20170732 Ver 3_Modification_20180518

Action History (UTC-05:00) Eastern Time (US & Canada)
�brrrit by Anonymous User 5/18/2018 5:32:44 PM (Message Start Event)
Accept by Carpenter,Kristi 5/18/2018 5:33:22 PM (DOT project)
. The task was assigned to Carpenter,Kristi. The due date is: May 23, 2018 5:00 PM 5/18/2018 5:32 PM

Water Resources
ENVIRONMENTAL �UPLITV
Staff Review
ID#* Version* 3
20170732
Is this project a public transportation project? * �' Yes
�' No
Reviewer List:* Dave Wanucha:eads\djwanucha
Select Reviewing Office:* Winston-Salem Regional Office -[phone]
Submittal Type:*
Modifications
Does this project require a request for payment to be sent? *
l'
Yes
r•
No

Project Submittal Dated 5/18/2018
*
Please note: fields marked with a red asterisk beloware required. You will not be able to submit the form until all
mandatory questions are ans�red.
Project Type:* �' New Project
C' Pre-Application Submittal
C' More Information Response
r Other Agency Comments
l' For the Record Only (Courtesy Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre-Application Submittal - Please check the pre-application submittal if you just want feedback on your submittal and
do not have the e�ectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an ebsting project.
Project Contact Information
Name:
Email Address:*
Project Information
Project Name:*
Kristi Lynn Carpenter for Amy Euliss
Who is subrritting the irrforrration?
[e-mail]
US 421/I-40 Bridge Replacements, Improvements, Paving (U-2827B/C-5620A)
Is this a public transportation project? *
C•' Yes
C' No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?*
C' Ye�" No �' Unknown
TI P#: WBS#:
U-2827B/C-5620A 34872.3.4
(Applies to DOT projects only)
County (ies) *
Forsyth
Please upload all files that need to be submited.
C7ick the upload button or drag and drop files here to attach docurrent
U2827 B_Permit_Mod ification_2_Package_051118.. . . 4.42MB
Only pdf or Ime files are accepted.
Describe the attachments:
Sent via email.
* fJ By checking the box and signing box below, I certify that:
o I have given true, accurate, and complete information on this form;

o I agree that submission of this form is a"transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions AcY')
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions AcY');
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
c.{x� rr� �j.rN C''rr r,�vrr�r
Submittal Date:

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H. TROGDON, III
GOVERNOR SECRETARY

Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION 9
375 SILAS CREEK PARKWAY
WINSTON SALEM, NC 27127

Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968

Website: www.ncdot.gov
Location:
375 SILAS CREEK PARKWAY
WINSTON SALEM, NC 27127

May 11, 2018

U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587

ATTN: Mr. Bryan Roden-Reynolds
NCDOT Division 9 Project Coordinator

SUBJECT: Request for Modification #2 to Section 404 General Permit
and Section 401 General Water Quality Certification for the proposed US
421/I-40 Business pavement reconstruction, bridge replacements and interchange
modifications from west of 4th St. to east of Church St., and a multi-use path from
4th St. to Liberty St., Forsyth County, Division 9. Federal Aid Project No. NHF-
0421(5), TIP Project No. U-2827B / C-5620A. Debit $570.00 from WBS
34872.3.4.

References: Section 404 General Permit 198200031, U.S. Army Corps of Engineers Action
ID SAW-2009-01193, dated July 11, 2017 (revised February 16, 2018); 401
Water Quality General Certification No. 4088, N.C. Division of Water Resources
Project No. 20170732, dated July 13, 2017 (revised February 27, 2018).

Dear Sir:

The North Carolina Department of Transportation (NCDOT) proposes pavement reconstruction
for approximately 1.2 miles of I-40 Business, bridge replacements, interchange modifications,
and widening of Peters Creek Parkway in Forsyth County. As part of the project, 8.5 miles of 2-
inch parallel fiber optic conduits and signage for ITS communication will be installed. In
conjunction with U-2827B, project C-5620A a multi-use path along US 421/I-40 Business from
Lockland Avenue to Liberty Street will be constructed. No jurisdictional impacts are proposed for
the installation of the fiber optic conduits, signage, and multi-use path.

The permit modification #1 application dated February 16, 2018 stated there would be a total of
458 linear feet of permanent stream impact and 216 linear feet of temporary stream impact
associated with construction of the roadway project. At that time, total mitigation credits had been
acquired for 458 linear feet of stream impacts. Permit modification #2 increases the total impacts
to 562 linear feet of permanent stream impacts (50 feet is bank stabilization and non-mitigable),
and 226 linear feet of temporary stream impacts associated with construction of the project.
Additional mitigation credits for impacts to 54 linear feet of stream have been received from NC
Division of Mitigation Services (see attached letter).

There will be no temporary or permanent impacts to wetlands. A design change related to the
West Fourth Historic District (FY3466) at Site 2 has instigated the need to modify the revised
permitted impacts.

Site 2 Design Change

A minimum 5-foot wide sidewalk on the west side (southbound) of Peters Creek Parkway from
the north side of the existing culvert to the intersection at Fourth Street is required by NCDOT.
Adding this sidewalk required widening the existing Peters Creek Parkway footprint beyond the
original construction limits presented in the original public hearing maps. The addition of
sidewalk here resulted in several new elements of work (culvert extension, retaining wall).
NCDOT had previously coordinated with SHPO/FHWA and reached concurrence on a No
Adverse Effect finding based on using temporary construction easements to construct the
improvements.

Recent geotechnical and environmental data has revealed poor soil conditions (soft silt and clay),
and groundwater located at shallow depths, requiring the retaining wall foundations to be
excessively deep. The cost for this wall design became excessive. On March 20, 2018, a meeting
between HPO and NCDOT decided excessive wall costs were unnecessary, and the use of fill
slopes, and extending the existing culvert onto the historic property would be permitted by HPO
under a Conditional No Adverse Effect. The official consultation sign-off form from the HPO
meeting is attached. Per HPO requirements, the Design-Build Team is required to landscape with
low-maintenance, urban plants and trees, and will not use red tips (Photinia spp.) and privet
(Ligustrum spp.) in the landscaping plan. The Design-Build Team will prepare a landscaping
submittal to NCDOT for review, coordinate with the Roadside Environmental Unit, and FHWA
will review and approve this plan. The commitment to create landscaping plans with regards to
historic resources is stated on the project commitments sheets and no project commitments will
change for the project due to this project modification.

Site 1: Permit Modification USACE Interpretation

NCDOT is interpreting impacts at Site 1 as a single and complete linear project. We have
discussed this interpretation with Monte Matthews (USACE) on May 1, 2018, and understand
him to be in agreement. Permanent impacts at Site 1 are associated with a 42” pipe
extension. This pipe extension is necessary for the widening of Peters Creek Parkway on the
north side of Business 40, and not a result of the loops for the interchange or acceleration or
deceleration lanes.

Sites 2: Permit Modification USACE Interpretation

NCDOT is interpreting impacts at site 2 and 3 as a single and complete linear project. We have
discussed this interpretation with Monte Matthews (USACE) on May 1, 2018, and understand
him to be in agreement. Permanent impacts at sites 2 (upstream of Peters Creek Parkway) and 3
are associated with the installation of a 66” pipe (site 2) and 48” pipe (site 3). As stated in the first
permit modification request dated January 26, 2018, the 66” pipe at site 2 is needed to minimize
long term maintenance concerns by removing guardrail, flattening slopes and reducing stream
bank erosion. Site 3 is needed to tie the channel into the pipe system at site 2. Permanent impacts
on the downstream side of Peters Creek Parkway are needed for slope stability. Permanent
impacts at both of these sites are necessary due to impacts associated with the widening of Peters
Creek Parkway on the south side of Business 40, and not a result of the loops for the interchange
or acceleration or deceleration lanes.

Impact Summary

Table 1 shows changes in impacts from original impacts, permit modifications #1 and permit
modification #2. Previously, permit modification #1 impacts were 458 linear feet of permanent
stream impacts and 216 linear feet of temporary stream impacts. Permit modification #2 increases
the total impacts to 562 linear feet of permanent stream impacts (50 feet is bank stabilization and
non-mitigable), and 226 linear feet of temporary stream impacts associated with construction of
the project. Therefore, mitigation credits for an additional 54 linear feet of stream impacts will be
requested from NC Division of Mitigation Services.

Table 1. U-2827B / C-5620A Stream Impacts Changes

Site
Temporary Fill in
Perennial Streams
(linear feet)
Permanent Fill in Perennial Streams
(linear ft)
Total
Stream
Impact
(linear
feet)
Stream
Impacts
Requiring
Mitigation
(linear feet)
Dewater Excavation Culvert Bank Stabilization Relocation
1 No change in
original impact - 10 214 - - 224 214
2 Original Impacts - 10 50 33 - 50 50
2 Modification #1
Additional Impacts - - 124 - - 124 124
2 Modification #2
Additional Impacts - 10 73 31 - 114 73
3 Original Impacts - 10 - - 42 10 -
3 Modification #1
Additional Impacts - - 51 *19 - 70 51
4 No change in
original impacts 196 - - - - 196 -
Totals 196 30 512 50 747 **512
*Previously culvert impact, during design changes this impact was converted to bank stabilization and was inadvertently counted as mitigable
** Mitigation for 458 linear feet of permanent impacts to streams had already been received.

By copy of this letter, we also request 401 review and approval from the NC Division of Water
Resources with one copy of the application package provided to Amy Chapman, Transportation
Permitting Unit Supervisor, and Dave Wanucha, DOT Project Coordinator. Please charge the
application fee of $570 to WBS Project No. 34872.3.4.

A copy of this permit modification will be posted on the NCDOT Website at
https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx, under Quick Links >
Permit Applications. A copy of the CE is also available at the above website address under Quick
Links > Environmental Documents. Thank you for your assistance with this project. If you have
any questions or need additional information, please contact me at [e-mail] either or
[phone].

Sincerely,

Amy Euliss
Division 9 Environmental Officer

cc:
Mezak Tucker, PE, NCDOT
David Wanucha, NCDENR DWR
Amy Chapman, NCDENR DWR
Beth Harmon, Division of Mitigation Services
Michael Penney, NCDOT Design-Build
(Version 2.05; Released April 2016)34872.3.4TIP No.:U-2827B / C-5620ACounty(ies):Forsyth Page 1 of 3TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2040Existing: Year:Aquatic T&E Species?NoComments:No N/AN/AN/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)ac.4 lane divided freeway w/ an 11ft median: (2) 12 foot outside paved shoulders, (2) 12 foot travel lanes, (2) 5.5 foot paved median shoulders - Total width 0f 83'96,[e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:SANone74,8004 lane divided freeway w/ an 11 ft median: (2) 10 foot outside paved shoulders, (2) 12 foot travel lanes, (2) 5.5 foot paved median shoulder - Total width of 79'Waterbody Information2011NCDWR Stream Index No.:34872.3.4Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The project consists of pavement reconstruction of approximately 1.2 miles of I-40 Business, bridge replacements, interchange modifications, construction of multi-use path, and widening of Peters Creek Parkway. There are two culvert extensions for a box culvert under Peters Creek Parkway, the upstream side has an attached junction box while the downstream was needed due to a retaining wall not being feasible, a pipe extension on the same tributary upstream of I-40 business where a supplemental pipe will be required, and a stream relocation for a small tributary that ties to the Peters Creek Tributary. An existing pipe that carries Tar Branch will also need to be replaced within the ROW limits of the project. There will be an additional 5.0 acres of impervious area added to the project due to the widening of Peters Creek Parkway. Stormwater control measures in the form of Media Filters have been proposed in this area to incorporate some stromwater treatment for part of this additional impervious area. In other areas of the project, there has been a decrease of impervious area by 7.0 acres due to the removal of select ramps and loops (see plans). The proposed project has a net reduction in Impervious area of 2.0 acres. The Design-Build Team has also flattened proposed ditches whenever possible to aide in as much treatment as possible. 555 Fayetteville St., Suite 900North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1020 Birch Ridge Dr.Address:General Project InformationU-2827B / C-5620AWBS Element:Pavement ReconstructionWBS Element:James RiceNCDOT Contact:919-707-6703Raleigh, NC 27601Contractor / Designer:[e-mail]:4/26/2018ForsythWinston SalemMatt LaufferRaleigh, NC 27610River Basin(s): City/Town:30.2Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoUrbanUT to Peters CreekNA - Peters Creek: 12-94-12-832.21.26Project DescriptionProposed ProjectYadkin-Pee DeeNoneSupplemental Classification: NoneWetlands within Project Limits?
(Version 2.05; Released April 2016)North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS34872.3.4TIP No.:U-2827B / C-5620ACounty(ies):Forsyth Page 2 of 3Aquatic T&E Species?NoComments:No N/AN/AAquatic T&E Species?Comments:Aquatic T&E Species?Comments:Aquatic T&E Species?Comments:(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)NRTR Stream ID:Surface Water Body (4): Impairments:Buffer Rules in Effect:WBS Element:Surface Water Body (2): Buffer Rules in Effect:N/AAdditional Waterbody InformationTar BranchNCDWR Stream Index No.:NCDWR Stream Index No.:12-94-12-7NoneNRTR Stream ID:Class CPrimary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification: Other Stream Classification: Impairments:Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?Supplemental Classification: Supplemental Classification: Other Stream Classification: SCNRTR Stream ID:Impairments:Buffer Rules in Effect:Other Stream Classification: Buffer Rules in Effect:NCDWR Surface Water Classification for Water BodyPrimary Classification: (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)Surface Water Body (5): NCDWR Stream Index No.:(If yes, provide justification in the General Project Narrative)NCDWR Stream Index No.:Primary Classification: Other Stream Classification: NoneSupplemental Classification: Primary Classification: NRTR Stream ID:Impairments:NoneSurface Water Body (3): Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ANCDWR Surface Water Classification for Water Body(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)Deck Drains Discharge Over Water Body?NCDWR Surface Water Classification for Water Body(If yes, provide justification in the General Project Narrative)Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?Deck Drains Discharge Over Water Body?
(Version 2.05; Released April 2016)34872.3.4TIP No.:U-2827B / C-5620ACounty(ies):Forsyth Page 3 of 3Sheet No.Surface Water BodyDrainage Area(ac)New Built-Upon Area(ac)Volume Treated(ac-ft)North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSOther Best Management PracticesAdditional Comments0.110.1336.090372 / -80.256302NoFiltration Basin 1.444.646.1 1.2Filtration Basin1.161.17WBS Element:Precipitation Depth Treated over NBUA(in)BMP Associated w/ Buffer Rules?NoBMP TypeStation & Coordinates (Road and Non Road Projects)-L- 18+30 Rt.36.089239 / -80.256948-L- 21+95 Lt.(1)UT to Peters Creek(1)UT to Peters Creek
NC811
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BUS-45AASHTO 2011 (US)
BUS-45AASHTO 2011 (US)
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)

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
SIGNATURE:
SIGNATURE:
P.E.
P.E.DIVISION OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
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
1000 Birch Ridge Dr., Raleigh NC, 27610
CONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAHDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
North_Carolina_Dept_of_Transportation\U_2827BA_BB_Bus_I_40_Reconstruction_in_WS_DB\6.0_CAD_BIM\6.2_Work_in_Progress\U-2827B\Hydraulics\PERMITS_Environmental\Drawings\U2827B_PRM_TSH.dgnCMYERS4/24/2018NCDOT_pdf_color_eng_100.plt10:08:23 AMNCDOT_TSH.tblPENTABLE:TIME:DATE:PLOT DRIVER:USER:FILE:Blythe
4
5
6
7
7
8
9
10CreekCherry St.St.LibertySt.MainSt.ChurchSt.MLKJr.
WINSTON-SALEMMarshallPkwyPeters150
421
158S
8
311
52
NorfolkSouthernBEGIN PROJECT
END PROJECT
BUS
40
BUS
40
VICINITY MAP
(NOT TO SCALE)
K
ERN
ERSV
ILLETO
CLE
M
M
O
NS
TO
FORSYTH COUNTY
U-2827B, C-5620A
34872.3.4 NHP-0421(087)
RODNEY MONEY, P.E.
FUNC CLASS = FREEWAY
STATEWIDE TIER
50
50
10
100
100
20510
2550
2550
ADT 2040
DHV
D
T =
V
=
=
=
=
=C203862U-2827B, C-5620ADrStEighth
Prepared for the Office of:
ADT 2011 74,800
96,400
60%
13% *
50 MPH
* (TTST 7% + DUALS 6%)
9%
AUGUST 30, 2016
LYDIA BUEHRER, P.E.
JAMES RICE, P.E.
11
AUGUST 30, 2016
NCDOT CONTACT: K. ZAK HAMIDI, PE, DESIGN BUILD UNIT
BRIDGE LENGTH BASED ON CENTERLINE PROJECTION STATION
TOTAL LENGTH TIP PROJECT U-2827B = 1.348 MILES
LENGTH STRUCTURE TIP PROJECT U-2827B = 0.037 MILES
LENGTH ROADWAY TIP PROJECT U-2827B = 1.311 MILES
AND MULTI-USE PATH FROM FOURTH STREET TO LIBERTY STREET
FROM WEST OF FOURTH STREET TO EAST OF CHURCH STREET;
BRIDGE REPLACEMENTS, AND INTERCHANGE MODIFICATIONS
US 421 / I-40 BUSINESS PAVEMENT RECONSTRUCTION,
SIDEWALKS, SIGNING, SIGNALS, RETAINING WALLS, NOISE WALLS
GRADING, DRAINAGE, PAVING, STRUCTURES, CULVERTS, CURB AND GUTTER,
THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES
PROJECT PREPARED BY:FINAL PLAN SUBMITTALBRIAN STEFFEN, P.E.
SHEET __ OF __
PERMIT DRAWING
SITE 1
SITE 3
SITE 2
SITE 4
PERMIT MODIFICATION
STREAM IMPACTS
WETLAND AND
REVISIONS: SITE 2
04-24-2018
-L- STA. 5+92.00
BEGIN TIP PROJECT U-2827B
-L- STA. 77+10.96
END TIP PROJECT U-2827B
CONC HW5' X 6' BOX CULVERTINV=760.81HW=768.81S
d72"CHL & 3SBW30" C&G30" C&GMTLNC 150 PETERS CREEK PARKWAY 39' BSTLTLTLTEXISTING R/WEXISTING R/WS
S
SCB
CB48" CHLSSSSSSCONC
BSTGRAVEL
BSTBSTBSTBST
BSTBST
MTLMTL
CONCCONCCONCCONC ISL60" CONC60" CONC 60" CONC 60" CONC
72" CHL 72" CHLBSTBSTBST
60" WDGRAVELCONC MTLCONCBSTBST
BST
BSTGRAVELCONC CONCBSTBSTBST48" CHL48" CHL48" CHL48"WDMTL CANOPY
CONCFOUND FOUND
30" C&G
30" C&G
CONCBSTBSTBSTBST
CONC ISLE
LT351W/LT352353W/LTW/LT354355W/LTW/LT356357W/LTW/LT358359W/LTW/LT360361W/LTW/LT364365W/LTW/LT366367W/LT368369370W/LTEXISTING R/W EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W15" RCP18" RCP8" CLAY PIPEATTAINABLENO INVERTS FILLED W/ DIRTMTL CANOPY
CONC ISLE
72" CMP72" CMPBILLBOARD6" CONC
6" CONC
6" CONC
6" CONC
6" CONC
HWY 150 PETERS CREEK PKWY 38' BST
HWY 150 PETERS CREEK PKWY 38' BST
W EST 4TH ST 23' BST
TO FIRST ST.HH12" unknownmmmmmCBDI18" RCP18" VC15" RCP12" RCP15" RCP18" RCP18" VC15" RCP18" RCP18" RCP 15" RCP18" RCP15" RCPCBCBCBCBCBCBCBCBCBCBS
18" HDPE18" VCP15" RCP24" RCP
ddddd60" CONC96" MTL96" MTL96" MTLCONC ISL30" C&G60" CONCCONC ISLLTCONC ISLLT60" CONC30" C&G30" C&G60" CONCCONCCONC ISL30" C&G30" C&GU/C72" CHL72" CHL30" C&G30" C&G66" CONCFIRST ST BST6" CONC CURB
30" C&GPETERS CREEK PARKWAY 44' BST 60" CONCCBLT6" CONC CURB
CONC ISLW/LTSIG LTW/LTSIG LTW/LTSIG LT66" CONCCONCCONC72" CHLEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W2"PL2"PL6"DI6"DI6"DI6"DI6"DI4"PL4"PL6"DIINLETYARDINLETYARDLTLTLTLTLTCB24" CONC C&GBSTCONC60" CONC6" HDPE6" HDPEBSTSECOND STEXISTING R/W DB 3128 PG 4324ROADWAY SHEETS FOR PLANSIMPROVEMENTS, SEE EXTENT OF ROADWAY PLANS
025 25 50
GRAPHIC SCALE
SEE SHEET 7A
SHEET __ OF __
PERMIT DRAWING
( Not to Scale)
CHANNEL OUTLET BANK STABILIZATION
DETAIL W
1.5'
GEOTEXTILE

Type of Liner= CL I Rip-Rap with Geotextile
1.0'min.
STA. 36+05 -Y1- RT
1.0'min.
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
NAD 83/ NSRS 2007
35
CR203
205
207
206
173
203Z 203Z 203Z
203Z
F F
F F
F F F F
C
C
C C
C
C
F
F F
F
7
MATCHLINE -Y1- STA. 34+00, SEE SHEET 4MATCHLINE -Y1- STA. 14+50, SEE SHEET 4SEE SHEET 4-Y2A- STA. 14+75
MATCHLINE

FINAL ROADWAY REV. 01 (01-08-2018): REVISED PROPOSED R/W LINE FOR PARCELS 215 & 275 FOR PREVIOUSLY REVISED EXISTING R/W LINE. TCE ADDED TO PARCELS 204 & 205.RFC REV. 01 (10-13-2017): REVISED EXISTING R/W LINE FOR PARCEL 275NAD 83/ NSRS 2007
NAD 83/ NSRS 2007
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:North_Carolina_Dept_of_Transportation\U_2827BA_BB_Bus_I_40_Reconstruction_in_WS_DB\6.0_CAD_BIM\6.2_Work_in_Progress\U-2827B\Hydraulics\PERMITS_Environmental\Drawings\U2827B_PRM_PSH.dgnUSER:CMYERSDATE:4/26/2018NCDOT_pdf_color_eng_100.pltPLOT DRIVER:3:11:04 PMTIME:NCDOT_permits_NOCON.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Blythe
U-2827B, C-5620A
2040
2011AADT YEAR (VOLUME IN 100s)
(-Y1A-)
PETER'S CREEK PKWY
(-Y1A-)
PETER'S CREEK PKWY
3
1
11
6
33
16
177
71
(-Y2A-)
FIRST ST.
(-Y2A-)
FIRST ST.
118
40
249
84
62
37
97
24
NAD 83/ NSRS 2007
CRCRCRCRMEDIAN ISLAND
REMOVE EXIST.
201
215
275
C
C F
F
F
F
F
F
C
C
NAD 83/ NSRS 2007
RET
AI
NRETAI
NRETAIN
CB(F)15" RCP-III
15" RCP-III 15" RCP-III
CB(G)
CB(G)RETAINREMOVE CB
CB
REMOVE
DETAIL 'S'
SEE SHEET '2D-1'
EXCELSIOR MATTING
TEMPORARY
CB(F)
CB(F)W/ 15" RCPAND EXTENDCOLLARCLASS 'I' RIP RAP
EST. 48 TONS
SEE DETAIL 'W'
BANK STABILIZATION
CHANNEL OUTLET
TIE TO EXISTING RIP RAP
71 SY GEO-TEXTILEDO NOT BURYEX
TEND 5'
X 6' RCBCSITE 2
Adj. MH
CB(F)
DI
DI
CB(G)
REMOVE CB
RETAIN
RETAINRET
AI
NRETAIN
RETAIN
RETAIN
RETAIN RETAINRETAIN
RETAI
NSYSTEM
RETAIN RETAI
NRCP-III15"15" RCP-
III
R
E
T
A
INRETAIN
RCP-III
18"
MH
RETAIN
CB
ADJUST
CONC HW5' X 6' BOX CULVERTINV=760.81HW=768.81S
d72"CHL & 3SBW30" C&G30" C&GMTLNC 150 PETERS CREEK PARKWAY 39' BSTLTLTLTEXISTING R/WEXISTING R/WS
S
SCB
CB48" CHLSSSSSSCONC
BSTGRAVEL
BSTBSTBSTBST
BSTBST
MTLMTL
CONCCONCCONCCONC ISL60" CONC60" CONC 60" CONC 60" CONC
72" CHL 72" CHLBSTBSTBST
60" WDGRAVELCONC MTLCONCBSTBST
BST
BSTGRAVELCONC CONCBSTBSTBST48" CHL48" CHL48" CHL48"WDMTL CANOPY
CONCFOUND FOUND
30" C&G
30" C&G
CONCBSTBSTBSTBST
CONC ISLE
LT351W/LT352353W/LTW/LT354355W/LTW/LT356357W/LTW/LT358359W/LTW/LT360361W/LTW/LT364365W/LTW/LT366367W/LT368369370W/LTEXISTING R/W EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W15" RCP18" RCP8" CLAY PIPEATTAINABLENO INVERTS FILLED W/ DIRTMTL CANOPY
CONC ISLE
72" CMP72" CMPBILLBOARD6" CONC
6" CONC
6" CONC
6" CONC
6" CONC
HWY 150 PETERS CREEK PKWY 38' BST
HWY 150 PETERS CREEK PKWY 38' BST
W EST 4TH ST 23' BST
TO FIRST ST.HH12" unknownmmmmmCBDI18" RCP18" VC15" RCP12" RCP15" RCP18" RCP18" VC15" RCP18" RCP18" RCP 15" RCP18" RCP15" RCPCBCBCBCBCBCBCBCBCBCBS
18" HDPE18" VCP15" RCP24" RCP
ddddd60" CONC96" MTL96" MTL96" MTLCONC ISL30" C&G60" CONCCONC ISLLTCONC ISLLT60" CONC30" C&G30" C&G60" CONCCONCCONC ISL30" C&G30" C&GU/C72" CHL72" CHL30" C&G30" C&G66" CONCFIRST ST BST6" CONC CURB
30" C&GPETERS CREEK PARKWAY 44' BST 60" CONCCBLT6" CONC CURB
CONC ISLW/LTSIG LTW/LTSIG LTW/LTSIG LT66" CONCCONCCONC72" CHLEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W2"PL2"PL6"DI6"DI6"DI6"DI6"DI4"PL4"PL6"DIINLETYARDINLETYARDLTLTLTLTLTCB24" CONC C&GBSTCONC60" CONC6" HDPE6" HDPEBSTSECOND STEXISTING R/W DB 3128 PG 4324ROADWAY SHEETS FOR PLANSIMPROVEMENTS, SEE EXTENT OF ROADWAY 751752752753754
755
756757758758759
759
760
760
760760
761761761
762
7
62
763
7
63
764
764
765
76576576
5
7
65
765765766766766
766766767
767
767767
767768768768768768
768768 768769
769
769769769769769770
770770
770770770
7707707707
7
1
771
771
771771772772
772
772772773
773
773773773774
7
74774
774
774774 774775
775775
775
775
775775
775775775 776
776
776
776776776777777
777
777
778
778778
778778779
779
779
779
77978
0780
780780780
780
780
780780781
781781
781782782782
782
783
783
783
783
783784
784
784
784
785
785
7 8 5
785785785
785
785786786786
786787787787 788788
788
789
789
789
790790
790
790
790
790790
790
791
791791791791
791791
792792 792792792793
793
793
794
794
79 4
795
795795795795
796796
797797798799
800
801
802
803
804805
857858859860860861862863864865865866867868869870870871872873874875875875875876876877877878878879880880880881881881882882882 882883883
883884884884 884884885885885885
885
885886886886
886886 886887887887888888888
8
8
9 889889889889
889890890890890890
890
890
890
890891891891891891
891892892892892892
8928938938938
9
3893
893894894894894894
894895895895895895895895
895
895
895895896896896896896897897897897
8978978
9
7
898898898
898898
898898898899
899 899899899899900
9 00
900
900 900900900900900
900901
901 901901902
902 902902902903903903904904
905
905
9
0590590590
6 906907 907908908909909910910910910
911911912912913913914915915 9
1
5
9169179189
1
9920 PLANS
025 25 50
GRAPHIC SCALE
SEE SHEET 7A
SHEET __ OF __
PERMIT DRAWING
( Not to Scale)
CHANNEL OUTLET BANK STABILIZATION
DETAIL W
1.5'
GEOTEXTILE

Type of Liner= CL I Rip-Rap with Geotextile
1.0'min.
STA. 36+05 -Y1- RT
1.0'min.
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
NAD 83/ NSRS 2007
SITE 2
35
CR203
205
207
206
173
203Z 203Z 203Z
203Z
F F
F F
F F F F
C
C
C C
C
C
F
F F
F
7
MATCHLINE -Y1- STA. 34+00, SEE SHEET 4MATCHLINE -Y1- STA. 14+50, SEE SHEET 4SEE SHEET 4-Y2A- STA. 14+75
MATCHLINE

FINAL ROADWAY REV. 01 (01-08-2018): REVISED PROPOSED R/W LINE FOR PARCELS 215 & 275 FOR PREVIOUSLY REVISED EXISTING R/W LINE. TCE ADDED TO PARCELS 204 & 205.RFC REV. 01 (10-13-2017): REVISED EXISTING R/W LINE FOR PARCEL 275NAD 83/ NSRS 2007
NAD 83/ NSRS 2007
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:North_Carolina_Dept_of_Transportation\U_2827BA_BB_Bus_I_40_Reconstruction_in_WS_DB\6.0_CAD_BIM\6.2_Work_in_Progress\U-2827B\Hydraulics\PERMITS_Environmental\Drawings\U2827B_PRM_PSH.dgnUSER:CMYERSDATE:4/26/2018NCDOT_pdf_color_eng_100.pltPLOT DRIVER:3:10:26 PMTIME:NCDOT_permits_CON.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Blythe
U-2827B, C-5620A
2040
2011AADT YEAR (VOLUME IN 100s)
(-Y1A-)
PETER'S CREEK PKWY
(-Y1A-)
PETER'S CREEK PKWY
3
1
11
6
33
16
177
71
(-Y2A-)
FIRST ST.
(-Y2A-)
FIRST ST.
118
40
249
84
62
37
97
24
NAD 83/ NSRS 2007
CRCRCRCRMEDIAN ISLAND
REMOVE EXIST.
201
215
275
C
C F
F
F
F
F
F
C
C
NAD 83/ NSRS 2007
RET
AI
NRETAI
NRETAIN
CB(F)15" RCP-III
15" RCP-III 15" RCP-III
CB(G)
CB(G)RETAINREMOVE CB
CB
REMOVE
DETAIL 'S'
SEE SHEET '2D-1'
EXCELSIOR MATTING
TEMPORARY
CB(F)
CB(F)W/ 15" RCPAND EXTENDCOLLARCLASS 'I' RIP RAP
EST. 48 TONS
SEE DETAIL 'W'
BANK STABILIZATION
CHANNEL OUTLET
TIE TO EXISTING RIP RAP
71 SY GEO-TEXTILEDO NOT BURYEX
TEND 5'
X 6' RCBCAdj. MH
CB(F)
DI
DI
CB(G)
REMOVE CB
RETAIN
RETAINRET
AI
NRETAIN
RETAIN
RETAIN
RETAIN RETAINRETAIN
RETAI
NSYSTEM
RETAIN RETAI
NRCP-III15"15" RCP-
III
R
E
T
A
INRETAIN
RCP-III
18"
MH
RETAIN
CB
ADJUST
CONC HW5' X 6' BOX CULVERTINV=760.81HW=768.81d72"CHL & 3SBW30" C&G30" C&GMTLNC 150 PETERS CREEK PARKWAY 39' BSTLTCONC ISLLTLTEXISTING R/WEXISTING R/WSSBSTBSTBSTBST
MTLMTL
CONCCONCCONC60" CONC60" CONC 60" CONC 60" CONC
72" CHL
CONC
CONCBSTCONC
30" C&G
30" C&G
BST
351W/LT352W/LT356357W/LTW/LT360361W/LTEXISTING R/W
EXISTING R/W
EXISTING R/W
CONC ISLE
72" CMPBILLBOARD6" CONC
6" CONC
6" CONC
6" CONC
HWY 150 PETERS CREEK PKWY 38' BST
HWY 150 PETERS CREEK PKWY 38' BST
W EST 4TH ST 23' BSTHH12" unknownELEV=778.44
E=1628390
N=852717
BM #2
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:North_Carolina_Dept_of_Transportation\U_2827BA_BB_Bus_I_40_Reconstruction_in_WS_DB\6.0_CAD_BIM\6.2_Work_in_Progress\U-2827B\Hydraulics\PERMITS_Environmental\Drawings\U2827B_PRM_PSH.dgnUSER:CMYERSDATE:4/26/2018NCDOT_pdf_color_eng_100.pltPLOT DRIVER:3:14:35 PMTIME:NCDOT_permits_NOCON.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Blythe
U-2827B 7A
NAD 83/ NSRS 2007
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET __ OF __
PERMIT DRAWING
PLANS
012.5 12.5 25
GRAPHIC SCALE
( Not to Scale)
CHANNEL OUTLET BANK STABILIZATION
DETAIL W
1.5'
GEOTEXTILE

Type of Liner= CL I Rip-Rap with Geotextile
1.0'min.
STA. 36+05 -Y1- RT
1.0'min.
35
203
205
203Z 203Z 203Z
203Z
F F
F F
C
C
FF
F F
FRETAINRETAIN
RETAI
NCB(F)15" RCP-III
15" RCP-III
15" RCP-III
CB(G)
CB(G)
REMOVE CB
DETAIL 'S'
SEE SHEET '2D-1'
EXCELSIOR MATTING
TEMPORARY
CB(F)
CLASS 'I' RIP RAP
EST. 48 TONS
SEE DETAIL 'W'
BANK STABILIZATION
CHANNEL OUTLET
TIE TO EXISTING RIP RAP
71 SY GEO-TEXTILEDO NOT BURYEXTEND 5' X 6' RCBCSITE 2
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SWImpacts 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)1 17+35 -L- LT 48" RCP-IV 0.02 < 0.01 214 10 2 33+90 -Y1- LT 66" RCP-III EXT. TO RCBC 0.03 174 2 35+35 -Y1- RT 5' x 6' RCBC EXT. 0.02 73 2 35+35 -Y1- RT BANK STABILIZATION < 0.01 < 0.01 31 10 3 32+30 -Y1- LT 48" RCP-III < 0.01 < 0.01 51 10 3 32+30 -Y1- LT BANK STABILIZATION 19 4 41+85 -L- 78" CMP DE-WATERING 0.03 196 TOTALS*: 0.08 0.03 562 226 0*Rounded totals are sum of actual impactsNOTES:Revised 2016 09 09SHEET OF WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSFORSYTH COUNTYU-2827B34872.3.4NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS04/24/2018