.045
688.26
4:1
700.12
4:12:1
0.0260.026
686.40
4:1
699.00
4:12:1
0.0200.020
685.64 684.55
4:1
WETLAND
W1, W2
Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)S1 -Y- 111+31 To 111+63 LT Roadway Fill < 0.01 30 S2 54in RCP w/ HW < 0.01 16 W1 -RP D- 17+22 to 18+15 LT Roadside Ditch < 0.01 W2 Roadside Ditch < 0.01 S3 -RP D- 19+18 to 21+03 LT 30in RCP 0.02 211 S4 -RP C- 10+00 to 18+69 RT Rip Rap Outlet Stabilization < 0.01 7 S5 Roadway Fill 0.17 925 S6 -RP B- 11+49 to 11+83 LT Roadway Fill < 0.01 41 TOTALS*: < 0.01 < 0.01 0.03 0.18 234 996 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 12OF 12 WETLAND AND SURFACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSROCKINGHAMI-589846860.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS2021-12-13
±
Madison
Mayodan
Stoneville
£¤220
£¤311
UV135
UV704
UV770
UV704 AyersvilleSettle
Bridge
Is
land
EllisboroTurnerRockingham County NC Shiloh
Study Area
FIGURE 1: VICINITY MAP
Proposed Improvements to Future I-73/U.S. 220 at the U.S. 331
and N.C. 135 Interchange and Replacement of Bridge No. 780074
Rockingham County, NC STIP Project I-5898
±Source: ESRI
0 1 20.5 Miles
Rockingham
Eden
StokesdaleSummerfield
Greensboro
Wentworth
Reidsville
Oak Ridge
Madison
Walnut Cove
Walkertown
Mayodan
Stoneville
Ossipee
ROCKINGHAM
GUILFORD
CASWELL
FORSYTH ALAMANCE
Virginia
North Carolina
RIVER R
O
A
D
NC 135
DAN VALLEY ROADLELA ROADPHILPOTT ROADTWIN SPRINGS ROADWILL

R
O
A
D QUAKER DRIVEHAYDEN ROADBROWN MOUNTAIN R
OAD
SHAKEY ROADLAYMON LANE COMMERCE DRIVECAMDEN ROADUS 220 / US 311Copyright:© 2013 National Geographic Society, i-cubed
Roads
Study Area Proposed Improvements to Future I-73/U.S. 220 at the U.S. 331 and N.C. 135 Interchange and Replacement of Bridge No. 780074 STIP No. I-5898
Rockingham County, NC
Source: USGS Topo Quad: Mayodan 1:24,000 Scale ±0 500 1,000250
Feet
Figure 2: Topographic Map
Wetland Data Point
Streams (Potential Non-Wetland W aters of the US)
Intermittent
Perennial
Study Area
Potential Wetland Waters of the US
Potential Wetland Waters of the US - Revised 4/2/19
Proposed Improvements to Future I-73/U.S. 220 at the U.S. 331and N.C. 135 Interchange and R eplacement of Bridge No. 780074STIP No. I-5898Rockingham County, NC
Source: NC OneMap (2018)
SA
SB Reach 1
SB Reach 2
SC Rea ch 1SC Rea ch 2
SC Rea ch 3
SD Rea ch 1
SD Rea ch 2
SE Reach 1
SE Reach 2
SD Rea ch 2
WA
WA
SF
SG
SG
SH
SH
SI Reach 1
SI Reach 2
SI Reach 1
SI Reach 2
WB*
SJ
±0 500 1,000250
Feet
Figure 3: Aerial Imagery & Features Map
WB-DPU
WB-DPW
WA-DPW
WA-DPU
WB* was expanded per comments on PJD Site Visit on April 2, 2019. Expanded area was flagged on site and area was drawn in based on field measurements, LIDAR, and aerial imagery.
April 2019
0 25 50
Feet
0 100 20050
Feet
WB*
NRCS SOIL SURVEY OF ROCKINGHAM COUNTY, NC. 1992

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary

NORTH CAROLINA
Environmental Quality

December 30, 2021

Mr. Jerry Parker
NCDOT Division 7 Environmental Supervisor
North Carolina Department of Transportation
P. O. Box 14996
Greensboro, North Carolina 27415-4996

Dear Mr. Parker:

Subject: Mitigation Acceptance Letter:

Division 7 Project – TIP Number I-5898, US 220 / NC 135 Interchange Improvement and Replace Bridge
780074, Rockingham County

The purpose of this letter is to notify you that the North Carolina Department of Environmental Quality –
Division of Mitigation Services (NCDEQ-DMS) will provide the stream mitigation for the subject project. Based on
the information received from you on December 24, 2021, the impacts are located in CU 03010103 of the Roanoke
River basin in the Central Piedmont (CP) Eco-Region, and are as follows:

Roanoke
03010103
CP
Stream Wetlands Buffer (Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh Zone 1 Zone 2
Impacts
(feet/acres) 0 0 234.000 0 0 0 0 0

The impacts and associated mitigation needs were under projected by the NCDOT in the 2021 impact data.
NCDEQ-DMS will commit to implement sufficient compensatory mitigation credits to offset the impacts associated
with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-
Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation
acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from NCDEQ-DMS.

If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420.

Sincerely,

James B. Stanfill
DMS Asset Management Supervisor

cc: Mr. Dave Bailey, USACE – Raleigh
Ms. Amy Chapman, NCDWR
Mr. Ray Bode, Johnson, Mirmiran & Thompson, Inc.
Ms. Linda Fitzpatrick, NCDOT – EAU
File: I-5898 – Division 7

 TIP No.  I‐5898 US 311/NC 135 Interchange.  Widen Bridge No. 780074 and Upgrade Interchange                                                       Rockingham County  Questions?   NCDOT Consultant Project Manager  Teresa Hart, PE   JMT, Inc 1130 Stitus Court  Ste 200 Raleigh, NC  27606  984‐269‐4918  thart@jmt  The North Carolina Department of Transportation (NCDOT) has begun planning and environmental studies for the proposed transportation improvements to US 311/NC 135 Interchange, Rockingham County.  The project proposes to widen Bridge No. 780074 and Upgrade Interchange in TIP Project I‐5898.   As part of the preparation required for building this project, engineers, surveyors, geologists, and others representing NCDOT will be working on or near your property for the next several months collecting data necessary for the design of this transportation project.  Other State and Federal Agency representatives relevant to the project may also be present with NCDOT to ensure that the data collected conforms to matters within their respective jurisdictions.  The specific area in which these representatives will be working does not necessarily indicate the final location or extent of the proposed transportation improvement.   These representatives will be wearing high visibility safety vests, and will be locating and measuring utilities, property corners, transportation features, and the limits of streams and wetlands.  These representatives will use wooden stakes, various colors of flagging, or ribbons, hung on trees and shrubs as part of their work.  These stakes and flagging do not indicate the location of the proposed transportation  project,  but  they  are  very  important  in  our  planning  and  environmental  project development process.  Please do not disturb these stakes and flagging.   As the study progresses, newsletters will be mailed and/or advertised public meetings may be held to present information and any preliminary designs to keep you informed of the project’s progress. 
OWNER ADDRESS CITY NC ZIP
OCCUPANT/RESIDENT 101 N VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 102 N VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 102 TAFT ST EDEN NC 27288
OCCUPANT/RESIDENT 103 W STADIUM DR EDEN NC 27288
OCCUPANT/RESIDENT 104 WILSON ST EDEN NC 27288
OCCUPANT/RESIDENT 105 N VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 106 DEVONWAY ST EDEN NC 27288
OCCUPANT/RESIDENT 106 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 107 TAFT ST EDEN NC 27288
OCCUPANT/RESIDENT 107 W STADIUM DR EDEN NC 27288
OCCUPANT/RESIDENT 107 WILSON ST EDEN NC 27288
OCCUPANT/RESIDENT 108 WILSON ST EDEN NC 27288
OCCUPANT/RESIDENT 109 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 110 DEVONWAY ST EDEN NC 27288
OCCUPANT/RESIDENT 110 E ARBOR LN EDEN NC 27288
OCCUPANT/RESIDENT 110 GRANT ST EDEN NC 27288
OCCUPANT/RESIDENT 110 TAFT ST EDEN NC 27288
OCCUPANT/RESIDENT 111 WILSON ST EDEN NC 27288
OCCUPANT/RESIDENT 112 N VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 112 TAFT ST EDEN NC 27288
OCCUPANT/RESIDENT 112 WILSON ST EDEN NC 27288
OCCUPANT/RESIDENT 113 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 113 TAFT ST EDEN NC 27288
OCCUPANT/RESIDENT 113 W ARBOR LN EDEN NC 27288
OCCUPANT/RESIDENT 114 GRANT ST EDEN NC 27288
OCCUPANT/RESIDENT 114 WILSON ST EDEN NC 27288
OCCUPANT/RESIDENT 115 E STADIUM DR EDEN NC 27288
OCCUPANT/RESIDENT 115 W KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 115 WILSON ST EDEN NC 27288
OCCUPANT/RESIDENT 117 E KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 117 TAFT ST EDEN NC 27288
OCCUPANT/RESIDENT 118 DEVONWAY ST EDEN NC 27288
OCCUPANT/RESIDENT 118 E STADIUM DR EDEN NC 27288
OCCUPANT/RESIDENT 118 W ARBOR LN EDEN NC 27288
OCCUPANT/RESIDENT 119 DEVONWAY ST EDEN NC 27288
OCCUPANT/RESIDENT 119 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 119 WILSON ST EDEN NC 27288
OCCUPANT/RESIDENT 120 W ARBOR LN EDEN NC 27288
OCCUPANT/RESIDENT 123 N VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 205 E KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 207 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 210 E KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 210 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 212 E KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 213 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 213 W KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 220 W KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 230 W KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 231 W KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 238 W KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 239 W KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 243 W KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 244 W KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 245 W KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 247 W KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 249 W KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 250 W KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 251 W KINGS HWY EDEN NC 27288
Table 1. Landowners
OWNER ADDRESS CITY NC ZIP
Table 1. Landowners
OCCUPANT/RESIDENT 253 W KINGS HWY EDEN NC 27288
OCCUPANT/RESIDENT 311 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 315 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 406 THOMPSON ST EDEN NC 27288
OCCUPANT/RESIDENT 407 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 415 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 509 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 515 S KENNEDY AVE EDEN NC 27288
OCCUPANT/RESIDENT 515 THOMPSON ST EDEN NC 27288
OCCUPANT/RESIDENT 516 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 518 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 519 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 529 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 594 S PIERCE ST EDEN NC 27288
OCCUPANT/RESIDENT 598 S PIERCE ST EDEN NC 27288
OCCUPANT/RESIDENT 608 LINDEN DR EDEN NC 27288
OCCUPANT/RESIDENT 625 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 640 FAGG DR EDEN NC 27288
OCCUPANT/RESIDENT 640 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 659 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 663 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 665 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 678 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 680 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 700 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 701 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 703 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 705 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 707 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 709 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 723 S VAN BUREN RD EDEN NC 27288
OCCUPANT/RESIDENT 726 S VAN BUREN RD EDEN NC 27288
213 PROPERTIES LLC  PO BOX 2195 REIDSVILLE NC 27323‐2195
A V A PROPERTIES OF THE PIEDMONT LLC 734 S VAN BUREN RD EDEN NC 27288‐5322
AUTO ZONE 640 S VAN BUREN RD EDEN NC 27288
AUTOZONE INC #0468  PO BOX 2198 MEMPHIS TN 38101‐2198
BACON ENTERPRISES INC  2259 N MAIN STREET DANVILLE VA 24540‐2415
BARKER & DALY LLC  500 STINSON DR #100 DANVILLE VA 24540‐5397
BARKER KEVIN D BARKER HEATHER O 531 SOUTHWOOD DR EDEN NC 27288‐5222
BISCUITVILLE 114 W KINGS HWY EDEN NC 27288
BMA EDEN APARTMENTS LLC  1900 DALROCK RD ROWLETT TX 75088‐5526
BOJANGLES 631 S VAN BUREN RD EDEN NC 27288
BURDINE LAURA LEIGH BURDINE STEVEN ELLIOTT 319 PINEWOOD PL EDEN NC 27288‐5221
Burger King 221 W KINGS HWY EDEN NC 27288
BURGER KING CORP  PO BOX 460189 HOUSTON TX 77056‐8189
BURGESS PAMELA P  114 WILSON ST EDEN NC 27288‐5231
BV 136 LLC  1414 YANCEYVILLE ST STE 300 GREENSBORO NC 27405‐6963
CHAMPION MARY LOU  113 TAFT ST EDEN NC 27288‐5224
CHAN SAN LUNG CHAN CATHERINE LI 138 E MEADOW RD EDEN NC 27288
CHINA WOK 640 S VAN BUREN RD EDEN NC 27288
CHRISTMAN ARLEAN BRAY  114 GRANT ST EDEN NC 27288‐5216
COLE CV EDEN NC LLC  ONE CVS DR  #5559‐02 WOONSOCKET RI 2895
COOK OUT EDEN INC  15 LAURA LN STE 300 THOMASVILLE NC 27360‐5865
CROUCH ROBERT L CROUCH DEBORAH H 366 ANDERSON RD EDEN NC 27288‐8103
D R DEVELOPMENT CORP  PO BOX 1107 EDEN NC 27289‐1107
DALJON INC  PO BOX 590 EDEN NC 27289‐0590
DAVIS MARK DAVIS KAREN 115 WILSON ST EDEN NC 27288
DEEP RIVER REHABILITATION 640 S VAN BUREN RD EDEN NC 27288
OWNER ADDRESS CITY NC ZIP
Table 1. Landowners
DI'LISHI FROZEN YOGURT BAR 640 S VAN BUREN RD EDEN NC 27288
DISHMON WALLACE SR DISHMON PATRICIA 106 DEVONWAY ST EDEN NC 27288‐5205
DOLLAR GENERAL 640 S VAN BUREN RD EDEN NC 27288
DOMINO'S 640 S VAN BUREN RD EDEN NC 27288
ECKERD CORPORATION  PO BOX 3165 HARRISBURG PA 17105‐3165
EDEN CHAMBER OF COMMERCE  678 S VAN BUREN RD EDEN NC 27288
EDEN CONTRACTOR EQUIP & RENTAL  PO BOX 590 EDEN NC 27289‐0590
EDEN DEVELOPMENT CORP  PO BOX 610 EDEN NC 27288‐0610
EDEN INN LLC  631 HIGHLAND DR EDEN NC 27288‐4934
EDEN OIL CO  PO BOX 1375 REIDSVILLE NC 27323‐1375
EDEN RIDGE LLC  302 S KENNEDY ST EDEN NC 27288‐5058
EDEN TRIAD PROPERTIES LLC  7008 BLACKSMITH CT SUMMERFIELD NC 27358‐9288
EGGLESTON & BURLESON LLC  PO BOX 929 EDEN NC 27289‐0929
ELIZABETH'S PIZZA 640 S VAN BUREN RD EDEN NC 27288
ELLINGTON PEGGY PENNINGTON  525 HIGHLAND PARK DR STE J EDEN NC 27288‐5063
ELLISON CLEVELAND REVOCABLE LIVING TRUST PO BOX 523 EDEN NC 27289‐0523
EVANS OTIS DAVID JR  633 E MEADOW RD EDEN NC 27288‐3425
FAWCETT MILDRED BRAMMER ESTATE  100 UPLAND DR SALEM VA 24153‐7164
FC PROPERTIES LLC  PO BOX 610 EDEN NC 27289‐0610
FFC LIMITED PARTNERSHIP  166 SOUTHGATE DR STE 10 BOONE NC 28607‐4906
FLEMING JACK T SR  612 BUSINESS PARK DR STE B EDEN NC 27288‐6461
GNC 640 S VAN BUREN RD EDEN NC 27288
GOLDING THOMAS H GOLDING MELISSA P 110 TAFT ST EDEN NC 27288‐5225
GRAZIANI CARMINE  640 S VAN BUREN RD UNIT N EDEN NC 27288‐5365
GRAZIANI VITTORIO GRAZIANI TERESA P 640 S VAN BUREN RD UNIT N EDEN NC 27288‐5365
GREAT CLIPS 640 S VAN BUREN RD EDEN NC 27288
GUNN WILLIAM EDWIN  119 WILSON ST EDEN NC 27288‐5230
HALL THOMAS E JR AND OTHERS  PO BOX 911 EDEN NC 27289‐0911
Hardees 202 W KINGS HWY EDEN NC 27288
HARI KRISHNA LLC  115 W KINGS HWY EDEN NC 27288
HARRINGTON CHARLES B  107 TAFT ST EDEN NC 27288
HART JAMES E JR HART CHRISTI W 111 WILSON ST EDEN NC 27288‐5230
HIBBETT SPORTS 640 S VAN BUREN RD EDEN NC 27288
HILL CHILD LLC  PO BOX 6159 KINSTON NC 28501‐6159
HOME PROPERTIES LLC  4312 AGLIANO TER SUMMERFIELD NC 27358‐9562
HOME SAVINGS AND LOAN  PO BOX 10 ASHEVILLE NC 28802‐0010
HOPKINS MARTHA W  821 OAK RIDGE DR EDEN NC 27288‐5369
HRS PROPERTIES LLC  2840 ASHLEY LOOP REIDSVILLE NC 27320‐5009
HTD ENTERPRISES LLC  1228 WESTRIDGE RD GREENSBORO NC 27410‐3828
HUBEI GROUP LLC  709 S MADISON ST EDEN NC 27288‐9901
HUFFMAN JIMMY D  117 TAFT ST EDEN NC 27288‐5224
HUSSEY DANA L  1840 BETHLEHEM CHURCH RD REIDSVILLE NC 27320‐8789
HUYNH TRANG T  4806 PENNOAK RD GREENSBORO NC 27407‐4032
IT'S FASHION METRO 640 S VAN BUREN RD EDEN NC 27288
J S OF EDEN ENTERPRISES INC  PO BOX 590 EDEN NC 27289‐0590
JACKSON HEWITT 640 S VAN BUREN RD EDEN NC 27288
JENKINS HOWARD TIMOTHY JENKINS CHERYL RIDLEY 540 DOGWOOD DR EDEN NC 27288
JOHNSON ROBERT JOHNSON MARGERY 118 WILSON ST EDEN NC 27288‐5231
JOHNSTON H ONEIL JOHNSTON PATRICIA B 102 TAFT ST EDEN NC 27288‐5225
KOBER MAIDA BONELL  594 S PIERCE ST EDEN NC 27288‐5240
KOTIS HOLDINGS LLC  PO BOX 9296 GREENSBORO NC 27429‐0296
LAKE CHARLES ROBY LEMONS TAYLOR BROOKE 119 DEVONWAY ST EDEN NC 27288‐5204
LAYNE BROTHERS REAL ESTATE INVESTMENTS LLC 509 S VAN BUREN RD EDEN NC 27288‐5018
LIDL US OPERATIONS LLC  3500 S CLARK PL ARLINGTON VA 22202‐4033
LIGHT C ORVILLE LIGHT YVONNE 123 GRANT ST EDEN NC 27288‐5215
LISBETH INC  407 S VAN BUREN RD STE B EDEN NC 27288‐5053
LOVE ENTERPRISES OF REIDSVILLE LLC 160 LAUREL RIDGE DR REIDSVILLE NC 27320‐8033
MAC‐SMITH CORP.  PO BOX 590 EDEN NC 27289‐0590
OWNER ADDRESS CITY NC ZIP
Table 1. Landowners
MADISON HOLDINGS LLC  605 S MORGAN ST ROXBORO NC 27573‐5435
MAV LLC  101 EPHESUS CHURCH CHAPEL HILL NC 27517‐2534
MCDONALDS 640 S VAN BUREN RD EDEN NC 27288
MCDONALDS REAL ESTATE COMPANY  2901 PACIFIC AVE GREENSBORO NC 27406‐4512
MCELHANNON THOMAS MILTON MCELHANNON SYLVIA112 WILSON ST EDEN NC 27288‐5231
MCFADDEN PLACE PROPERTIES LLC  1000 W OCEANFRONT NEWPORT BEACH CA 92661‐1025
MEADOW GREENS INVESTORS LLC RR MEADOW GREEN 1840 MAIN ST STE 204 WESTON FL 33326‐3685
MEDICAL AND DENTAL PHARMACY BLDG INC 407 S VAN BUREN RD EDEN NC 27288‐5069
MILLS KATHLEEN W  116 TAFT ST EDEN NC 27288‐5225
MOREHEAD DOCTORS CENTER  117 E KINGS HWY EDEN NC 27288‐5201
MOREHEAD MEMORIAL HOSPITAL  117 E KINGS HWY EDEN NC 27288‐5201
NEW CENTER DEVELOPMENT CO  PO BOX 20983 WINSTON SALEM NC 27120‐0983
NOBLE HOSPITALITY INC  101 SWIFT WIND PL APEX NC 27539‐5113
NORTHLINGTON MARIANNE D HOFFMAN JANE D & OTHPO BOX 220 DANBURY NC 27016‐0220
OSBORNE INVESTMENTS LLC  PO BOX 1107 EDEN NC 27289‐1107
OSBORNE PETER F OSBORNE ROBERT M JR PO BOX 1127 EDEN NC 27289‐1127
PATRICK HENRY NATIONAL BANK 630 FAGG DR EDEN NC 27288
PATRICK HENRY NATIONAL BANK  1300 KINGS MOUNTAIN RD MARTINSVILLE VA 24112
PENNIES FOR CHANGE THRIFT STORE 640 S VAN BUREN RD EDEN NC 27288
PERKINS ERIC WALKER  210 S VAN BUREN RD EDEN NC 27288‐7702
PIEDMONT AVIATION CREDIT UNION  3530 ADVANTAGE WAY WINSTON SALEM NC 27103‐5515
POWELL ANDREW J POWELL DONNA C 311 W ARBOR LN EDEN NC 27288‐5309
PRILLAMAN IVIS N  110 GRANT ST EDEN NC 27288‐5216
PULLIAM DANNY R PULLIAM DAWN D 110 DEVONWAY ST EDEN NC 27288‐5205
RADIO SHACK 640 S VAN BUREN RD EDEN NC 27288
REGIONAL PROPERTIES I LLC  PO BOX 730 BURLINGTON NC 27216‐0730
REYNOLDS CANDACE J TRUSTEE  140 PINE KNOT EDEN NC 27288‐4200
ROBERTSON JUDY F  104 WILSON ST EDEN NC 27288‐5231
ROBERTSON KELLY BURKE  107 WILSON ST EDEN NC 27288‐5230
ROCKINGHAM COUNTY PUBLIC LIBRARY 598 PIERCE ST EDEN NC 27288
RODGERS FOYE ELWOOD RODGERS LAURA G 112 TAFT ST EDEN NC 27288‐5225
ROUSE RANDALL REX JR ROUSE JUDY G 305 WILSON ST EDEN NC 27288‐5234
RPK PROPERTIES (PIN MATCH) PO BOX 1127 EDEN NC 27289‐1127
RUBY TUESDAY 706 S VAN BUREN RD EDEN NC 27288
RUBY TUESDAY INC  333 EAST BROADWAY MARYVILLE TN 37804
RUDD WILLIAM G III  1837 SHOREWOOD DR ROCK HILL SC 29732
RUSH PROPERTIES LLC  675 WESTERLY PARK RD EDEN NC 27288‐7868
SAKURA 640 S VAN BUREN RD EDEN NC 27288
SAVE‐A‐LOT 640 S VAN BUREN RD EDEN NC 27288
SCHEWELS 640 S VAN BUREN RD EDEN NC 27288
SERVICE STATION 640 S VAN BUREN RD EDEN NC 27288
SHREE VENKATASH INC  110 E ARBOR LN EDEN NC 27288‐5302
SIMPSON WILLIAM F GOLDING LLOYD & OTHERS 1002 OAKCREST DR REIDSVILLE NC 27320
SNOW MICKEY D SNOW KATRINA L & OTHERS 698 LINDEN DR EDEN NC 27288‐3307
SOUTHERN NATIONAL BANK  PO BOX 167 WINSTON SALEM NC 27102‐0167
SOUTHERN NATIONAL BANK OF N C  PO BOX 167 WINSTON SALEM NC 27102‐0167
SPRUCE STREET LLC  8 SILVERS CT PENNINGTON NJ 08534‐3000
T & T INC  1331 TELLOWEE RD EDEN NC 27288
TURNER WILLIAM LEE  1005 FIELDS ST EDEN NC 27288‐6313
WACHOVIA BANK & TRUST CO NA  PO BOX 2609 CARLSBAD CA 92018‐2609
WALKER B W JR WALKER JAMES R PO BOX 528 EDEN NC 27289‐0528
WALKER JAMES R WALKER BARNEY W JR PO BOX 528 EDEN NC 27289‐0528
WALKER MELVIN & WOODALL HOLDINGS LLC PO BOX 528 EDEN NC 27289‐0528
WENDY'S 639 S VAN BUREN RD EDEN NC 27288
WENZEL DONALD C TRUST UTA  1528 W GRACE ST CHICAGO IL 60613‐2702
WHITE JUDY W  304 MEADOW VIEW LN EDEN NC 27289
WOODALL HOLDING CO LLC  202 RIVER RIDGE RD EDEN NC 27288‐8041
ZOEJO LLC  4332 BEACON LIGHT RD EDGEWATER FL 32141‐7002
OWNER ADDRESS CITY NC ZIP
Table 1. Landowners
TONY GALLAGHER/ NCDOT EAU 1598 MAIL SERVICE CENTER RALEIGH NC 27699‐1598
ED LEWIS / NCDOT PO Box 14996 GREENSBORO NC 27415‐4996
MIKE MILLS / NCDOT PO Box 14996 GREENSBORO NC 27415‐4996
PATTY EASON / NCDOT PO Box 14996 GREENSBORO NC 27415‐4996