20171365 Ver 3_U-4405 Reissuance Request and Mod December 2022_20221217

Permit
Drawin gs

12/13/22, 1:58 PM IPaC: Explore Location resources
IPaC U.S. Fish &Wildlife Service
IPaC resource list
This report is an automatically generated list of species and other resources such as critical
habitat (collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's
(USFWS)jurisdiction that are known or expected to be on or near the project area referenced
below. The list may also include trust resources that occur outside of the project area, but
that could potentially be directly or indirectly affected by activities in the project area.
However, determining the likelihood and extent of effects a project may have on trust
resources typically requires gathering additional site-specific (e.g., vegetation/species
surveys) and project-specific (e.g., magnitude and timing of proposed activities) information.
Below is a summary of the project information you provided and contact information for the
USFWS office(s) with jurisdiction in the defined project area. Please read the introduction to
each section that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI
Wetlands) for additional information applicable to the trust resources addressed in that
section. � v
Location
Cumberland County, North Carolina
i\A**
Mw '
` two.
lu.Nry:A.
r
Local office
Raleigh Ecological Services Field Office
t. [phone]
JJJ [phone]
https://ipac.ecosphere.fws.gov/location/40WSZAXHKBD6HPSYJJQ53QPR2M/resources

12/13/22, 1:58 PM IPaC: Explore Location resources
Endangered species
This resource list is for informational purposes only and does not constitute an analysis
of project level impacts.
The primary information used to generate this list is the known or expected range of each
species. Additional areas of influence (AOI) for species are also considered. An AOI includes
areas outside of the species range if the species could be indirectly affected by activities in
that area (e.g., placing a dam upstream of a fish population even if that fish does not occur at
the dam site, may indirectly impact the species by reducing or eliminating water flow
downstream). Because species can move, and site conditions can change, the species on this
list are not guaranteed to be found on or near the project area. To fully determine any
potential effects to species, additional site-specific and project-specific information is often
required.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the
Secretary information whether any species which is listed or proposed to be listed may be
present in the area of such proposed action" for any project that is conducted, permitted,
funded, or licensed by any Federal agency. A letter from the local office and a species list
which fulfills this requirement can only be obtained by requesting an official species list from
either the Regulatory Review section in IPaC (see directions below) or from the local field
office directly.
For project evaluations that require USFWS concurrence/review, please return to the IPaC
website and request an official species list by doing the following:
1 . Draw the project location and click CONTINUE.
2. Click DEFINE PROJECT.
3. Log in (if directed to do so).
4. Provide a name and description for your project.
5. Click REQUEST SPECIES LIST.
Listed speciesi and their critical habitats are managed by the Ecological Services Program of
the U.S. Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic
and Atmospheric Administration (NOAA Fisheries).
Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown
on this list. Please contact NOAA Fisheries for species under their jurisdiction.
1 . Species listed under the Endangered Species Act are threatened or endangered; IPaC also
shows species that are candidates, or proposed, for listing. See the listing status page for
more information. IPaC only shows species that are regulated by USFWS (see FAQ).
https://ipac.ecosphere.fws.gov/location/40WSZAXHKBD6HPSYJJQ53QPR2M/resources

12/13/22, 1:58 PM IPaC: Explore Location resources
2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office
of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
The following species are potentially affected by activities in this location:
Mammals
NAME STATUS
Tricolored Bat Perimyotis subflavus Proposed Endangered
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/10515
Birds
NAME STATUS
Red-cockaded Woodpecker Picoides borealis Endangered
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/7614
Reptiles
NAME STATUS
American Alligator Alligator mississippiensis SAT
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/776
Insects
NAME STATUS
Monarch Butterfly Danaus plexippus Candidate
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/9743
Flowering Plants
NAME STATUS
https://ipac.ecosphere.fws.gov/location/40WSZAXHKBD6HPSYJJQ53QPR2M/resources

12/13/22, 1:58 PM IPaC: Explore Location resources
American Chaffseed Schwalbea americans Endangered
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/1286
Michaux's Sumac Rhus michauxii Endangered
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/5217
Pondberry Lindera melissifolia Endangered
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/1279
Rough-leaved Loosestrife Lysimachia asperulaefolia Endangered `
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/2747
Critical habitats
Potential effects to critical habitat(s) in this location must be analyzed along with the
endangered species themselves.
There are no critical habitats at this location.
Migratory birds
Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden
Eagle Protection Acts.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and
consider implementing appropriate conservation measures, as described below.
1 . The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
Additional information can be found using the following links:
https://ipac.ecosphere.fws.gov/location/40WSZAXHKBD6HPSYJJQ53QPR2M/resources

Please fill out all yellow cells as completely as possible. Use pick lists where provided. For more information on the NCDOT Stormwater Management Plan form, please refer to the
document, NCDOT Stormwater Best Management Practices Toolbox (2014).
If the project drains to multiple water bodies, please drag the print area down such that Water Bodies 2 through 6 print on Page 2
.DUI'
rHighway North Carolina Department of Transportation
Storm Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 39049.1.1 TIP No.: U-4405 County(ies): Cumberland Page 1 of 3
General Project Information
WBS Element: 39049.1.1 ITIP Number: U-4405 Project Type: Roadway Improvements Date: 12/5/2022
NCDOT Contact: Paul Atkinson, PE Contractor/ Designer: VHB/ Reid B. Robol, PE
Address: 1020 Birch Ridge Road Address: 940 Main Campus Drive
Raleigh, 27610 Suite 500
Raleigh NC, 27606
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: rrobol vhb.com
City/Town: Fayetteville County(ies): Cumberland
River Basin(s): Cape Fear CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length (lin. miles or feet): 5.82 Miles Surrounding Land Use: lCommercial, Residential, Urban
Proposed Project Existing Site
Project Built-Upon Area (ac.) 74.6 ac. 72.1 ac.
Typical Cross Section Description: Typicals vary throughout the project: 10-12' lanes, 0'-35' raised median, curb and gutter Typicals vary throughout the project: 10'-12' lanes, 0'-30' ditched medians, roadside
and 5' sidewalks. ditches and some curb and gutter sections.
Annual Avg Daily Traffic (veh/hr/day): Design/Future: 63150 Year: 2018 1 Existing: 70975 Year: 2038
General Project Narrative: State Project U-4405 consists of roadway improvements to 5.82 Miles of Raeford Road in Fayetteville, NC. The surrounding land use consists of a highly developed, urbanized
(Description of Minimization of Water area that contains commercial, residential, and school areas. Roadside and median ditches will be replaced with a curb and gutter system throughout the project. The
Quality Impacts) proposed storm drainage systems will maintain existing drainage patterns and route runoff to natural outfalls. There are four major structures that will be extended and one
energy dissipator utilized to minimize water quality impacts. Supplemental pipes will be added to the major crossing extensions to meet FEMA MOA requirements. Stilling
basins will be utilized to install the supplemental pipes and major structure extensions. Erosion control devices such as silt fence, rock inlet sediment traps, slope drains, clean
water diversions, and silt bags will also be utilized to minimize water quality impacts.
Waterbody Information
Surface Water Body(1): Beaver Creek Trib A NCDWR Stream Index No.: NA
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? INo Deck Drains Discharge Over Buffer? I N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? I N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no,justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

Highway North Carolina Department of Transportation
Stormwater
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 39049.1.1 TIP No.: U-4405 County(ies): Cumberland Page 2 of 3
Additional Waterbody Information
Surface Water Body(2): Beaver Creek NCDWR Stream Index No.: 18-31-24-5
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? I N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no,justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(3): 1 UT to Beaver Creek NCDWR Stream Index No.: NA
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? INo Deck Drains Discharge Over Buffer? I N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? I N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no,justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(4): 1 Buckhead Creek NCDWR Stream Index No.: 18-31-24-6
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: mercury(Hg)
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? INo Deck Drains Discharge Over Buffer? I N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? I N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no,justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(5): 1 UT to Little Rockfish Creek NCDWR Stream Index No.: NA
NCDWR Surface Water Classification for Water Body Primary Classification: Class B
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? INo Deck Drains Discharge Over Buffer? I N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? I N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no,justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

I IIF;hwav North Carolina Department of Transportation
sionhwater
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07;Released October 2016) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-4405 Count ies : Cumberland Page 3 of 3
Preformed Scour Holes and Energy Dissipators
Station&Coordinates Drainage Pipe/Structure BMP
Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/
No. Projects) Type Riprap Type ac Structure (in) (cfs) (fps) Buffer Rules?
16 -L-173+00 LT UT to Beaver Riprap Energy Class II 35.0 Pipe 60 146.0 2.9 N/A
35.042756/-78.966389 Creek Dissipater Basin
Additional Comments
Refer to the NCDOT Best Management Practices Toolbox(2014),NCDOT Standards,the Federal Highway Administration(FHWA)Hydraulic Engineering Circular No.14(HEC-14),Third Edition,Hydraulic Design of Energy
Dissipators for Culverts and Channels(July 2006),as applicable,for design guidance and criteria.

See Sheet 1-A For Index of Sheets °�° °�° OF NORTH (� ®�
See Sheet 1-8 For Conventlonal Symbols STAIR SiATR PROJRCP RRPRRRNCR NLL
NO. Sfl66T3
U-4405
DIVISION
VISI N OF HIGHWAYS 1
P.A.PROI.NQ D86CRd•I'atN
SR 74
39049.1.1 STPDA-0401230 PE
NTpN ROA
LIFE ALE RD y ,mob
( ) �� NbCUMBERLANDCOUNTY
v O gPlp
O 4oi O FsFR�c END �0
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401
0.0PD
RrEF Q ;01 401 LOCATION: US 401 FROM WEST OF HAPTON OAKS DRIVE TO EAST OF
401 4°' FAIRWAY DRIVE IN FAYETTEVILLE PERMIT DRAWING
BEGIN g P2 SHEET 1 OF 17
PROJECT wa aNiOL TYPE OF WORK: GRADING,DRAINAGE, PAVING, SIGNALS, WIDENING, RESURFACING,
Z z STRUCTURE, RETAINING WALLS,AND NOISE WALLS
B US 401 BYPASS
u ® SEGM£,N"r BEAVER CREEK (SKIBO RD.) GREENLEAF DR.
V ZxT „A„ 12 13
z ,,I -Y15-
-�^ gEG RNBUTARDY POMPTON DR. O
SITE 2 LITTLE DR. -L-SR 3569(RAEFORD Dal
1� r� CINDY DR.7 is m
VICINITY MAP _Y11 -Y12- D EST / w
REVERE ST. WILDWOO R.
_I OAK
r y FOREST DR. 9 -Y10-
-I 1- STA 1 1 5+65.00 — _Y L INGHAM DR. j
L STA J V.J STRICKLAND G
-L- STA 15+65.00 BRIDGE RD. -Y7-
2
Y4 Y6_ (BU CE RD.)
SITE 1
$ 162
71ST SCHOOL RD CIR. SITE 3.
SR,- �4 END TIP PROJECT U-4405A
-SR3- (BASF OR° - - S . 10250.66 SITE 4 Z
-Y53- � SR 3569 � LTA + Z
1 GRANDVIEW DR. G -SR7- '�- _AA-
ALLAMERICAN
-Y52- _Y1_ •.J - �� EXPRESSWAY
CHILTON DR. HAMPTON
QQ OAKS DR ,� _ END TIP PROJECT U-4405C
KATONAH DR. Qt�J GRAHAM RD. O7
P, SERVICE RD. cV �O -L- STA 324+00.00 Wb
-Y50- _y$1_ WILLBOROUGH AVE. 2V
RAEFORD RD. DJ Y2 TWIN ACRES DR. EMELINE AVE. �� Ap�
ORD R FESTIVAL DR.
F CAMBRIDGE ST. -Y36-
366gkRL -RPB- BEGIN
D26 35.80 STARHILL VENHILL DR.
-y29- FAIRFIELD RD. G 26
SITE 5 (� McPHERSON RD 25 EXECUTIVE RE.
j
-1 SEGMENT "C" END BRIDGE 24 -Y44-
SEGMENT 'B" -RPB-STA 27+20.21 22 23
FAIRWAY DR.
SANDALWOOD DR- n
21 .L-SR 3569(Rp,EFORD RD)
`L O J R 19 20 FERNCREEK DR. _ _ _ -Y35- I -Y43-
q0�� W 16 KARR DR. 1 I BRIGHTON�1" MONTC LAIRS RD. / �� /- _ r -Y39- ROBESON ST.
/'l MARLBOROUGH RD.
A `
�� - _ - -Y30- FORSYTHE ST.
OWEN DR.
r -L-SR 3569(RAEFORD RI J q Y26 PURDUE DR.
�---�' TRIBUTARY FAISON AVE. 055 ABERDEEN&ROCKFISH RAILROAD
Z -Y25- AA / A Z CAPE FEAR RAILROAD
ALL AMERICAN-J N
-Y21- SIR
13- SR ND EXPRESSWAY
J -Y18- SR 3083 SR 1378 (IRELAND DR.) m
BEGIN TIP PROJECT U-4405 2 -Y16- SR 1116 (S KENLEIGH DR.) (SCOTLAND DR.)
V SR 1226 (EUCALYPTUS R
-L1- STA 95+00.00 (DURANTDR.) END TIP PROJECT U-4405B WETLAND AND SURFACE WATER IMPACTS PERMIT
-L- STA. 191+92.00
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF FAYETTEVILLE.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
PROPOSED SIGNAL
• • **A DESIGN EXCEPTION FOR LANE WIDTH IS REQUIRED
VGRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in the Office of: HYDRAULICS ENGINEER
ATKI 1616 EAST MILLBA ROAD, SUITE 310
ADT 2018 = 63,150 AALEIGH, NORTH CAROAAOLINA 27609 ®g @8®Rp�j
50 25 0 50 100 ADT 2038 = 70,975 LENGTH ROADWAY TIP PROJECT U-4405 = 6.231 MILES [phone] NCBEES NF-0326
PLANS K = 10% TOTAL LENGTH TIP PROJECT U-4405 = 6.231 MILES 2012 STANDARD SPECIFICATIONS
D P.E.
1Q0 25 0 50 100 D = 3%* RIGHT OF WAY DATE: CLINTON J.MORGAN, PE SIGNATURE:
I I PROJECT ENGINEER ROADWAY DESIGN
PROFILE (HORIZONTAL) *TTST V1% DUALM2% ENGINEER
O10 5 0 10 20 FUNC CLASS = LETTING DATE: VIRGINIA SCHAAR, PE ®hp,
V URBAN ARTERIAL NCDOT CONTACT: BRENDA MOORS,PE PROJECT DESIGN ENGINEER
PROFILE (VERTICAL) REGIONAL TIER SIGNATURE: PE

D' PROJECT REFERENCE NO. SHEET NO.
Q
U-4405 4A
SO WIN SHEET NO.
DETAIL 16 DETAIL 11 ROADWAY DESIGN HYDRAULICS
N- Nor Scnlel SPECIAL LATERAL DITCH
ENGINEER ENGINEERRIP RAP(ATrEMBANKMENT I . c.l.)
10'min. Natural - v
Fill P
Ditch Ground Slope '
Geore,rile B 44Q
GEOTMLE Min.D= 2.0 FTMax.d= 2.0 FT Type ofLer=in 30 TONS CLASS I RIP RAP B= 2.0 FT
3--ile= 40 SY Type of Liner= CLASS I RIP RAP
-Y50- POT Sta.IO+OOAO FROM STA.96+67 TO STA.96+89-LI- FROM STA.96+90 TO STA.100+50-LI-LT
\ `
-Y50-
PERMIT DRAWING PlSta /*14'07
SHEET 2 OF 18 Ex�r�G R w �'� \ L - 9'S7' '
\ T = 227.86'
\\ \\ R = 575.00' P1 Sta 101+73.28
i�, = 20'51'47.4"(RT)
T = 377.41'
SCALE
\ R = 2,050A0'
I50' 0' I50' 300' \
INSET SCALE
BEGIN ASPHALT OVERLAY
DENOTES TEMPORARY EIP \\ r"'o\ obi -Y50- Sta.14+99A0 ,?
EKE IMPACTSIN SURFACE WATER `\ m w
-Y50- PC Sta.10+85.4/ � `\ \ - N
® DENOTES IMPACTS IN \ \\\ \\ z:
SURFACE WATER \
P Dn iedm �
-Y50- PT Sta.15+1930 \\ \\\ �O�°r MH T P=194 23'
CLASS B RIP RAP `/
p -4 �\` \ EST 5 TONS TEXTILE
-U- POT Sta.89+00.00 \ \\�\ \\ CO LAR AN �/END n ° '"CR
2@0 "RCP I W/HW
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S AIL] SITE
DB 9176 - PG 240
9gcm BM 132 - PG 121 p` ;IP //h \ po�� ` HPR ,5 NLARG MENT, THIS SHEET
_ BEGIN ASPHALT OVERLAY
64-ALUM FENCE " I \ '. \ MH
STING R/w "I -L- Sta.15+65A0 IF I \ - c S
EXISTING w \ E DITCH
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\ V
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PfiiP ,T. '\ I ALL MH I m � -Li- PC Sta.97-F95B6 ----
a
E 20'SEWER EASEMENT IPB C07 PG 1401
9- \\ \ N TOP=19'7.38' L 3
_ BEGIN TIP—PROJECT U-4405
A• + 1 BRADFORD INVESTMENTS,LLC
O C / D89- 112
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SITE 1
aq NOTE: SEE SHEET 52 FOR -Ll- PROFILE

PROJECT REFERENCE NO. SHEET NO.
U-4405 4A
- RW SHEET NO.
DETAIL 16 DETAIL 11 ROADWAY DESIGN HYDRAULICS
7sTN RIP RAP AT EMBANKMENT SPECIAL LATERAL SeBASE DITCH Q 11
w\ ENGINEER ENGINEER
�q 1 Nor ra Scelel ^O
10'min. Nalu-I Fi I \ v
\ O Oki, 1.0'min. 2 Ground 3, D 3` Slope Q'
\ Grndw
Georeerile B
GEOTE%TILE Mi,D= 2.0 FT
Max.d= 2.0 FT
Type of Liner= 30 TONS CLASS I RIP RAP B= 2.0 PT
Georeaile= 40 SY Type of U.— CLASS I RIP RAP
—Y50— POT Sto.10+00.00 FROM STA.96+67 TO STA.96+89—Ll— FROM STA.96+90 TO STA.100+50—Ll—LT
\ Pl Sta l3+1327
PERMIT DRAWING \\��� Fa A = 43'14'06-3•(RT)
SHEET 3 OF 18 Ex�T�c R w — D = 9'S7'S2J'
L 43 /
=T 7.86'
R /
= 575.00.0 -U I
\ = 575 '
\ ,\ P1 Sta 101+7328
= 20'5t 47.4'(RT)
so' o' so' oo' D = 2e,9 4/7'
L = 746.47'
SCALE _ T = 377.4t z
v R = 2,050.00'
I50' 0' 150' 300'
INSET SCALE ` \r N ASPHALT OVERLAY
EKEDENOTES ITEMPORARY \ —Y50— SFO.I +99A0.
IMPACTS WATER —Y50— PC Sta.10+85.4/ L-
N SURFACE \ \\ w
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SURFACE WATER -
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o EXCAVATION OUTLET DETAIL
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d o PROP CONC SIDEWALK SITE 2 INLET
Q° NOTE: SEE SHEET 35 FOR -L- PROFILE
A DESIGN EXCEPTION FOR LANE WIDTH IS \ SEE SHEET 46 FOR -YS- PROFILE
-� REQUIRED FOR -L-STA.38+95.00 TO -L-319+95.00

G' ----------
PROJECT REFERENCE NO. SHEET NO.
G,
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w Pls Sta 81+21.39 PI Sto 84+7194 Pls Sta 88+2195 RM/ SHEET NO.
----___ es = 0'27'n.0e A = 5 45'54.2e(RT) es = 0'27'n.9 ROADWAY DESIGN HYDRAULICS
Ls = 100A0' D = 0'5434.9 Ls = 100.00' ENGINEER ENGINEER
DETAIL 2 DETAIL 4 LT = 66.67' L = 63390' LT = 66.67'
-Y5- STANDARD BASE DITCH TOE PROTECTION ST = 3333' T 3n22'/y ST = 3333' ---- INCOMPLE E PLANS
I NM to Swle) INot to Swle) R — 6,300.00
PlSto 15+94.46 Natural Natu al DO NOT TSB FOR I W ACQUISITION
= 34/0 440e(RT) G,auad B a, D tia Ground Nat,al Fso1 SE = 0025 0
D = l0 44'58 8" G,.'as
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L = 3n95' Mua 6.0 R. 2.0 P,. PERMIT D RAW I N G
T = 163 Wh
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R = 533.00' Type of Liner= CLASS I RIP RAP Typo of Liner= CLASS B RIP RAP SHEET 6 O F 18 = ��
FROM STA.77+03 TO STA.77+90-L-RT FROM STA.83+50 TO STA.84+50 A LT
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d� PROP CONC SIDEWALK -------
D NOTE: SEE SHEET 35 FOR -L- PROFILE
A DESIGN EXCEPTION FOR LANE WIDTH Is SEE SHEET 46 FOR -YS- PROFILE
-� REQUIRED FOR -L-STA.38+95.00 TO -L-319+95.00 �, -- -

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o,
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RW SHEET NO.
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ENGINEER ENGINEER
I I I
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nommommomm 0000000000 mommoommom mommoommom mommmommom 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 mommoommom mommoommom 0000000000 0000000000 0000000000 mom
nommommoom moommommom mommoommom mommoommom mommoommom mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommom mommoommom mommoommoo mommoommoo mommoommoo mom
nommommoom mommoommom mommoommom 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 mommoommom mommoommom 0000000000 0000000000 0000000000 mom
00 In OR 00 00 0
loomm MEN-
nMONEEMILr UUMMEMEM111.0 V.AMMMMMMlI L!.AMMMMMMMM 000
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0' PROJECT REFERENCE NO. SHEET NO.
o,
-L- U-4405 /3
CULVERT INLET CULVERT OUTLET Pls Sto /39+95.56 P1 Sto 144+7/Al RM/ SHEET NO.
es = r 43'07.9" A = 19'l8'58.8w(RT) ROADWAY DESIGN HYDRAULICS
= 150.00' D = 2°17'30.0 1 ENGINEER ENGINEER
INLET DETAIL OUTLET DETAIL LT = looAO' L = 842.83'
2@60"STEEL NTS ($TA 137+99 -L-) INCOMPLE E PLANS
PIPES -� -- 2@60"STEEL NTS (STA 137+99 -L-) Q N ST = 5o.0a R - 00.W pp NOT USE FOR /w .ParRSLT,ox
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0
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C _ a" 135 esr II BST EXl I /E $ n\ /
TIE TO EXIST YONG AN YU AND WIFE, (�1L ___ SYF/ LS c TO 1\ � / i FL c
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%ISTING R/ CLASS II RIP RAP
EIP CLASS 11 R P RAP
6'WW PRIVX—x- EST 280 T NS EST 228 TONS
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_ q�ERICAN FLAG-
SITE 3 RAEFORD ROA$
DB 4448 PG 3 0
JASON C.MILLER and NATASHA A.VOGT, 1
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o DO 10357 I 1
u exlsr�w�,w / 158K APT
50' 0' 50, 100,
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16'09'10.2'(RT)
Lc D = 16'51'06J'
L = 95.85' - � DENOTES TEMPORARY
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w R = 340.00 SURFACE WATER T 1 CS
x I ISBK APT I �'7
IN
DENOTES IMPA
O I I ISBK APT L 1 1
o PROP CONIC SIDEWALK 1
NOTE: SEE SHEET 47 FOR —Y12—PROFILE
PROFILE A DESIGN EXCEPTION FOR LANE WIDTH^IS `�1L
REQUIRED FOR -I-STA.38+95.00 TO -I-3I9+95.00

0' I PROJECT REFERENCE NO. SHEET NO.
o,
-L- U-4405 /3
c0 CULV RT UTLET PIS Sta 139+95.56 PI Sta I44 /Al RW SHEET NO.
6s = l 43'07 9" /8' 10(RT) ROADWAY DESIGN HYDRAULICS
INLET DETAIL Ls = I50.00 a = zn' O6� ENGINEER ENGINEER
2@60"STEEL NTS (STA 137+99 -L-) OUTLET DETAIL p LT = I000a L = 842E '
PIPES -� Nrs (STA 137+99 -L-) w ST = 50.00' T = 425.45' INCOMPLE E PLANS
Q
2@60"STEEL EXCAVATION R - 20. NOT USE FOR
00.00' DO ®w ec0msmox
PIPES--- - \ SE = 0.03 I
N M
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CL SHEET 10 OF 18
IP RAPITYP) NOTE:BURRIED 1.0' CLASS II 11
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CHANNEL NOTE:BURRIED 1.0' THICKNESS=2'
CHANNEL
WIDTH = 20' DDE = 870 CY DDE = 512 CY WIDTH = 20'
SITE 141
N,
-L- TS Sta.138+9556
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S II RIP RAP O 5
B 9 6 12°
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SO C.MILLER and NATASHA A.V GT 1
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m / 5 1 X -Y/2- so' o' so' 100,
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-� O E: EE SHEET 37 FOR —L— PROFILE
A DESIGN EXCEP 1L
E SHEET 47 FOR —Y12— PROFILE
REQUIRED FOR -U STA. 8+95.10vo TO U 3 +Somo

' PROJECT REFERENCE NO. SHEET NO.
o,
U-4405
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I I
I I I
INCOMPLE E PLANS
DO NOT US6 FOR /W ACOUISCCION
! II
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I I
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SHEET 11 OF 18
— I I
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I I I
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2 0' l 0' l 0' S ' S ' l 0' l 0 2001
CL STA 137 99.59 -L-
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I I 12/18/14
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UBW25E7 19 B OLAND B LITTLE ,n —L PROJECT REFERENCE NO. SHEET NO.
PEI 19 P I J DB 3816 PG 595 / P1 Sta 144+71.01 PIS Sto 149+38.40 PIS Sto 153+04.56 P1 Sto 155+10J7 U-4405 /4
c0 I I ETAIN —— _ /9'l8'58.8 (RT) 9s = P 431079 6s = P 14'50.5" A = 5'/O'21.2"(LT) RM/ SHEET NO.
II I I r SOIL D = 2'/7'30.6' Ls = 150.00' Ls = 15OLLY D = 1'39 47.4' ROADWAY DESIGN HYDRAULICS
RETAI I I
I II L = 842.83' LT = 100.00' LT = 100.00' L = 3/1.0/' ENGINEER ENGINEER
�IFI0NNCOMPLE
15 T = 425.45' ST = 50.00' ST = 50.00' T = 155.61'3 3s R = 2 500.00 R = 3,445 00I� SE = 0.03 SE = 0.03 E PLANS
ISM BUSDOT USE FOR /W ACOUISCCION
r RFG1N CONSTRUCTION RCP—IV
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8'(SEI x CLASS II RIP RAP —L— ST ,Sta.150+38.39
—o— gS Cl
- I RETAINm EST 185 TONS -L- CS Sta.148+88-39 a5
j a ADJUST CB 111 %1 I/IN! �,m EST 178 SY GEOTEXTILE ( k� \\ o TREE7pP APARTMENTS,LLC
IV,Iy DB 5009 PG 886 c
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ppr� o+ 6 4p \ 1 �O EST 95 TONS
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R AI ''I O ISBK BUS ,MTL POST 163 RETAIN YSTEM II 163
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SPECIAL COLIA® CB 15"RCP-IV "RCP-IV CB S� 1 EXIST $UE REMOVE
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15"RCP-IV Cl BUS I WII 157 £ BST I �I I \. I Z O OLT to LT SCONCE F /6, _�a oI \
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W ISMTL BU SITE 4 W QI PB 89 PG 54 In w EXI57 - E I—
go II zsBK Bus I L� I II yeST E (n \--Y F tnm 300'LANE T Q
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POSE TO ISF BUS
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EST 175 TONS EST 140 TONS DB C 'G I I 164 HEAVED DOBBS 'W
m EST 170 SY GEOTEXTILE EST 135 SY GEOTEXTIL FB 89 2G 54 TAIN
O OX NDINE 166
G-P I WILLIpM D SHERMgN JR DB 7 O PG 881
-Y13- Sto.2 Ill I C7 l �� DB 5?�94 PG 275 PB PG 80 RAY JOHNSON
—� I9'BST —� B 7 PG 29 DB 7936 PG 308
° 143 PB 16 PG 80
0 50' 0' 50, 100, R1
DB 444e PG INLET DETAIL EXCAVATION —x LET DETAIL R "srEEL wr
NTS (STA 143+37 -L-) NTS STA 143+3T -L-) RCP ENDS
E SCALE ` NG BUR EN 1.O'
0 100' 0' 100, 200' 1@72"STEEL W/RCP ENDS E AVATION
BURIED 1.0' 2@72"
EXTENSIONS Y:1 J EXCAVATION
c INSET SCALE 2@ 2"RCP NG
in ® DENOTES TEMPORARY EXCAVATION _ 2:1
IMPACTS IN SURFACE WATER
® DENOTES IMPACTS IN \ rV•
SURFACE WATER \
GNAL CLASS II , CLASS II
PROPOSED SI
RIP RAP RIP RAP
PROP CONC SIDEWALK DDE=257 CY T-2 D T=z' NOTE: SEE SHEET 37 & 38 FOR —L— PROFILE
342 CY
VARIES 3'-23' CHAN EL SEE SHEET 47 FOR —Y13— PROFILE
1.SVENCH9HEGHT WIDTHNELB �� EINCH 3' C =8' SEE SHEET 48 FOR —Y14— PROFILE
�_ **A DESIGN EXCEPTION FOR LANE WIDTH IS
REQUIRED FOR L—STA.38+95.00 TO -L-319+95.00 ABOVE BED 138.5' - XIS 37 2'

-L- PROJECT REFERENCE NO. SHEET NO.
I 1 OLAND B LITTLE m ,,,.
I P DB 3816 PG 595 / Pl Sta 144+71.01 Pls Sto 149+38.40 Pls Sto 153+04.56 Pl Sto 155+10J7 U-4405 14
.0 I I ETAIN O_ _ /9'/8'58.8 (RT) 9s = P 431079 6s = P 14'50.5" A = 5'/O'21.2"(LT) - RM/ SHEET NO.
lry SOIL // D = 2'/7'30e Ls = 150.00' Ls = 150DO' D = /'39'47.4' __ ROADWAY DESIGN HYDRAULICS
RE T I I _ ENGINEER ENGINEER
I II L = 84283' LT = 100.00' LT = 100.00' L = 3/l.0/'
/I T = 425.45' ST = 50.00' ST = 50.00' T = 155.61'15 R = 2 500.00 R = 3:445 00 Q
I SE = 0.03 SE = OA3 INCOMPLE E PLANS
DO NOT USE FOR /W ACOUISCCION
ISM BUS /
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TIE T I I B SEXIST c AL LEWIS BCH P L M ZONARY i SHEET 13 OF 18
EXI I STING / TiFTAIN s' 6 /
535 I
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o,
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ENGINEER ENGINEER
I I I
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l80 DATE OF SU VEY _-- __--__-__�`_-
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--- ----- - ------ - EXISTING STREAM BED
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FOR INLET
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WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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 Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) I (ft) (ft)
1 -1-1 - 96+44/96+82 LT EXTENSION OF 2@48" RCP < 0.01 < 0.01 8 43
EXTENSION OF 1 @60", 1 @66" RCP &
2 -L- 81 +47/84+92 RT & LT 1 @72" TRENCHLESS WELDED STEEL 0.10 0.10 0.03 0.04 201 41
EXTENSION OF 4@10'X12' RCBC & 2@60"
3 -L- 137+03/138+25 RT & LT TRENCHLESS WELDED STEEL 0.03 0.03 33 42
EXTENSION OF 4@10'X12' RCBC & 2@60"
BANK STABLIIZATION TRENCHLESS WELDED STEEL 176 171
SLIPLINE EX. 2@84" CMP W/ 72" LINER &
4 -L- 143+03/144+02 RT &LT 1 @72" TRENCHLESS WELDED STEEL 0.07 < 0.01 216 51
TRENCHLESS INSTALLATION OF 3@84"
5 -L- 221 +03/222+23 RT &LT WELDED STEEL 0.09 0.03 207 100
TOTALS*: 0.10 0.10 0.22 0.12 841 448 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
12/08/2022
CUMBERLAND COUNTY
U-4405
39049. 1. 1
Revised 2018 Feb SHEET 18 OF 18

Permit
Application
Oct 20 , 2017

DWR
Division of Water Resources
Pre-Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
June 28,2017 Ver 1.8
Please note:fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered.
Below is a link to the DRAFT online help file.
http://edocs.deq.nc.gov/WaterResources/O/doc/549884/Pagel.aspx
A. Processing Information
County(or Counties)where the project is located:*
Cumberland
Is this project a public transportation project?*
G Yes r No
Is this a NCDOT Project?*
r Yes r No
(NCDOT only)T.I.P.or state project number:
U-4405
WBS#
39049.1.1
(for NCDOT use only)
la.Type(s)of approval sought from the Corps:*
rJ Section 404 Permit(wetlands,streams and waters,Clean Water Act)
r- Section 10 Permit(navigable waters,tidal waters, Rivers and Harbors Act)
1b.What type(s)of permit(s)do you wish to seek authorization?
rJ Nationwide Permit(NWP)
r` Regional General Permit(RGP)
Nationwide Permit(NWP) Number: 12-Utility Lines
Nationwide Permit(NWP) Number: 14-Linear transportation
NWP Number Other:
List all NN nunbers you are applying for not on the drop dow n list.
1c.Type(s)of approval sought from the DWR:*

check all that apply
rJ 401 Water Quality Certification-Regular r 401 Water Quality Certification-Express
r- Non-404 Jurisdictional General Permit r Riparian Buffer Authorization
...... ...... ..... ...... ...... ..... ...... ...... ..... ...... ...... ...... ...... ..... ...... ..... ..... .......
1d.Is this notification solely for the record because
written approval is not required?
For the record only for DWR 401 Certification: r Yes No
For the record only for Corps Permit: r Yes r No
le.Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts?
If so,attach the acceptance letter from nitigation bank or in-lieu fee program
F Yes r No
Acceptance Letter Attachment
Click the upload button or drag and drop files here to attach document
U-4405 Revised-STR-RW-CF 04.pdf 64.65KB
RLETYFE MJST BE PDF
1f.Is the project located in any of NC's twenty coastal counties?
r Yes r No
B. Applicant Information
..........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
la.Who is the Primary Contact?*
Chris Rivenbark
1b.Primary Contact Email:*
[e-mail]
1c.Primary Contact Phone:*
(xxx)xxx-xxxx
1d.Who is applying for the permit?
rJ Owner r- Applicant(other than owner) r Agent/Consultant
(Check all that apply)
2. Owner Information
2a.Name(s)on recorded deed:
2b.Deed book and page no.:
2c.Responsible party:
(for Corporations)
2d.Address
Street Address
Address Line 2
City State/Province/Fbgion
Rbstal/Zip Code Country
2e.Telephone Number:

2f.Fax Number:
2g.Email Address:*
[e-mail]
C. Project Information and Prior Project History
_.........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
1. Project Information
la.Name of project:*
U-4405 US 401 FROM WEST OF HAMPTON OAKS DRIVE TO EAST OF
FAIRWAY DRIVE
1b.Subdivision name:
(if appropriate)
1c.Nearest municipality/town:*
Fayetteville
1d.Driving directions*
IF it is a new project and can not easily be found in a CFS rrapping system Rease provide directions.
US 401 from west of Hampton Oaks Drive to east of Fairway Drive.
2. Project Identification
2a.Property Identification Number:
(tax RN or parcel ID)
2b.Property size:
(in acres)
2c.Project Address
Street Address
Address Line 2
City State/Province/Fbgion
Rbstal/Zip Code Country
2d. Site coordinates in decimal degrees
Please collect site coordinates in decimal degrees. Use between 4-6 digits(unless you are using a survey-grade GPS device)after the decimal place as
appropriate,based on howthe location was determined. (For example,most mobile phones with GPS provide locational precision in decimal degrees to
map coordinates to 5 or 6 digits after the decimal place.)
Latitude:* Longitude:*
35.042299 -78.990336
ex:34.208504 -77.796371
3. Surface Waters
3a.Name of the nearest body of water to proposed project:*
UT to Little Rockfish Creek,Beaver Creek&tributaries,and Buckhead
Creek
3b.Water Resources Classification of nearest receiving water:*
C,B

Surface Water Lookup
3c. What river basin(s)is your project located in?*
Cape Fear
River Basin Lookup
4. Project Description
4a.Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
Fayetteville urban area
4b.Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site.(for
DWR)
gick the upload button or drag and drop files here to attach docurrent
File type rrust be pdf
4c.Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site.
(for DWR)
Qick the upload button or drag and drop files here to attach docunent
File type rrust be pdf
4d.List the total estimated acreage of all existing wetlands on the property:
0.25
4e.List the total estimated linear feet of all existing streams on the property:
(internittent and perennial)
982
4f.Explain the purpose of the proposed project:
Widening of existing US 401 to accommodate existing and future traffic.
4g.Describe the overall project in detail,including the type of equipment to be used:
The NCDOT proposes to make improvements to U.S. Highway 401 (Raeford Road)in a length of about six(6)
miles from Old Raeford Road to east of Fairway Drive in Cumberland County.Standard roadway construction
methods and equipment will be used.
4h.Please upload project drawings for the proposed project.
gick the upload button or drag and drop files here to attach docurrent
U4405 roadway.pdf 26.74MB
U4405_Permit Drawings_20171003.pdf 8.88MB
U4405 utility drawings combined final.pdf 3.79MB
File type crust be pdf
5. Jurisdictional Determinations
5a.Have the wetlands or streams been delineated on the property or proposed impact areas?*
w: Yes r No r Unknown
Comments:
The Corps issued a Preliminary JD 8/21/12.However,the project limits have
been revised since the JD was issued,involving additional impacts.
5b.If the Corps made a jurisdictional determination,what type of determination was made?
C Preliminary r Approved r Unknown
Corps AID Number:
Exarrple:SAW-2017-99999
SAW-2011-01806

5c.If 5a is yes,who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: Environmental Services,Inc.and NCDOT Staff
Other:
5d.If yes,list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
8/21/12
5dl.Jurisdictional determination upload
Click the upload button or drag and drop files here to attach docurrent
u4405jd.pdf 3AMB
File type rust be PDF
6. Project History
6a.Have permits or certifications been requested or obtained for this project(including all prior phases)in the past?*
r Yes C No r Unknown
7. Future Project Plans
7a.Is this a phased project?*
r Yes r No
Are any other NWP(s),regional general permit(s),or individual permits(s)used,or intended to be used,to authorize any part of the
proposed project or related activity?This includes other separate and distant crossing for linear projects that require Department of the
Army authorization but don't require pre-construction notification.
D. Proposed Impacts Inventory
..........................................................................................................................................................................................................................................................................................................................................................................................................................................................................
1. Impacts Summary
la.Where are the impacts associated with your project?(check all that apply):
rJ Wetlands rJ Streams-tributaries r Buffers
rJ Open Waters r- Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site,then complete this question for each wetland area impacted.
2a.Site#-Reason for 2b.Impact type* 2c.Type of wetland 2d.Wetland name 2e.Forested 2f. 2g.Impact
impact Jurisdiction area
type
2-extension P Riverine Swamp Forest WA Yes Both 0.200
Nbp label(e.g.Finad Crossing 1) Fbmanent(F)or Terrporary (404,10)or DAR (acres)
(T) (401,other)
11.111-water power P Riverine Swamp Forest WA Yes Both 0.007
K/hp label(e.g.Pbad Crossing 1) Fbrrranent(P)or Terrporary (404,10)or DER (acres)
(T) (401,other)
11.113-sewer line T Riverine Swamp Forest WC Yes Both 0.020
Nbp label(e.g.Fbad Crossing 1) Fbrrranent(F�or Terrporary (404,10)or DAR (acres)
(T) (401,other)
U3-sewer line T Riverine Swamp Forest WC Yes Both 0.003
Nbp label(e.g.Foad Crossing 1) Fbrranent(F)or Terporary (404,10)or DAR (acres)
((T) (401,other)

2a.Site#-Reason for 2b.Impact type* 2c.Type of wetland 2d.Wetland name 2e.Forested 2f. 2g.Impact
impact Jurisdiction area
type
11.14-water line P Riverine Swamp Forest WC Yes Both 0.012
K/hp label(e.g.Fbad Crossing 1) FBrrranent(P)or Temporary (404,10)or DJVR (acres)
M (401,other)
2g.Temporary Wetland Impact
0.023
2g.Permanent Wetland Impact
0.219
2g.Total Wetland Impact
0.242
2h.Comments:
There will also be 0.02 ac of hand clearing due to utilities
3. Stream Impacts
If there are perennial or intermittent stream impacts(including temporary impacts)proposed on the site,then complete this question for all stream sites
impacted.
...........................................................
3a.Site#-Reason 3b.lmpact 3c.Type of impact 3d.Stream 3e.Stream Type 3f. 3g.Stream 3h. Impact
for impact type name Jurisdictionwidth length
type
1-extension P Culvert UT Little Perennial Both Average 8
Ntap label(e.g.Road Permanent( ) Rockfish Perennial(PER or intermttent (feet) (linear feet)
Crossing 1) or Tenporary Creek (I1\M
(T)
1-extension T Culvert Ut Little Perennial Both Average 43
Nbp label(e.g.Road Perrrenent( ) Rockfish Perennial(MR)or intermttent (feet) (linear feet)
Crossing 1) or Tenporary Creek (I1\M
M
2-extension P Culvert Ut Beaver Perennial Both Average 201
K/bp label(e.g.Road Permanent( ) Creek SA Perennial(PER)or interrrittent (feet) (linear feet)
Crossing 1) or Tenporary (Il\M
(T)
2-extension T Culvert Ut Beaver Perennial Both Average 31
Nt3p label(e.g.Road Permanent( ) Creek SA Perennial(PER or intermttent (feet) (linear feet)
Crossing 1) or Tenporary (Ili
M
3-extension P Culvert Beaver Perennial Both Average 33
Ntap label(e.g.Road Permanent( ) Creek Perennial(F$�or intermttent (feet) (linear feet)
Crossing 1) or Temporary (Ili
M
3-extension P Bank Stabilization Beaver Perennial Both Average 176
Ntap label(e.g.Road Permanent(P) Creek Perennial(PER or interntttent (feet) (linear feet)
Crossing 1) or Tenporary (Il\M
(T)
3-extension T Bank Stabilization Beaver Perennial Both Average 21
Ntap label(e.g.Road Permanent(P) Creek Perennial(PER or intermttent (feet) (linear feet)
Crossing 1) or Tenporary (Il\M
M
4-extension P Culvert Ut Beaver Perennial Both Average 216
Ivbp label(e.g.Road Permanent(P) Creek SC Perennial(PER or intermttent (feet) (linear feet)
Crossing 1) or Tenporary (IND
(T)
4-extension T Culvert Ut Beaver Perennial Both Average 20
Ivtap label(e.g.Road Permanent( ) Creek SC Perennial(PER or intermttent (feet) (linear feet)
Crossing 1) or Tenporary (Ili
M

3a.Site#-Reason 3b.lmpact 3c.Type of impact 3d.Stream 3e.Stream Type 3f. 3g.Stream 3h.Impact
for impact type name Jurisdictionwidth length
type
5-extension P Culvert Buckhead Perennial Both Average 206
Nbp label(e.g.Fbad Permanent(F� Creek Perennial(PEF�or intermittent (feet) (linear feet)
Crossing 1) or Temporary (IIVT)
M
5-extension T Culvert Buckhead Perennial Both Average 27
ivep label(e.g.Fbad Permanent(F7 Creek Perennial(Psi or intermittent (feet) (linear feet)
Crossing 1) orTerrporary (IIVT)
M
U5 T Excavation Buckhead Perennial Both Average 45
ivep label(e.g.Fbad Permanent(F� Creek Perennial(FS�or intermittent (feet) (linear feet)
Crossing 1) or Temporary (IIVT)
M
U6 T Excavation Buckhead Perennial Both Average 48
iVbp label(e.g.Fbad Permanent(F� Creek Perennial(PER)or intermittent (feet) (linear feet)
Crossing 1) or Temporary (IIVT)
M
" All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i.Total jurisdictional ditch impact in square feet:
0
31.Total permanent stream impacts:
840
3i.Total temporary stream impacts:
235
31.Total stream and tributary impacts:
1075
3j.Comments:
4. Open Water Impacts
If there are proposed impacts to lakes,ponds,estuaries,tributaries,sounds,the Atlantic Ocean,or any other open water of the U.S.then individually list
all open water impacts below.
........ ......................................
4a. Site#-Reason for 4b. Impact 4c.Name of waterbody 4d.Activity 4e.Waterbody4f.Impact area
impact type type type
1-extension P Ut Little Rockfish Creek Culverts 0.01
Nt3p label(e.g.Road Crossing 1) Femanent(P)or (if applicable) (acres)
Temporary(T)
1-extension T Ut Little Rockfish Creek Culverts 0.01
ivep label(e.g.Fbad Crossing 1) Permanent(Pf or (if applicable) (acres)
Temporary(T)
2-extension P Ut Beaver Creek SA Culverts 0.03
ivep label(e.g.Fbad Crossing 1) Fermanent( )or (if applicable) (acres)
Temporary(T)
2-extension T Ut Beaver Creek SA Culverts 0.03
ivbp label(e.g.Fbad Crossing 1) Ferrranent(P)or (if applicable) (acres)
Temporary(T)
3-extension P Beaver Creek Culverts 0.03
i/hp label(e.g.Road Crossing 1) Permanent(P)or (if applicable) (acres)
Temporary(T)
3-extension T Beaver Creek Culverts 0.01
iVbp label(e.g.Fbad Crossing 1) Fermanent( )or (if applicable) (acres)
Temporary(T)

4a. Site#-Reason for 4b.Impact 4c.Name of waterbody 4d.Activity 4e.Waterbody4f.Impact area
impact type type type
4-slipline P Ut Beaver Creek SC Culverts 0.07
i/hp label(e.g.Poad Crossing 1) Permanent(P)or (if applicable) (acres)
Temporary(T)
4-slipline T Ut Beaver Creek SC Culverts 0.01
ivep label(e.g.Poad Crossing 1) F2rrranent( )or (if applicable) (acres)
Temporary(T)
5-extension P Buckhead Creek Culverts 0.09
ift label(e.g.Finad Crossing 1) Permanent(P)or (if applicable) (acres)
Temporary(T)
5-extension T Buckhead Creek Culverts 0.01
i/hp label(e.g.Poad Crossing 1) Permanent(P)or (if applicable) (acres)
Temporary(T)
U2 T Ut Beaver Creek SA Excavation 0.05
rvep label(e.g.Poad Crossing 1) Ferrranent(P)or (if applicable) (acres)
Temporary(T)
U5 T Buckhead Creek Excavation 0.01
N23p label(e.g.Finad Crossing 1) Permanent( )or (if applicable) (acres)
Temporary(T)
U6 T Buckhead Creek Excavation 0.02
ivep label(e.g.Fbad Crossing 1) Permanent(P)or (if applicable) (acres)
Temporary(T)
4g.Total temporary open water Impacts:
0.15
4g.Total permanent open water impacts:
0.23
4g.Total open water impacts:
0.38
4h.Comments:
5. Pond or Lake Construction
If pond or lake construction is proposed,then complete the chart below.
6. Buffer Impacts (for DWR)
If project will impact a protected riparian buffer,then complete the chart below. Individually list all buffer impacts below.
E. Impact Justification and Mitigation
..........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
1. Avoidance and Minimization
la.Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:*
The proposed storm drainage systems will maintain ebsting drainage patterns and route runoff to natural outfalls.
There are four major structures that will be extended and one energy dissipater utilized to minimize water quality
impacts.Supplemental pipes will be added to the major crossing extensions to meet FEMA MOA requirements.
Stilling basins will be utilized to install the supplemental pipes and major structure extensions.The use of 3:1
slopes in jurisdictional areas when practicable.
1b.Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:*
Erosion control devices such as silt fence, rock inlet sediment traps,slope drains,clean water diversions,and silt
bags will also be utilized to minimize water quality impacts.BMP's for Construction and Maintenance Activities will
be adhered to.

2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.Does the project require Compensatory Mitigation for impacts to Waters of the U.S.or Waters of the State?
r Yes r No
2c.If yes,mitigation is required by(check all that apply):
W DWR W Corps
2d.If yes,which mitigation option(s)will be used for this project?
r- Mitigation bank V Payment to in-lieu fee program r Permittee Responsible Mitigation
4. Complete if Making a Payment to In-lieu Fee Program
4a.Approval letter from in-lieu fee program is attached.
W Yes
4b.Stream mitigation requested:
(linear feet)
623
4c.If using stream mitigation,stream temperature:
warm
4d.Buffer mitigation requested(DWR only):
(square feet)
4e.Riparian wetland mitigation requested:
(acres)
0.21
4f.Non-riparian wetland mitigation requested:
(acres)
4g.Coastal(tidal)wetland mitigation requested:
(acres)
4h.Comments
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a.Will the project result in an impact within a protected riparian buffer that requires buffer mitigation?If yes,you must fill out this entire
form-please contact DWR for more information.
r Yes r No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation
calculate the amount of mitigation required in the table below.
6c.Reason for impact 6d.Total impact Multiplier 6e.Required
(square feet) mitigation(square
feet)
Zone 1
Zone 2
6f.Total buffer mitigation required

6g.If buffer mitigation is required,is payment to a mitigation bank or NC Division of Mitigation Services proposed?
r Yes r No
6h.Attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services.
(FDF only)
6i.If no,then discuss what type of mitigation is proposed.
6j.Comments:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
la.Does this project require a Stormwater Management Plan?
r Yes r No
1b.If this project DOES require a Stormwater Management Plan,then provide a brief,narrative description of the plan:
1c.What is the overall percent imperviousness of this project?
1d.Who will be responsible for the review of the Stormwater Management Plan?*
r Certified Local Government r- DEMLR Stormwater Review
r DWR 401 &Buffer Permitting Branch rJ DWR Transportation Permitting Branch
2. Diffuse Flow Plan
2a.Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection
Rules?
r Yes r No
5. DWR 401 Stormwater Review
5a.Is the Stormwater Management Plan(including BMP Supplemental Forms and Operation and Maintenance Agreements)attached?
r Yes r No
Stormwater Management Plan Upload
Click the upload button or drag and drop files hereto attach docurrent
file type rrust be p&
G. Supplementary Information
1. Environmental Documentation
la.Does the project involve an expenditure of public(federal/state/local)funds or the use of public(federal/state)land?*
r Yes r 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)?*
r Yes r 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
NEPAor SEPAfinal approval letter.)*
r Yes r No

NEPAor SEPA Final Approval Letter
Click the upload button or drag and drop files here to attach docurrent
RLE WFE UBT BE FDF
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),or
DWR Surface Water or Wetland Standards or Riparian Buffer Rules(15A NCAC 2B.0200)?*
r Yes r No
2b.Is this an after-the-fact permit application?*
r Yes r No
2c.If you answered"yes"to one or both of the above questions,provide an explanation of the violation(s):
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?*
f Yes r No
3b.If you answered"no,"provide a short narrative description.
While the implementation of a median will alter entrance and exit patterns,this reduction in access will not result in
indirect or cumulative effects.The project will not influence nearby land use nor stimulate growth.Therefore,a
detailed indirect and cumulative effects study will not be necessary for this project.
4. Sewage Disposal (DWR Requirement)
4a.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.
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?
r Yes r No
5b.Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c.If yes,indicate the USFWS Field Office you have contacted.
5d.Is this a DOT project located within Division's 1-8?*
r Yes
r No
5i.What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?*
NHP data,field surveys
6. Essential Fish Habitat (Corps Requirement)
6a.Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b.What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NMFS

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)?*
r Yes O No
7b.What data sources did you use to determine whether your site would impact historic or archeological resources?*
NEPA document. In September 2013 NCDOT and HPO agreed that the Lindy's(former A&W)Drive In
and Lafayette Lanes Bowling Alley are eligible,while the Owen's Florist store and house are not
eligible.A July 2014 consultation with HPO and FHWA revealed that the project as designed at
the time imposed an adverse effect for both of the properties in question. NCDOT refined the
design and in November 2015 obtained concurrence with HPO and FHWA on"no adverse effect"
findings for both properties.The Historic Architecture and Landscapes Assessment of Effects
Form is included in Appendix C.
7c.Historic or Prehistoric Information Upload
nick the upload button or drag and drop files here to attach docurrent
1 2-05-0008EffectsForm.pdf 4.52MB
Rle rrust be RJF
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?*
F Yes r No
8b.If yes,explain how project meets FEMA requirements:
8c.What source(s)did you use to make the floodplain determination?*
FEMA Maps
Miscellaneous attachments not previously requested.
Click the upload button or drag and drop files here to attach docurrent
File rrust be FM
Signature
*
W By checking the box and signing below, I certify that:
■ I have given true,accurate,and complete information on this form;
■ I agree 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");
■ I agree to conduct this transaction by electronic means pursuant to Chapter 66,Article 40 of the NC General Statutes(the"Uniform Electronic
Transactions Act");
■ I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature;AND
■ I intend to electronically sign and submit the PCN form.
Full Name:*
Colin Mellor
Signature

Colti Mellor-

ROY COOPER
Governor
.Environmental
Quality
October 19,2017
Mr.Philip S.Harris,III,P.E.,CPM
Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh,North Carolina 27699-1598
Dear Mr.Harris:
Subject: Mitigation Acceptance Letter.
U-4405,US 401 from West of SR 1409(Sevenly First School Road)to US 401 Business
(Robeson Street),Cumberland County
The purpose of this letter is to notify you that the Division of Mitigation Services(DMS) will provide the
compensatory stream mitigation for the subject project. Based on the information supplied by you on October 19,2017, the
impacts are located in CU 03030004 of the Cape Fear River basin in the Southern Inner Coastal Plain(SICP)Eco-Region,
and are as follows:
Cape Fear Stream Wetlands Buffer(Sq.Ft.)
03030004 7
SICP Cold Cool Warm � Riparian Non- Coastal Zone 1 Zone 2
Riparian Marsh
Impacts(feet/acres) 0 0 623.0 0 0 0 0 0
*Some of the stream impacts may be.proposed to be mitigated at a 1:1 mitigation ratio.See permit application for details.
The impacts and associated mitigation needs were under projected by the NCDOT in the 2017 impact data. DMS
will commit to implement sufficient compensatory stream 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
lrlstrtrment 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 DMS.
If you have any questions or need additional information,please contact Beth Harmon at 919-707-8420.
Sincerely,
Ja?Tt
fill
Creement Supervisor
cc: Ms.Liz Hair,USACE—Wilmington Regulatory Field Office
Ms.Amy Chapman,NCDWR
File;U-4405
Nothing Compares ..
State of North Carolina I Enviromtentai Qualtty
217 West Jones Street I Sbol MdR Service Center I Raleigh.North Carulina 27e99-1601
919 707 8600

Please fill out all yellow cells as completely as possible. Use pick lists where provided. For more information on the NCDOT Stormwater Management Plan form,please refer to the
document,NCDOT Stormwater Best Management Practices Toolbox(2014).
If the project drains to multiple water bodies,please drag the print area down such that Water Bodies 2 through 6 print on Page 2
Hjghwa North Carolina Department of Transportation
`vl Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07;Released October 2016) FOR NCDOT PROJECTS
WBS Element: 39049.1.1 TIP No.: U-4405 County(ies): Cumberland Page 1 of 3
General Project Information
WBS Element: 39049.1.1 TIP Number: U-4405 Project Type: Roadway Improvements Date: 7/14/2017
NCDOT Contact: Paul Atkinson,PE Contractor/Designer: Ecological Engineering,LLP/Reid B.Robol,PE
Address: 1020 Birch Ridge Road Address: 1151 SE Cary Parkway
Raleigh,27610 Suite 101
Cary INC,27518
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: rrobol ecolo icalen .com
City/Town: Fayetteville Count ies: Cumberland
River Basin(s): Cape Fear CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 5.82 Miles -Surrounding Land Use: lCommercial,Residential,Urban
Proposed Project Existing Site
Project Built-Upon Area ac. 74.6 ac. 72.1 ac.
Typical Cross Section Description: Typicals vary throughout the project:10-12'lanes,0'-35'raised median,curb and gutter Typicals vary throughout the project:10'-12'lanes,0'-30'ditched medians,roadside
and 5'sidewalks. ditches and some curb and gutter sections.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 63150 Year:2018 Existing: 70975 Year: 2038
General Project Narrative: State Project U-4405 consists of roadway improvements to 5.82 Miles of Raeford Road in Fayetteville,NC. The surrounding land use consists of a highly developed,urbanized
(Description of Minimization of Water area that contains commercial,residential,and school areas. Roadside and median ditches will be replaced with a curb and gutter system throughout the project. The
Quality Impacts) proposed storm drainage systems will maintain existing drainage patterns and route runoff to natural outfalls. There are four major structures that will be extended and one
energy dissipator utilized to minimize water quality impacts. Supplemental pipes will be added to the major crossing extensions to meet FEMA MCA requirements. Stilling
basins will be utilized to install the supplemental pipes and major structure extensions. Erosion control devices such as silt fence,rock inlet sediment traps,slope drains,clean
water diversions,and silt bags will also be utilized to minimize water quality impacts.
Waterbody Information
Surface Water Body(1): Beaver Creek Trib A NCDWR Stream Index No.: NA
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? INo Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

North Carolina Department of Transportation
titi�rnt�� tt<'r Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07;Released October 2016) FOR NCDOT PROJECTS
WBS Element: 39049.1.1 TIP No.: U-4405 County(ies): Cumberland Page 2 of 3
Additional Waterbody Information
Surface Water Body 2: Beaver Creek NCDWR Stream Index No.: 18-31-24-5
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? INo Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(3): UT to Beaver Creek NCDWR Stream Index No.: NA
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body 4: Buckhead Creek NCDWR Stream Index No.: 18-31-24-6
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: mercury H
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? INo Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body? I N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body 5: UT to Little Rockfish Creek NCDWR Stream Index No.: NA
NCDWR Surface Water Classification for Water Body Primary Classification: Class B
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

I Iighway North Carolina Department of Transportation
Stormvva wr
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07;Released October 2016) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-4405 County(ies): Cumberland Page 3 of 3
Preformed Scour Holes and Energy Dissipators
Station&Coordinates Drainage Pipe/Structure BMP
Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/
No. Projects) Type Riprap Type ac Structure (in) (cfs) (fps) Buffer Rules?
16 -L-173+00 LT UT to Beaver Riprap Energy Class II 35.0 Pipe 60 146.0 2.9 N/A
35.042756/-78.966389 Creek Dissipator Basin
Additional Comments
*Refer to the NCDOT Best Management Practices Toolbox(2014),NCDOT Standards,the Federal Highway Administration(FHWA)Hydraulic Engineering Circular No.14(HEC-14),Third Edition,Hydraulic Design of Energy
Dissipators for Culverts and Channels(July 2006),as applicable,for design guidance and criteria.

See Sheet 1-A For Index of Sheets °�° °�° OF NORTH (� ®�
See Sheet 1-8 For Conventlonal Symbols STAIR SiATR PROJRCP RRPRRRNCR NLL
NO. Sfl66T3
U-4405
DIVISION
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BEGIN g P2 SHEET 1 OF 17
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. • Z z STRUCTURE, RETAINING WALLS,AND NOISE WALLS
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-Y51- Q, -Yq-
KATONAH DR. V GRAHAM RD. O7
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END BRIDGE 24 -yqq-
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FAIRWAY DR.
SANDALWOOD DR.
�1 .L_SR 3569(RAEFORD RD)
`L O -7 R 19 20 FERNCREEK DR. -Y35- I ESO
°�� 16 KARR DR. 17 BRIGHTON RD.�18 MONTCLAIRE RD. r ROBESON ST.
MARL80ROUGH RD.
-Y30- FORSYTHE ST.
L OWEN DR. -Y39-
_L-SR 3569(RAEFORD RI J „q Y26 PURDUE DR.
_ UNNAMED FAISON AVE. 055 ABERDEEN&ROCKFISH RAILROAD
Z TRIBUTARY -Y AA F Z CAPE FEAR RAILROAD
-Y23- SR 1219 ALL AMERICAN J N
21 w A
-Y21- SR 1378 (IRELAND DR.) EXPRESSWAY
J -Y18- SR 3083 m
BEGIN TIP PROJECT U-4405 -Y16- SR 1116 (S KENLEIGH DR.) (SCOTLAND DR.)
-L1- STA 95+00.00 (DURANT DR.) (EUCALYPTUS RD.)
WETLAND AND SURFACE WATER IMPACTS PERMIT
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF FAYETTEVILLE.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
PROPOSED SIGNAL
• • **A DESIGN EXCEPTION FOR LANE WIDTH IS REQUIRED
VGRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in the Office of: HYDRAULICS ENGINEER
ATKI 1616 EAST MILLBA ROAD, SUITE 310
ADT 2018 = 63,150 AALEIGH, NORTH CAROAAOLINA 27609 ®g @8®Rp�j
50 25 0 50 100 ADT 2038 = 70,975 LENGTH ROADWAY TIP PROJECT U-4405 = 6.231 MILES [phone] NCBEES NF-0326
PLANS K = 10% TOTAL LENGTH TIP PROJECT U-4405 = 6.231 MILES 2012 STANDARD SPECIFICATIONS
D P.E.
1Q0 25 0 50 100 D = 3%/D RIGHT OF WAY DATE: CLINTON J.MORGAN, PE SIGNATURE:
yI I I V = 50 MPH J U LY 2 9. 2 016 PROJECT ENGINEER ROADWAY DESIGN
^I PROFILE (HORIZONTAL) *TTST =1% DUAL=2% ENGINEER
O10 5 0 10 20 FUNC CLASS = LETTING DATE: VIRGINIA SCHAAR, PE
V URBAN ARTERIAL NCDOT CONTACT: BRENDA MOORS,PE JULY 17,2018 PROJECT DESIGN ENGINEER
PE
PROFILE (VERTICAL) REGIONAL TIER SIGNATURE:

0
PROJECT REFERENCE NO. SHEET NO.
U-4405 4A
RW SHEET NO.
DETAIL 11 ROADWAY DESIGN HYDRAULICS
DETAIL 16
S>,N RIP RAP AT EMBANKMENT SPECIAL LAN�RA SeBASE DITCH �11 ENGINEER ENGINEER
e q \ (Nor ro Scale)
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Georeiile= 60 Sy Type of Liner= CLASS I RIP RAP
-Y50- POT Sta.IO+OOAO FROM STA.96+67 TO STA.96+89-L1- FROM STA.96+90 TO STA.100+50-LI-LT
-Y50-
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PERMIT DRAWING E,,s G D = 9*57'52JW
SHEET 2 OF 18 L = 433.89'
T = 227.86'
W\ \\" R = 575.00' Pl Sta 101+7328
L = 20e 51'47.4'(RT)
50' o' 50' 100' \ \\ D 7'41T g
SCALE T R = Z050' -sue
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INSET SCALE BEGIN ASPHALT OVERLAY
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—Y50— POT Sta.10+0000 FROM STA.96+67 TO STA.96+89-L1- FROM STA.96+90 TO STA.100+50-LI-LT
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PROJECT REFERENCE NO. SHEET NO.
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PIS Sto 8/+2139 P1 Sto 84+7/.94 PIS Sto 88+21.95 RW SHEET NO.
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Ls = 100.00' D = 0'54'34.(Y Ls = /00.00' ENGINEER ENGINEER
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(Nuf f"Bcule, IN.,IBocle, R = 6,300.00' INCOMPLE rE PLANS
P/Sto /5+94.46 Natural N"fuml Hef SE = OD25 DO NOT USE MR /W ACQUISITION
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SUPPLEMENT WITH 1 72" WELDED STEEL
GP = 192.83
200 SKEW = 65'
I
I I
I I
B RY INVERT OF 72" WELDED
/90 P S EEL PIPE I'
JB W/MH �o
15" RCP-IV GRIOUNDG �� TB RT
BUR INVERT OF 72" � � y
WELDED STEEL PIPE I' / 48 TB LT
180 NWS = 178.2' ----- ---- \
A 1 I.
PROPOSE BED
4/22/2015 — ----=
I PROPOSED BED — ---- _------- --------_ ---- -----� � �______— BED
INV 0" = 174.89' INV 60" = 14.93' EXTEND 60" CP 8'
170 S OPED 3.00e P 34' INV 6" = 174.76' INV 66" = 14.25' SLOPE = 0.3
EXTEND 6 " RCP 38
SLOPE SLOPE .007 SL PE = 0.00%
! I I _ .63%
BURY I'
I I I
Z
0
w�
I

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mommommommommom .... tit j
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I 000000000000000ME .....0 0
mommommoommoommoo mommomm ......moommommommoommom
00 00 00 mommommommoommomm 00000000000000000 NEEMENEEMENEENE........... SIM .....................................mom 0
mmm;lwl ill vqjIIMM 0011101 0011100 0011101 0011100 0011101 0011100 0011101 0011100 0011101 0011100 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM mommommmom MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 HE 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 mom 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 "',ill eqj 00 00 on
...................
0 in in 0 3 ON ON 00 00 ON ON ON ON 00 ON ON ON 00 00 ON ON ON ON 00 ON ON ON 00 00 ON ON ON ON 00 ON ON ON 00 00 ON ON ON ON 00 ON ON ON 00 00 ON ON ON ON 00 ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON om 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 nomwpwq 0 0 in in 0 I 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON 00 ON ON mo ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0 00 00 00 00 ON 00 00 00 00 00 00 00 00 00 ON 00 om 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 11 11 0 0 r r 0 0 0
..................... ................................................I................ moommommonommoomm
................. 0.................nommommoom mommoommom mommoommom mommoommom mommoommom %.IN==Ruh Is,Blin I M' mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommom mommoommom mommoommoo mommoommoo mommoommoo mommoommon
-no nomoollq
0 in in 0 W,a I i I 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON 00 ON ON mo ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 ON 00 00 00 00 00 00 00 00 00 ON 00 ON 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0 MENNEN mom mommompulv_qmmm
mmm;lwliql v111100 00111111000 moor,11 I.1000
0 in in 0 3 ON ON 00 00 ON ON ON ON 00 ON ON ON 00 00 ON ON ON ON 00 ON ON ON 00 00 ON ON ON ON 00 ON ON ON 00 00 ON ON ON ON 00 ON ON ON 00 00 ON ON ON ON 00 ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON om 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON ON ON ON 00 00 ON ON ON 00 ON 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 ON 00 00 00 00 00 00 00 00 00 ON 00 ON 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 1V T I 00 00 on
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00 momom 00 mom 00 moom 00 mom 00 mom 00 mom 00 mom moom mom 00 mommoom mom nomoollq
MEMO W,a lo fillom mommommomm 0011100 0011101 0011100 0011101 0011100 moommommom 0011100 0011101 0011100 0011100 1011100 0011100 1011100 0011100 1011100 mommommmom 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 HE 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 IN 00 00 00 00 00 00 00 0001 00 IN 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 OF,all I 00 00 on
Mommoommoo mommoommoo mommoommom mommoommom mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommom mommoommom mommoommoo mommoommoo mommoommoo mom
nommommomm 0000000000 mommoommom mommoommom mommmommom 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 mommoommom mommoommom 0000000000 0000000000 0000000000 mom
nommommoom moommommom mommoommom mommoommom mommoommom mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommom mommoommom mommoommoo mommoommoo mommoommoo mom
nommommoom mommoommom mommoommom 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 mommoommom mommoommom 0000000000 0000000000 0000000000 mom
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il

PROJECT REFERENCE NO. SHEET NO.
-L- U-4405 /3
Pls Sta 139+95.56 Pl Sta 144+71.01 P W SHEET NO.
es = P 43'07.9' Z� = 19'18'58.8"(RT) ROADWAY DESIGN HYDRAULICS
Ls = 150.00' D = 2*17'30.6' ENGINEER ENGINEER
INLET DETAIL OUTLET DETAIL o LT = 100.00' L = 842.83'
2@60"STEEL NTS (STA 137+99 -L-) _
PIPES NTS (STA 137+99 -L-) N ST = 50.00' T = 425.45'
2@60"STEEL EXCAVATION Q R = 2.500.00' INCOMFLE E FLANS
PIPES -- SE = 0.03 DO NOT USE FOR /W ACQUISITION
Z
NG _
\ 0
RETAINING Z 0 PERMIT DRAWING
NG U
0 -18' WALL 0 -30' Z
CLASS II NOTE:BURRIED 1.0' CLASS II SHEET 9 O F 18
RIP RAP(TYP) 7L
THICKNESS=2' EXCAVATION RIP RAP(TYP)
CHANNEL NOTE:BURRIED 1.0' THICKNESS-2'
CHANNEL
WIDTH = 20' EXCAVATION = 870 CY EXCAVATION = 512 CY WIDTH = 20'
0
M
SITE 3 o pp C M �BDBA44�f PO ' SY r
-L- TS Sta.138+95.56 pg I P 6
z
CLA S II RIP RAP EUWAH L; CHAINIL s5
EST 8 TONS WI E y
EST a SY Dg 3082 PG 621 1z•c�A
252 °'(��E��°N GEC EXTILE PB 19 PG 6 -L- SYa.140+45.5�"''`�`�r LL
39 ��
131 L'B'RIP RAP ' BST
2 TONS
TIME WARN RCABLE - 138 \ e SY CLAS" RIP RAP •
SOUTT I AST GE ILE EST 108 ONS I I'
DB 9017 P8 866 JALARAMD�ABg P RPj23SES.LLC\\ 6' L RIV - EST 38 Y GEOTEXTILE OSEP& WIFEMOLGORA s•cH
PB 22 P 28 0 9.r coNc
_ ;� DB 7140 PG 607
(--� ATE POST\ C I _ ISMTL BUS PB 19 PB 66
-Y12- PC Sta.10+50.86 - - + = I \ \ P.
i N
PDE
ISCgRKK�g S I o_ CL'B'RIP RAP ------D J5U'l N'ER(LT Nl\ 5L
EST 2 TONS \ LT s R TAINING
EST 7 SY GEOTEXTILE a of B0L \ SH/ - �s WALL OR I ISBK BUS '1) 141
�LT m DE PD V'L /
°I
.. ---°-- MTL BST d � lNC I N I50'TAPER (LT TURNI w \\L C7 `+ -4"xh 140 I \
+ VACUUM I , /v ' _-------
Z N PUE PUE PUE PUE PUF--- PUE Q�PU PDE PDE d DUE U PUS,
CAN
PUEq
ON _ GRApE T� V _ E g� m
7'
WO ---FexlsTiece _ R-- --- v ��� - IROP. x 2' D �/ I 350 F 42' 3dE —\ PU I j
=0 PROP.CONC.SI w R•yr �/ --— - - P. CAT/ S - R LTL-J o
00 4= 4) / m,'I' COLLAR AND REMOVE REMOVE u N T+
Lu N �. - REMOVE r
N� Fil WITH Lu
Lu
V / LE FILL - DI Lu
Q 1v'RCP-Iv 5'MONOLIT CONC.ISLAND W l N
LuA y 15"RCP-IV 15"RCP-IV �z REMOVE 6" E E DI �O 15"RCP-IV D
ZN y K aI R=Sd R 5 /25' N "'RCP-IV o o - 5'MONOLITR/C CONC.I� x Zv~i
F01
36"RCP-IV 42"R P ,\
=J REMOVE PROP.CONC.SIDEW - 1,\j (LI —T (CL) R cFo) 1♦ / R . P ZN/NC. ALK
ESE c PO PEFEATEPE E- E F n�E B+T U
_� VPD ✓��II� L7 mDl _.__.r._ I F _ _ _ �. / R-5d
ur" REMOVEjt
3d f F� I F REMOVE
II 250'LANE SRIfT TAPER(LT TURN) �+ 1 �` 2 u
_ 16"RCP-Iv �16"RC'P- u, 135 Bsr esr UE m TUE
C O I CL'B'RIP RAP \ /
— / EST 2 TONS pO
MO E L
YONG AN YU I EST 7 SY GEOTEXTILE \ POLE
coNC sw DB 7485 PG 256 C
r BST I CONC ISBK BUS
_-- � Nil RETAIN—/ �
/ 133 2SBK/F BUS / - - + RETAIN II m y/ BOL(41 O
67 J ISBK BUS �
BRUCE 6K(ILLEB / ISBLK BUS 7
UB 375 1'G 2 / MTL ECK ��// ," I I I I I III 736i rCIT6B 42T2YGT67G P m P E
Imo/ SKI B0 p5S IgNg LLC PB 67 G 18 /7 m 5
/
ICI --CAn 5.5'CONC SW -- �Pg 167 PG i�2 137 143
I /X5'cRScJ / I---- ---IMnAf AMERICAN FLAG-
M EFOR ROAD
s a, �• DB 4448 PG 342
I MTL Sr .. .. .. .. _. _.
—X X— CLASS II RIP RAP
�' / X--X X�X— CLASS II R P RAP
6'WU'PRIv EST 228 TONS
EST 100 T@NS EST 80 SY GEOTEXTILE
-Y12- POT Sta.12+7659 EST 100 SY GEOTEXTILE w
KENNETH C LANCASTER,JR 142
I3 I %l _
�a9 1 SITE 3 RAEFORD ROAD
-Y12 1 DB 4448 PG 340
Pl Sta 10+99J1
ISBK APT
exlsT_ , w I I III S • L = 95.85'06P 1
1 T = 4825' 1 so' o' so' loo'
SR 3327 WNAR OR 25'B57 R = 340.00'
SCALE
� Q 1 }�—iaesr —
1 1
DENOTES TEMPORARY
Y( T'# m IMPACTS IN SURFACE WATER '
�o L
0 DENOTES IMPACTS IN
7' X ISBK APT I 1 ® SURFACE WATER
,
~ I
* I I ISBK APT L 1
PROP CONC SIDEWALK 1
NOTE: SEE SHEET 37 FOR -L- PROFILE
•*A DESIGN EXCEPTION FOR LANE WIDTH IS `�°tL SEE SHEET 47 FOR -Y12- PROFILE
raw REQUIRED FOR -L-STA.38+95.00 TO -L-319+95.00
��

6
PROJECT REFERENCE NO. SHEET NO.
—L— U-4405 /3
Pls Sto 139+9556 P/!to
/44 /Al P W SHEET NO.
es = /'43'07.9' A _ l9,l8, 8B'(RT) ROADWAY DESIGN HYDRAULICS
Is = 150W Q = 2'l7' 06' ENGINEER ENGINEER
INLET DETAIL OUTLET DETAIL LX= l000a L = 849 '
2@60"STEEL NTS (STA 137+99 -L-) __ _ INCOMFLE E FLANS
PIPES NTS (STA 137+99 -L-) STA 50
2@60"STEEL EXCAVATION Q PIPES -- Q' SE = 0 3 DO NOT USE FOR /W ACQUISITION
-- `NG �i
U 00
_- VNG
RETAINING Z
0 -18' WALL D -3D' °a PERMIT DRAWING
LASS II SHEET 10 O F 18
RIP RAP(TYP) NOTE:BURRIED 1.0' CLASS II ° 1�
THICKNESS=2' EXCAVATION RIP KNEE P)
CHANNEL NOTE:BURRIED 1.0' THICKNESS-2' -
CHANNEL
WIDTH = 20' EXCAVATION = 870 CY EXCAVATION = 512 CY WIDTH = 20'
Ln SITE --
$ -L- TS Sto.13 95.56 BRB 849 0 66 5
2'
CLA S II RIP RAP EDWARD C 1 �CHANT
EST 8 TONS &
ON EST 0 SY DB 3082 PG 0
IV OLNY
62 oUC-I1�E�� 2Lc GEO EXTILE PB 19 pG 6 St s
q"1 45 x O
'B'RIP RAP \�\ 39
- $T 2 TONS I
CIAS RIP RAP •
BS I A T6 Ap E5. E BF, EST 1 oN5
ENT€RPj2IS LGORA _
0 9.s � _ �f` EST 3 Y GEOTEXTILE 6'C
04 P 3 .� � "Ic Dg T140 P
--'- ATE POST ', FF,/- I Is eus PB 19 PB 66 I�
— PC a e+ B6
m �
� 'ER(LT P �{
v
E 2 TONS \ L7'i, lOd SHl �1 DE HR�
E 7 SY G TEXTILE of BOL _ R TAINING
° ISBK BUS 141
m ° °I a PDE �.... PD
N m T ) IT ° CAN 4ST E0 v..- INC �I
zO (V P E E PUE UE PDE v uu PDE CAN I a coNc
N r E TO FU \L m 1 RCP-IY_________-.
F DUE UE DUE U Uff E r-
W --7 -� -
rn
—-
0 -- __ _ _ P
R �' -- - ROP. x 2 36 �/ � I 35FJ 2' 3d W
20 PROP.CONC.SIDEWALK N/ - ROP. CATI W
- _- Q
S I
(n+ ,� PROP.2'-6"C&G _ - - - - =_ > OP.2'-6'G r CB B /� =O
a COL R 00
A 3 RE VE REMOVE _ _ __ N+
wCV T n\ — - REMOVE DI 4� WFILL WITH ni
N rDI RIF LE FILL - DI W r
Q ls'RCP-Iv 5"MONOUT CONC.ISCAND N
W y / 15"RCP-IV N li 15"RCP-IV REMOVE b WELDED DI �Q 15"RCP-IV D z
Z(n w ----- R=Sd R=50' 125' - M RCP a- I� o E vE 5'MONOUTH/C CONC. W�
_ - __ RCP
Cn
- � Em cu
� � 1
REMOVE - "R P IV
_ _ Z
=J PROP.CON0.SIDEW . ' 1 u ccU - R 36"RCP-IV --- --— , R . 4Y'R- P .ZI�SNC. ALK e C J J
--- ' OT
U I E - p0 REP ER E-- E D ]L_E -- - _ B v>=-> -- U I
- E w c - =ay- _ VP - Lr DI- -_ r-- I F - R=5d /
i� '
_
REMOVE
25d LANE SHIFT "' (L - a "v i F I 2,
RCP-Iv a �18"RC'P- u, 135 ssr I. P UE m TUE
.25' I r L CT2 TO SP \ pW /
CONC C
� �\26 N MO E / c � % � �
n / 6'CONC SW DB 7485 G 256 )(TILE ISBK BUS
III RET I �1
B _ RETAIN
g If
ISBK BUS
- _ S III ISBLK BUS I CITYB FAY TE710LLE �P P E
D n U pp pE¢77 5 rb' IS
K . I 736 PB 6T IB
' L-- SKI g 61R55 ING LC
� sscoNc sw PB 67 G 1 143
c p fLA -
_ ER�CRNN ROA 444 A D
Gp
— --- � 448 PG 342
M L I
LASS II R P P C S II IP RAP
6' P V T 280 T S ST 8 3
/ - _ i- E T 100 Y GEOTE ILE T 8 SY GEOTEXTIL 142
7. 1/ III I 3 R k&C N ROAD
46 _Y12— DB 4448 G 340
1 Pl Sto 10+99J1
D = 16'5/'06J' m
w L = 9585'
T = 4825' o 1 50' 0' 50' 100'
SR 3 NAR OR 25' I R = 340.00' SCALE
Z LY I ® MPAOCT551NE SURFACE WATER
w
1
DENOTES
URFOACE WATERTS IN
I SBK APT I
O le
PROP CONC SIDEWA K 1
*A DESIGN EXCEPTION E Illz �" O E: EE S ET 37 FOR -L- PROFILE
�« E SET
T 47 FOR -Y12- PROFILE
�� REQUIRED FOR -4 STA. 8+95.00

0
PROJECT REFERENCE NO. SHEET N.
U-4405
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INC®MPLE E PLANS
DO NOT USE POR /W ACQUISITION
PERMIT DRAWING
SHEET 11 OF 18
2 0' l 0' l 0' S ' S ' l 0' l 0 200
CL STA 137 99.59 -L-
EXTEND EX. 4@10'xl2' RC EC
GP = 150.07'
SKEW = 90'
WATER LINE TO BE RELO ATED)
/50
TRENCHLESS INSTALLATION SS LINE (TC BE RELOCATED)
2@60" WELDED STEEL � --- _
INV. = 141.0' - _- -_ CTB L TB RT
------- - -140
- - �
------==- - ------- ------- --
TRENCHLESS INSTALLATION
60" WELDED STEEL
INV. = 140.6'
------- ------- I-- --------
00 NWS = 139.3' EXISTING BE
DATE OF SURVEY INV = 1 4.15'
12/18/14
INV 133.08' EXTEND CULVERT
EXTEND CUL ERTJ SL OPE = 1.087
SLOPE = 1.087
II
II
I I I
I I
z
0
w�

&OW1 HLNE B _ I PROJECT REFERENCE NO. SHEET NO.
R99 , -L-
0g 25 '-d t OLAND B LITTLE N
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PROJECT REFERENCE NO. SHEET NO.
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' '( ,PLUG AND / IRELAN OSSINg.IN ' PPP-T8��r `-----' I F +16A8
220 �X _1000 R ABAJDON D 4zp61PG ��116 1' B
c3fi60 --- B 86 PG Ilo a 4'CHL �(✓�
- x RCP III, (L � I � -- 'CO NC
o 224 �� 5 Ao
� I � I I N >I IRELA D $ ING CONC RETAIN YSTEM
�1 S
SOIL pb I sBL BUS EXl IN
-a wD s P UE - ` I I III D�4 Il ISBK BUS II I -
0 ✓ \ \ III I ISBLK BUS 9
-isII INLET DETAIL III E� III O
ag RETAIN SYSTEM NTS (STA 221+22 -L-) \ I I er I sr III
E - D 3060' NG
L I EXCAVATION(TYP) 176 79' I GF "a-
mB 12 \-- ___
\ Q
ITE
CLASS II > III
�a RIP RAP I
EXCAVATION = 245 CY T=1.5' _
i 50' 0' S 100' OODPLAI BENCH W CLASS II RIP RAP LL
72' W/GEOTEXTILE I I I \
o SCALE LASS" RAP BURRIED L0' 0 25' 1.5'BENCH HEIGHT
'� I zq. I cork
i 420 50 GEOTEXTI VARIES 6'- 0' ABOVE BED I n
100, 0' 00' L I� ca0
OUTLET DETAIL rrJ
INSET SCALE 5,I IP P I I 1 I�I III
E t S NITS (STA 221+22-L-)
174.49' TYP)EXCAVATION
L / 8 5 G T E 3D60'
DENOTES TEMP Q RY
w ® IMPAC/TS 1N�50RFACE ER
221 � _ �,� I I� � � Il�) cl✓YLJ—N a. Liu
® DEN,
FOTES IMPA I I / 390 CY
SUR RE CR INC EXCAVATION
w
6 732 PG 61 / 1.5'BENCH HEIGHT ______-Y25— POT Sfaf +5124
ABOVE BED
PROPOSED SIGNAL CLASS 11
CLASS II RIP RAP ,/ RIP RAP Ii� I,-7 I��
W/GEOTEXTILE 72,T=1.5'
— PROP CON SIDEWALK fTYP)ILL SCOUR HOLE V BURRIED 1.0' NOTE: SEE SHEET 0 F R —L— PROFILE
O / W/SELECT MATERIAL VARIES 8'- 4'
**A DESIGN EXCEPTION FOR LANE WIDTH IS
o'-zs' SEE SHEET 8 F R —Y25— PROFILE
v! REQUIRED FOR -L-STA.38+9SD0-T -L-319+95.00

0
PROJECT REFERENCE NO. SHEET N.
U-4405
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INC®MPLE E PLANS
DO NOT USE POR /W ACQUISITION
PERMIT DRAWING
SHEET 17 OF 18
l 0 l 0' 50' 0 S ' l 0' l 0'
CL STA 221 22.51 -L-
RETAIN AND EXTEND EX 3 @ 6011 RCP I @ 7211 WELD D STEEL
W/ 72" RCP III EXTENSIONS (BURIED I')
GP = 199.84
SKEW = 90°
200 _ _
EXISTING 6 " RCP (X3) r \ SPECIAL COLLAR
/ 1
SPECIAL COLLAR / \ TB RT
190 -TB LT
% GROUNDG \ PROPOSED BED
NWS EL = 17 .8'
DATE OF SURVEY
NWS EL 17 5 �� ----- --- j 4/22/2015
/80 DATE OF SU VEY --- ---------��
4/22/2015 ---
------- _ --- EXISTING STREAM BED
FIXED INLET INV = 178. 9'
77�C
/70 SLOPES VARY CPINI1172
EL V OF BEGIN 7211 FI ED OUTLET INV = 175.99
BURY IN ERT I' SLOP = .1.07% SLOPES VARY
AO ND 1OU STET
II
I I
z
0
w�

WETLAND AND SURACE WATER IMPACTS SUMMARY
IMPACTS SURFACE WATER IMPACTS
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 Stream
No. (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 -1-1-96+44/96+82 LT EXTENSION OF 2@48"RCP <0.01 <0.01 8 43
EXTENSION OF 1@60",1@66"RCP&1@72"
2 -L-81+47/84+92 RT&LT TRENCHLESS WELDED STEEL 0.10 0.10 0.03 0.03 201 31
EXTENSION OF 4@10'X12'RCBC&2@60"
3 -L-137+03/138+25 RT&LT TRENCHLESS WELDED STEEL 0.03 0.01 33
EXTENSION OF 4@10'X12'RCBC&2@60"
BANK STABLIIZATION TRENCHLESS WELDED STEEL 176 21
SLIPLINE EX.2@84"CMP W/72"LINER&
4 -L-143+03/144+02 RT&LT 1 @72"TRENCHLESS WELDED STEEL 0.07 <0.01 216 20
EXTENSION OF 3@60"RCP&1@72"
5 -L-143+03/144+02 RT&LT TRENCHLESS WELDED STEEL 0.09 <0.01 206 27
TOTALS*: 0.10 0.10 0.23 0.06 840 142 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/3/17
CUMBERLAND COUNTY
U-4405
39049.1.1
Revised 2016 09 09 SHEET 18 OF 18

U-4405 NEU ENVIRONMENTAL PERMIT NARRATIVE
Fayetteville Public Works Commission — 16 inch Gravity Sewer Main: The Fayetteville Public Works
Commission, PWC, owns an existing 10" vitrified clay gravity sewer main that runs along the L- line of U-
4405 from the west to an existing manhole at L-Sta. 220+74.50 near Buckhead Creek. From there it is a
ductile iron main and traverses northeast to an existing manhole at L-Sta. 221+00.85. From there it
crosses the L-line and traverses to an existing manhole at L-Sta. 221+02.04. Next it traverses east to an
existing manhole at L-Sta. 221+71.92. From there it traverses east across Buckhead Creek to a proposed
manhole at L-Sta. 221.98.96 and this connects to a proposed 8" gravity sewer line running east parallel
to the L-line.
PWC is proposing to install a proposed 16" gravity sewer main on U-4405 near the creek prior to the
transportation improvement project and the installation of other proposed utility lines. The reason that
they want to install this proposed sewer main ahead of the road work is that the flooding that occurred
due to Hurricane Matthew in 2016 washed out part the existing manhole and sewer mains near the
creek. The lengths of the sewer main segments are not of sufficient size to do a trenchless installation.
There are inadequate distances between junctions to get under the stream and return close to ground
level. The proposed sewer main on the north side of the L-line will connect to the existing manhole at L-
Sta. 220+74.50 and traverses north to a proposed manhole at L-Sta. 220+69.78. From there it traverses
east to the proposed manhole at L-Sta. 221+60.73. Then it traverses across Buckhead Creek by open
cut to L-Sta. 221+92.63. Jute matting will be installed in the creek. From this manhole the proposed
sewer main will be open cut to a bore pit at L-Sta. 221+93.21. The sewer main will be installed by a
bore and jack under the L-line with a 30" steel encasement that extends to L-Sta. 221.98.96 on the L-
line's south side. At this station it connects to a proposed manhole. From there the proposed sewer
main runs south to a proposed manhole and existing sewer line at L-Sta. 222+00.07. A 133 ft. sewer
main segment will be installed going east along the south side of the L-line from the manhole at L-Sta.
221+98.96 to the proposed manhole at L-Sta. 223+31.55.
Also on the south side, a proposed sewer main runs from a proposed cleanout that connects to an
existing small sewer line running from the west at L-Sta. 220+34.44 and runs southeast to a proposed
cleanout at L-Sta. 220+90.63. It continues southeast to another proposed cleanout at L-Sta. 220+85.75.
From this cleanout it continues southeast to a proposed manhole at L-Sta. 221+31.26. The proposed
16" sewer main then traverses east and crosses the creek by an open cut. Jute matting will be laid
across the water in this area. The proposed sewer main connects to a proposed manhole at L-Sta.
222+44.36 and an existing 16" sewer main that runs northwest toward the existing manhole at L-Sta.
220+00+07.
All stations stated in this narrative are approximate. The proposed sewer main installation at Buckhead
Creek on the north side of the L-line causes less than 0.01 acres due to temporary surface water

disturbances. The proposed sewer main installation at Buckhead Creek on the south side of the L-line
causes environmental impacts of 0.02 acres due to temporary surface water disturbances.
Fill and excavation constitute a part of these temporary surface water impacts. The total environmental
impact caused by these proposed sewer main installations is 0.02 acres due to temporary surface water
disturbances. PWC will install an 8 inch gravity sewer main on the south side of Raeford Rd. from L-Sta.
82+10.45 to L-Sta. 83+48.12. They will open cut the wetlands from L-Sta. 83+33.79 to L-Sta. 83_48.05.
this will produce environmental impacts of less than 0.01 acres due to excavation in the wetland. The
contact for Fayetteville Public Works Commission is James Michel. Their address is 955 Old Wilmington
Road Fayetteville, N. C. 28301. His phone number is 910 223-4785. His email is
[e-mail] .
Fayetteville Public Works Commission-24 Inch Water Main -The Fayetteville Public Works
Commission, PWC, owns an existing 24" ductile iron water main that runs along the south side of and
parallel with Raeford Rd. . It conflicts with the proposed roadway construction on U-4405. Hence PWC
plans to install a 24 inch water main along Raeford Rd., the L-line. PWC will open. cut the jurisdictional
stream on the south side of the L-line at site 2. This will propose a temporary surface impact of less
than 0.01 acres. PWC will open cut the 24 inch proposed water main at L-Sta. 85+58.47 to L-Sta.
85+73.35. at site 4. This will produce environmental impacts due to excavation in the wetland of less
than 0.01 acres. It will produce 0.01 acres of environmental impacts due to fill in the wetland. The
contact for Fayetteville Public Works Commission is James Michel. Their address is 955 Old Wilmington
Road Fayetteville, N. C. 28301. His phone number is 910 223-4785. His email is
[e-mail] .
Fayettevile Public Works Commission Overhead Power Lines—At site 1 The Fayetteville Public Works
Commission, PWC, proposes to install an overhead power line on the north side of the L-line. At L-Sta.
81+08.69 they need to install a power pole. They will guy the power pole to help support it. The guy
wires will run north in a guy pocket. Mechanized clearing will be required in that 10 foot wide guy
pocket. Hand clearing will be required from L-Sta. 80+36.45 to L-Sta. 81+36.05 to provide an area for
clearing to maintain the proposed overhead power lines. A total of less than 0.01 acres of
environmental impacts will be produced by the mechanized clearing for this power pole installation. A
total of 0.02 acres of environmental impacts will be produced by the hand clearing for the power lines.
The contact for Fayetteville Public Works Commission is James Michel. Their address is 955 Old
Wilmington Road Fayetteville, N. C. 28301. His phone number is 910 223-4785. His email is
[e-mail] .

m T.I.➢.N®. SHEET NO.STATE
OF NORTH CRO INA
r 1q DIVISION OF HIGHWAYS U-4405 UE-1
o �SR �
4 C NTO ROA
LIFF LE RDA q b
'^ NEU PERMIT PLANS
tam O ENDA��QOP�
PROJECT CUMBERLAND COUNTY
FORD R AD
; 0aos
N ' D '°5 LOCATION- US 401 FROM WEST OF HAMPTON OAKS DRIVE TO
BEGIN
PROJECT cn EAST OF FAIRWAY DRIVE IN FAYETTEVILLE
• • V Z Z lC. J} = I Z
c n m �1 � ,� g TYPE OF WORK: RELOCATION OF WATER, SEWER, TELEPHOEK I�IE, US4-Y13- SS
V u 7 1 a (SKIBO RD) GREENLEAF DR.
CABLE, GAS, POWER 12 13
i UNNAMED POMPTON DR. O
/ 0) _Yg_ 1 TRIBUTARY
LITTLE DR. '-L-SR 3569(RAEFORD RD�. � J
VICINITY MAP 1� �, CINDY DR 1,5 co
REVERE ST. WILDWOOD DR. DUKE ST. I,,
OAK
Lli
FOREST DR. � / -Y10-J - 0
-L1- STA 115+65.00 = -Y5- BINGHAM DR. W
STRICKLAND
-L- STA 15+65.00 BRIDGE RD. Q g NC 162 J
2$ (J ,__ (BUNCE RD.)
Y4 A� CIR. V
71 ST SCHOOL RD.
a co
-SR1-
o p0
N -SR3- rV
3�91RAEFORp
> -Y53- SR
O \\ \\ GRANDVIEW DR. -SR2- -AA- o
w 5 ALL AMERICAN N
-Y52- _�,1_ EXPRESSWAY
CHI LTON DR. HAMPTON o Z
+ -Y51- OAKS DR. Y4 V � END TIP PROJECT U-4405
KATONAH DR. GRAHAM RD. N Z z -L- STA 324+00.00
n (j7 eb'
00 -Y50- WILLBOROUGH AVE. �V
- RAEFORD RD. RDl FESTIVAL DR.-Y2_
pptD TWIN ACRES DR. EMELINE AVE.
F CAMBRIDGE ST. -Y36-
/ µP -RPB- BEGIN BRIDGE ----_-
� 356g( RAVENHILL DR.
-RPB-STA 26+35.80 STARHILL
m
MPH RSO D. FAIRFIELD RD.
C
4✓ -Y40-
_ EXECUTIVE PL.
E END BRIDGE 2 _Y44_
L I� -RPB-STA 27+20.21
O W FAIRWAY DR.
SANDALWOOD DR. 21 3569(RAEFORD RD.) �1
Z OaG� m ((`1$ MONTCLAIRE RD. a 20 FERNCREEK DR. ______ 1l ROBESON ST.
0 4 7 BRIGHTON RD. I /� Y43
MARLBOROUGH R
N lI, 16 KARR DR.
W I -Y30- FORSYTHE ST.
Y39-
I OWEN DR.
o ( _L-SR 3569(RAEFORD RD.) �� I �,26 PURDUE DR.
O - FAISON AVE. O
— ^ UNNAMED ABERDEEN&ROCKFISH RAILROAD
TRIBUTARY N In-Y25- _AA_ CAPE FEAR RAILROAD
A Z
2 I -Y23- SR 1219 ALL AMERICAN A
-Y2 SR- 1378 (IRELAND DR.) EXPRESSWAY
> -Y18- SR 3083
BEGIN TIP PROJECT U-4405 -Y16- SR 1116 (S KENLEIGH DR.) (SCOTLAND DR.)
-L1- STA 95+00.00 ( URANT DR.) (EUCALYPTUS RD.)
o �
z �
0
0 PR1ELIMINARY PLANS
a_ W NOT USE FOR CONSTRUCTION
L
E
a_ GRAPHIC SCALES INDEX OF SHEETS UTILITY OWNERS WITH CONFLICTS DIVISION OF HIGHWAYS
w 50 25 0 50 100 UTILITIES UNIT
z SHEET NO.: DESCRIPTION: 1555 MAIL SERVICES CENTER
PLANS (A) WATER -PWC WATER AND SEWER RALEIGH NC 27699I555
PHONE[phone]
UE-1 NEU PERMIT TITLE SHEET (B)SEWER -PWC WATER AND SEWER y�F� SQoe FAX [phone]
a) 50 25 0 50 100 (C)POWER -PWC POWER OF I N
UE-2 UE PLAN SHEET (D) TELEPHONE - CENTURYLINK
PROFILE (HORIZONTAL) (E)CABLE - SPECTRUM BO HEMPHILL,P.E. UTILITIES REGIONAL ENGINEER
—/a (F)POWER —PWC POWER
�z 10 5 0 10 20
o O� (G)GAS -PIEDMONT NATURAL GAS KELVIN MARTIN UTILITIES ENGINEER
N}w (H) WATER -A QUA INC. KYLE PLEASANT UTILITIES AREA COORDINATOR
PROFILE (VERTICAL)
W-1� LARRY JAMES JR. UTILITIES COORDINATOR
May+

PROJECT REFERENCE NO. SHEET NO.
U-4405 UE-2
DENOTES
WEEXCAVATION N66°4D'23"E UTILITIES BY OTHERS
N 65°22'29'E
DENOTES FILL IN 225.60' 267.66' NOTE
F WETLAND SITE 1 SITE 1
ALL UTILITY WORK SHOWN ON THIS
DENOTCLEARING MICHANIZED MECHANIZED CLEARING IN WETLANDS = < 0.01 ACRES SHEET WILL BE DONE BY OTHERS.
DENOTES TEMPORARY HAND CLEARING IN WETLANDS= 0.02 ACRES NO PAYMENT WILL BE MADE TO THE
® IMPACTS IN SURFACE WATER CONTRACTOR FOR UTILITY WORK
FILL
WETLAND
-- \ SHOWN ON THIS SHEET.
FILL IN WETLAND
\ \ - ll� TL _ ` -
- UE-2 CORRESPONDS TO RDY 9
RAEFORD CORPORATE PARK
PROPERTY OWNERS ASSOC.INC. R *2.17' \ —�2g^E
DB 9374 PG '� y .�\ 31469'
PB 132 PG 8
BUSINESS TRUST 111 11 °a \ I IcU
'.TAIN SYSTEM
DB 9449 PWAL-MART REALESTATE
PB PG76 RETAIN 24=P
55 RpP _J
RETAIN SYST
1
I o IIII RAEFORD CR G,LLC I I 2SF0
FES \ y I PDE ems, COTOP=1 E R2 ER DPC, 127 PG 185 \ \ BI s c _�- Y- --
� 1 'Y ua .Y �3pFYe / RETAIN SYSTEM
4II TDE �- d' I I _ RICHARD WILDER wD s7A1Rs
.TDE // \-.� I II DB 3249 PG 12
w 50
/ F qPil — oP-u�a „T�ix -L __ ———E—— P p
ALL CONC / z' �,i2"n C - �L00
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RCP-IV- EB �\I- NG 8'P -- _ /., -�-'- - \- IGL4-_- _ 7PP6-G-���W- l2 -I +5 pP N u I l& 0 "`15+ \ -c------- -- —�
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ox IMPACTS ------PUE_---
CONC H Q @— �— _ACED 01 ACRES `\ P P
�T� \µ/ IN SURF \
FI 24 R q / 3'CONC SN - < 7 Y- 'L"'
le
MTL@CAI \ E—SITE 2 WATER �s Sr
SY51'� I Y \ I RIFA� z J `a 'F7o\_ \ \ O/
DUE �s�y� �$CF REAL'ESTATE F UNDATION elm •r
FRAN TES H EE LIOT, �y 25F Bus m �\ o \ has DB 89 PC Y2p2
\ ABAND \ �\ DB B043 PG ill
�mr �m 7` oo� Pr Io'vm / /4i TOP=198.16 — / DD8750 319 w0 s _ Ili - `�, Alj I'7Ps2ss'w� // SITE 4
a o ^ GR EXCAVATION IN WETLANDS = < 0.01 ACRESB
FILL IN WETLANDS = 0.01 ACRES
m ; o o° o Q� o / / N 6519'40^E 100.00'� o zy STEPHEN M. NTER
03� �o o PS' D / / 75.00' S 65°I9'40'WI ,w yew $, WIFE
o o SC may �/ /5 �x3'SPLITxRAIL x x— 84 87 SITE 3 I �� DPR 89 PE 1224
o �a ( —%-t-------- ` N EXCAVATION IN WETLANDS = < 0.01 ACRES
115
e PROPERTIE�A COAST
Y- s�
FRANCES H ELLIOT,
TRUSTEE DB 5539 PG T83 TEMPORARY FILL IN WETLANDS = 0.42 ACRES
/ DB 7732 PG 470 I I
zk 0� DB 2495 PG 254 _ JD b H E LIOTSITE—4 _^•
794
SITE 3 /6 1 w
m / _ ✓ I!i � � � I I I
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f1

P FIEUMIRK
PROJECT REFERENCE NO. SHEET NO.
U-4405 UE-5
Lo
DENRY
MAOCTSS INE SURFACEWATER
UTILITIES BY OTHERS
NCSITE 5 NOTE:
Bsr TEMPORARY IMPACTS ALL UTILITY WORK SHOWN ON THIS
IN SURFACE WATER = <.01 ACRES; SHEET WILL BE DONE BY OTHERS.
---- = 7.3 LF NO PAYMENT WILL BE MADE TO THE
t \ CONTRACTOR FOR UTILITY WORK
l 6 {� SHOWN ON IHIS SHEET.
�z
ISBKD X'
O i z
o SITE 5
X ABANDI 146 FT. OF c�v
x 16" GRAVITY SEWER LINE11 N N
t i
LF TEMPORARY
CREEKIMPACT
CREEK IMPACT
ISBKD WITHIN SURFACE WATERS a.
JOHN M TEW
& WIFE SHIRLEY
DB 2542 PI; 343 i I �I
PB 23 P3 I � I
_ N 84.54'14'E
349.98' J eE as 1 /l
l I ISBK BUS 1 �\
WD DECK X F� aLe 24• n
AFEBE I "n -_ .\/ ISBK BUS o LT El LT m�`9 LT
W PU a I m II
336'4oPG 86 I WD s DUE
4 C �x 4'cR __ zD� " 2� f,a_ BST 98 c L II S W•8Gp HW NCR FAYETTEVILLE,LLC
,seOwI ra �
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DB 6243 PG 563 •ca4 8'CONC RAMP �� y
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CONC RAMP E
IS'RCP N r=
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N
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UE—�n���npP� XT RCp a�° 0 9 c�u� c 1 PUE / 7 +00 %150 73+00 73+50 74+00 74 75+00 76+ 76+5 +0 5% _ s,� ¢ 7
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2001 2 _ Sd _ Vim" --
IP - � R zoly � Q
d8"RCP-IV 5T R O \ V=184. .0 PUE— .FUE ••LL «� P t
G RREF II BB-NC.LLC �G E{XP 4'DID p-pUE �-! VE P BOL / _ 2 �,e - s <
DB 9368 PC 66 F' E '° h\\ _ ^' / i '( _ I _ —PK -�,{�-- _ _ PUE �,\ --PUE___
•(j�, _ Ove 36' T 2 W RELAND CROS W-TNC— P v - m
ISBK BUS :33'(>}-- ECIAL I-- -- �E E PIPE, % DB 4261PG 21O
_ .�- I '(U I qND IRELAND CROSSING,IN PB 86 PG II _1s•RCP '1 B"-2O5.q
m 3' -�^ s E I / iDON pB 4261 PG 210 I �—�-CO R d. 24'C&G
B 86 110 LT q'CHL
P PG / CONC 0
A 60"J ------ y
GF Fy EVE I -- 4 cgNc --d 7'CONc
AL
570 X ___- �o , 2 e PROP. 4' DIA"a� I - 2 _ �'
MTL s o� •(V UT_ LTS MANHOLE 1E 361 I `a RETAIN
2 ,'solL - STA. 224+67.2 I IRELAND CROSSING,INC 15BLK Bus "�IF L� _ _ SYSTEM
o E I �, DB 42GI PG 210 ISBK Bus
s`WD S x s 'OFFSET 84.77 (RT) „II I PB 86 PG 110 I III I 1p j III
III I BST Ic III A 601
,05 I I II I 99LK BU5 III I I mI CB
III
ABANDON 147 FT. OF sa�\6`yo 3 FT. OF GRAVITY
is Rs I I cRR4sEIII III
16" GRAVITY SEWER LINE SE ER TO INSTALLED
B TWEEN MANHOLES RETAIN srsrEM es
-o IRELAND CROSSING INC
m' DB 4262 PG 311 ------' Bo DRIVE THRU
a PB 73 PG 61 v� -MENU
w12
48 LF OF TEMPORARY S 86°46'18'W S 86.46'18'W
N CREEK IMPACT WITHIN
SURFACE WATERS IIL83' 25.50' 79.78' 19. _� II S 86°46'IB'W LT
y
BST II I I � jL� II_
SITE
MTLr T�L^_� I \. CONC
TLT
SITE 6 ICI 1� I III 1 I� II
o=
/ IIIIII I IIIII I II I I I I II
II I Y27 75TEMPORARY IMPACTS
IN SURFACE WATER .02 ACRES; EST
= 22 LF a I IIRELAND CROSSING7 INC
DS 4262 PG 3I
P 73 esrPG 61 III IIIIIIIII
El
III
j I III �I 1n
of
a�
oz
oz
i

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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 Stream
No. (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)
U1 80+33 to 81+36-L- Water/Power Line <0.01 0.02
U2 82+54 to 82+88-L- Water Line <0.01
U3 83+24 to 83+63-L- Sewer Line 0.02 <0.01
U4 85+57 to 85+74-L- Water Line 0.01 <0.01
U5 221.52 to 222+01 Sewer Line <0.01 45
U6 221+59 to 222+28 Sewer Line 0.02 48
TOTALS*: 0.01 0.02 <0.01 < 0.01 0.02 0.03 0 93 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/24/17
CUMBERLAND
U-4405
39049.1.1
Revised September 2014 ISHEET 1 OF 2

See Sheet 1 A For Index of Sheets
See Sheet 8 STATE O IF NORTH (lam A R O L I��` A 9 For Conventional Symbols BTATB 8TAT6 PROJECT RBPBRENCB NQ „a xsers
DIVISION OFHIGHWAYS F.-
U-4 �
I � ` ATB PR0.I.N0. P.A.PR0.I.N0. DBBCR�TION
39049.1.1 STPDA-0401(230) PE
ROA` 39049.2.1 STPDA-0401 230 WW
r I 39049.2.1 STPDA-0401230 UTIL
L IFFDALJE R O QQ
39049.3.1 STPDA-0401230 CONST
�
E_D0 CUMBERLAND COUNTY
\\ w o 9J,2 PROJECT
o FORD AD
'°' <° LOCATION. US 401 FROM WEST OF HAMPTON OAKS DRIVE TO EAST OF
� -
,, � o
FAIRWAY DRIVE IN FAYETTEVILLE
J
BEGIN r'�_ p�� �
PROJECT '� ; 0 9 Nam' _ u) TYPE OF WORK: GRADING,DRAINAGE, PAVING, SIGNALS, RESURFACING, STRUCTURE,
Z } _ m z RETAINING WALLS, CULVERTS,AND NOISE WALLS
-Y13-
J US 401 BYPASS
^ U BEAVER CREEK
V u m I `1�J a (SKIBO RD) GREENLEAF DR.
0 12 13 -Y15-
-! / -- 0 UNNAMED POMPTON DR.
_yg_ ^1 R TRIBUTARY O
� 77� � LITTLE DR. ` - '-L-SR 3569(RAEFORD RD.�• J
VICINITY MAP �0 1 -Y11- Y12- � �-Y14- _ CINDY DR co
W
DUKES T.
O �" LIJ
REVERE ST. WILD OD DR. Lu
OAK W
FOREST DR. � -Y10-
-L 1- STA 115+65.00 = CK g BINGHAM DR. W
ST BRIDGE
ND
-L- STA 15+65.00 BRIDGE RD C 162
Q NC 162 J
2$ (J �Y6 (BUNCE RD.)
V Y4 i CIR.
71 ST SCHOOL RD. l
-SR1-
-SR3- 6 36691RPEFCRDRD.I°
i
-Y53- �.SR
GRANDVIEW DR. G -SR2- ALLAMERICAN N
-Y52- _Y1_ J EXPRESSWAY
CHILTON DR. HAMPTON - o Z
-Y51- OAKS DR. w-Y4 END TIP PROJECT U-4405
•Q -
KATONAH DR. (k�J GRAHAM RD. CN •' Z V °°Z -L- STA 324+00.00
V 0bN
-Y50- -Y31- WILLBOROUGH AVE. �V
RAEFORD RD. Dl Y2_ TWIN ACRES DR. EMELINE AVE. �O�
691RP FORD R FESTIVAL DR. -RPB- BEGIN BRIDGE CAMBRIDGE ST. -Y36-
36 -RPB-STA 26+35.80 STARHILL RAVENHILL DR.
_y29 FAIRFIELD RD. GF 6
McPHERSO D. 2v EXECUTIVE PL.
-RPB-STA 27END R 0 21 e�3 IDGE 2 -Y AY
G FAIRWAY DR.
SANDALWOOD DR. GLENSFORD DR.
. O 2� 1 0 _ _�_SR 3569(RAEFORD RD.) (I,
OCV�ti 19 FERNCREEK DR. -Y35- I Y43-
CO �+ 18 MONTCLAIRE RD. MARLBOROUGH RD. -', ROBESON ST.
16 KARR DR. BRIGHTON RD. IL
� -Y30- FORSYTHE ST.Ljj �
- WEN DR. -Y39-
3569(RAEFORD RD) �� Y26 1 PURDUE DR.
FAISON AVE. O
UNNAMED ABERDEEN&ROCKFISH RAILROAD
W Oki
o TRIBUTARY m CAPE FEAR RAILROAD
-Y25- -AA- A Z
Z i Y21 SIR
13- SR ND EXPRESSWAY �
� SR 1378 (IRELAND DR.)
J -Y1 - SR 3083 m
BEGIN TIP PROJECT U-4405 Y18- SR 11 816 (S KENLEIGH DR.) (SCOTLAND DR.)
SIR 1226
- 1- STA 95+00.00 (DURANT DR.) (EUCALYPTUS RD.)
L
PROPOSED SIGNAI DOCUMENT NOT CONSIDERED FINAL
**A DESIGN EXCEPTION FOR LANE WIDTH IS REQUIRED FOR —L— STA.38+95.00 TO L— STA.319+95.00 UNLESS ALL SIGNATURES COMPLETED
VGRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepored in the Office of: HYDRAULICS ENGINEER
w��I�� 1ALE EAST IAILLBAOOK ROAD, SUITE 160
ADT 2018 = 63,150 ,\ AALEIGH, NORTH CAROLINA 27609 ;:?EE55 ::'' 0� ROnpyy
50 25 0 50 100 LENGTH ROADWAY TIP PROJECT U11405 = 6.231 MILES [phone] NCBEES NF-0326 ;7 °". C�
ADT 2038 = 70,975 sEu ' Q qa
TOTAL LENGTH TIP PROJECT U-4405 = 6.231 MILES ; 2017 s �o
K = 10% J 2078 STANDARD SPECIFICATIONS
•., �...._..... o
PLANS D = 60°/G ::;M P.E.
SIGNATURE. GW
100 25 0 50 100 T = 3%* RIGHT OF WAY DATE: CLINTON J.MORGAN, PE g
PROJECT ENGINEER ROADWAY DESIGN
V = 50 MPH DULY 29,2016 „tg.c qa•.,, ENGINEER
OPROFILE (HORIZONTAL) *TTST =1% & DUAL=2%
10 5 0 10 20 FUNC CLASS — LETTING DATE: IAN BERDEAU, PE 024828 ooQ 4����Q
r , URBAN ARTERIAL NCDOT CONTACT: LAURA SUTTON PE CPM JULY 17,2018 PROJECT DESIGN ENGINEER
v REGIONAL TIER RE.PROFILE (VERTICAL) "'
SIGNATURE:

PROJECT REFERENCE NO. SHEET NO.
N
STATE O NORTH �CARO LINA, DIVISION O F HIGHWAYS U-44o5
F B—1
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY. RAILROADS.- Note:Not to Scale *S,U.E. = Subsurface Utility Engineering WATER:
State Line ----- ----- Water Manhole
Standard Gauge CSX TRANSPORTATION Hedge Water Meter CD
Line
RR Signal Milepost MILEPOST 55 Woods Line -r°-r°-r°
Township Line Water Valve 0
Switch - 0 Orchard €� €� fl 4
City Line SWITCH Water Hydrant �0
RR Abandoned — — — — Vineyard eyaTd
Reservation Line WG Water Line LOS B (S.U.E*) ----w----
Property Li RR Dismantled EXISTING STRUCTURES.
P Yne WG Water Line LOS C (S.U.E*) --w--
Existing Iron Pin O MAJOR: WG Water Line LOS D (S.U.E*)
Computed Property Corner RIGHT OF WAY & PROJECT CONTROL: Bridge,Tunnel or Box Culvert ONC AT,W t.,
P P Y �` Above Ground Water Line
El Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall- coNc ww
Property Monument ECM TV.
Parcel/Sequence Number 0Primary Horiz Control Point 0 MINOR:
Existing Fence Line
-X X X- Primary Horiz and Vert Control Point , Head and End Wall coNc"W TV Pedestal
Proposed Woven Wire Fence
e Exist Permanent Easment Pin and Cap 0 Pipe Culvert TV Tower
N Permanent Easement Pin C O Footbridge �--------� U/G TV Cable Hand Hole �
New n an a
Proposed Chain Link Fence e P U/G TV Cable LOS B (S.U.E.*) ----TV----
Proposed Barbed Wire Fence 7-7 Vertical Benchmark m Drainage Box: Catch Basin, DI or JB ❑"B * -
Existing Right of Way Marker 0 Paved Ditch Gutter U/G TV Cable LOS C (S.U.E. ) -TV--
Existing Wetland Boundary ----w�a---- U/G TV Cable LOS D (S.U.E.*)
Proposed Wetland Boundary a Existing Right of Way Line Storm Sewer Manhole ® -----V
R U/G Fiber Optic Cable LOS B (S.U.E.*) --
Existing Endangered Animal Boundary EAa New Right of Way Line Storm Sewer * __V Fo-
�
Existing Endangered Plant Boundary a New Right of Way Line with Pin and Cap R U/G Fiber Optic Cable LOS C (S.U.E. )� UTILITIES: U/G Fiber Optic Cable LOS D (S.U.E.*) TO-
Existing
Historic Property Boundary "'E New Right of Way Line with m ^ POWER:
y GAS:
Concrete or Granite WW Marker
Known Contamination Area: Soil -� s � Existing Power Pole Gas Valve 0
b
Potential Contamination Area: Soil s New Control of Access Line with� Concrete C/A Marker �� Proposed Power Pole
Known Contamination Area: Water w Gas Meter
Existing Control of Access cam, Existing Joint Use Pole
Potential Contamination Area: Water - W ? ,A' U/G Gas Line LOS B (S.U.E.*)
New Control of Access Power
Joint Use Pole *
Contaminated Site: Known or Potential 7 U/G Gas Line LOS C (S.U.E. )
ower Manhole
Existing Easement Line E U/G Gas Line L05 D (S.U.E.*) °
BUILDINGS AND OTHER CULTURE.' New Temporary Construction Easement - e Power Line Tower ❑ Above Ground Gas Line A/c G-
Gas Pump Vent or U/G Tank Cap O Power Transformer
New Temporary Drainage Easement roe
o SANITARY SEWER:
Sign U/G Power Cable Hand Hole
New Permanent Drainage Easement PDE
Sanitary Sewer Manhole
Well ° H-Frame Pole �• OO
New Permanent Drainage /Utility Easement Due Sanitary Sewer Cleanout O
Small Mine U/G Power Line LOS B (S.U.E.*) ----P----
New Permanent Utility Easement rue
Foundation U/G Power Line LOS C (S.U.E.*) - -- U/G Sanitary Sewer Line �s
New Temporary Utility Easement rue Above Ground Sanitary Sewer ATc sa�Itary sewer
Area Outline New Aerial Utility Easement aue 0 U/G Power Line LOS D (S.U.E.*)Cemetery 0 SS Forced Main Line LOS B (S.U.E.*) ----Fss---
TELEPHONE:Building ROADS AND RELATED FEATURES SS Forced Main Line LOS C (S.U.E.*) -- --
.
School Existing Edge of Pavement Existing Telephone Pole f SS Forced Main Line LOS D (S.U.E.*)
Church Existing Curb ___ Proposed Telephone Pole -0-
Telephone Manhole O MISCELLANEOUS:
Dam Proposed Slope Stakes Cut --- C -- Utility Pole •
HYDROLOGY.' F Telephone Pedestal ❑
Proposed Slope Stakes Fill ------Stream or Body of Water Telephone Cell Tower Utility Pole with Base [
Proposed Curb Ramp cR UtilityLocated Object O
Existing Metal Guardrail U/G Telephone Cable LOS B (S.U.E.*) ----T---- Utility Traffic Signal Box 0
Jurisdictional Stream is Proposed Guardrail T T T
P * -T-- Utility Unknown U/G Line LOS B (S.U.E.*)
Buffer Zone 1 Bz I U/G Telephone Cable LOS C (S.U.E. )
Existing Cable Guiderail Buffer Zone 2 Bz z U/G Telephone Cable LOS D (S.U.E.*) T WG Tank;Water,Gas,Oil 0
Proposed Cable Guiderail
Flow Arrow U/G Telephone Conduit LOS B (S.U.E.*) ----TT---- Underground Storage Tank,Approx. Loc. (us )
Disappearing Stream �___ Equality Symbol P ( )
U/G Telephone Conduit LOS C S.U.E.* --TT-- A/G Tank;Water, Gas,Oil - 0
Pavement Removal Geoenvironmental Boring
Spring c,-- �____-� U/G Telephone Conduit LOS D (S.U.E.*) -T"
Wetland VEGETATION.- U/G Fiber Optics Cable LOS B (S.U.E.*)
____T Fo___ U/G Test Hole LOS A (S.U.E.*) m
Proposed Lateral,Tail, Head Ditch Single Tree -T FV_ Abandoned According to Utility Records AATUR
p U/G Fiber Optics Cable LOS C (S.U.E.*)
False Sum Single Shrub
p � U/G Fiber Optics Cable LOS D (S.U.E.*) T FV End of Information E.O.I.

PROJECT REFERENCE NO. �IIT NO.
U-4405 2A
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
W61
SEAL SEAL r..
PAVEMENT SCHEDULE
024929 022896
c 1 PROP.APPROX.1/2"ASPHALT CONCRETE SURFACE COURSE,TYPE S9.5B,
AT AN AVERAGE RATE OF168 LBS.PER SO.YD. Rl 2'-6"CONCRETE CURB AND GUTTER
PROP.APPROX.3"ASPHALT CONCRETE SURFACE COURSE,TYPE S9.5B, DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
C2 AT AN AVERAGE RATE OF168 LBS.PER SQ.YD.IN EACH OF TWO LAYERS. R2 -6"CONCRETE CURB AND GUTTER
PROP.APPROX.3"ASPHALT CONCRETE SURFACE COURSE,TYPE S9.5C,
C3 AT AN AVERAGE RATE OF 168 LBS.PER SO.YD.IN EACH OF TWO LAYERS. R3 8"X 12"CONCRETE CURB -L- VAR�ABI F EXISTING
PROP.VAR.DEPTH ASPHALT CONCRETE SURFACE COURSE,TYPE S9.513,AT
C4 AN AVERAGE RATE OF 112 LBS.PER SO.YD.PER I"DEPTH TO BE PLACED R4 5'MONOLITHIC CONCRETE ISLAND (KEYED IN) D2 C3
IN LAYERS NOT LESS THAN 1112"OR GREATER THAN 2"IN DEPTH. RADE 4 C5 D5 C3
E4 POINT
RADE D
POINT
PROP.VAR.DEPTH ASPHALT CONCRETE SURFACE COURSE,TYPE S9.5C,AT E4
c 5 AN AVERAGE RATE OF 112 LBS.PER SO.YD.PER I"DEPTH TO BE PLACED S 4"CONCRETE SIDEWALK
IN LAYERS NOT LESS THAN 112"OR GREATER THAN 2"IN DEPTH.
Dl PROP.APPROX.4"ASPHALT CONCRETLBSE PERT
YD.IATE COURSE,TYPE 119.013, T EARTH MATERIAL
I AT AN AVERAGE RATE OF 456 . SO. I
2112
PROP.APPROX.4"ASPHALT CONCRETE INTERMEDIATE COURSE,TYPE 119.0c, M u
D2 AT AN AVERAGE RATE OF 456 LBS.PER SO.YD. U EXISTING PAVEMENT 4" MIN.
MIN. 21/2
"IN
PROP.VAR.DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,TYPE 119.013 .
D3 AT AN AVERAGE RATE OF 114 LBS.PER SO.YD.PER I"DEPTH TO BE PLACE MIN
D Vl 1.5"MILLING MIN.
IN LAYERS NOT LESS THAN 21/2"OR GREATER THAN 4"IN DEPTH.
PROP.VAR.DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,TYPE 119.00, DETAIL SHOWING METHOD OF WEDGING
D4 AT AN AVERAGE RATE OF 114 LBS.PER SO.YD.PER "DEPTH TO BE PLACED V2 3"MILLING
IN LAYERS NOT LESS THAN 21/2"OR GREATER THAN 4"IN DEPTH. I
ElPROP.APPROX.4"ASPHALT CONCRETE BRASESO.COURSEYD. ,TYPE 325.013, W1 VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAILS)
AT AN AVERAGE RATE OF 456 LBS.PE
PROP.APPROX.4"ASPHALT CONCRETE BASE COURSE,TYPE B25.00,
E2 AT AN AVERAGE RATE OF 456 LBS.PER SO.YD. W2 VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAILS) -Y43-
PROP.VAR.DEPTH ASPHALT CONCRETE BASE COURSE,TYPE B25.OB,
E3 AT AN AVERAGE RATE OF 114 LBS.PER SO.YD.PER I"DEPTH TO BE PLACED W3 VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAILS) C4 C2
IN LAYERS NOT LESS THAN 4"OR GREATER THAN 51/2'IN DEPTH. E3 �Dl �D3 E3
PROP.VAR.DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
E4 AT AN AVERAGE RATE OF 114 LBS.PER SO.YD.PER I"DEPTH TO BE PLACED
IN LAYERS NOT LESS THAN 4"OR GREATER THAN 51/2'IN DEPTH.
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
12' u
21/2
MIN. MIN.
MIN. MIN.
75'
(UNLESS OTHERWISE DERECTED)' wz DETAIL #2 SHOWING METHOD OF WEDGING
PROP.GRADE
F- - - - - - - - PROP.
L �- - - - - - - - -
V2 MILL TO THIS LINE
T m/ I:
DETAIL FOR INCIDENTAL MILLING FOR -L- ALL OTHER Y-LINES
C5 C3
E4 D2 D4 E4
75'
(UNLESS OTHERWISE DERECTED)
PROP GRADE
1.5- Z='-
c F 1.�" f 211 u 2 12
L - - - - - - - - - - - - - - - - - - - - - MIN. MIN.
MILL T
Vj MIT 0 THIS LINE MIN. MIN.
DETAIL FOR INCIDENTAL MILLING ALL Y-LINES w3 DETAIL #J SHOWING METHOD OF WEDGING
0.
03

o' PROJECT REFERENCE NO. I SHEET NO.
a s m m U-4405 2A-2
w w w w ROADWAY DESIGN PAVEMENT DESIGN
VARIES Z Z Z Z ENGINEER ENGINEER
-L- (RAEFORD ROAD) _ _ OPZH CAq��•, ,.oPSH Cqq�•
H H H � �.P�F ESSI�:'TZ;, �:•pF ESSl�ly;
2
a a a VARIES VARIES VARIES VARIES< a9 ?`
75� :2SEAL �: SEAL r1
w 0' 1'-12' 11'-12' 4.5' 14.5' 11'-12' 11'-12' 10,
024929 i 022896
:FNGTNE�vp?: �q'•FNDTNE�e 5°'
2' GRADE 2' Mop Np?,, .9 s.MOPati,.
VAR 6 C3 a POINTS 1
1q°l TO 3.1) .02� 111, 5/ q/ �6" 6 4, 5, UNLESS DOCUMENT
LL NOT CONSIDERED
SIGNATURESCOMPLNAL
VAETED
61 C3 Wl R2 Wl C3 3e\l
VPR°�A'\j0 9,1T�03.- o r 02��.025025 02 vA � PAVEMENT SCHEDULE
S T Rl D2 - -4 - - - - - RE2 GRADE TO N pR°l4\1 - - - - - T - �9a1 TO 3.. C3 3^S9e5C
THIS LINE S T Rl D2 u E2 T E2 u D Rl T S a CONDU lovC IT
INSET OR BETTER 2 4"119.00
USE WITH TYPICAL SECTION I E2 GRADE
LINE TH S LIADE NE E2 NOTEa
-L- STA. 15+65.00 TO -L- STA. 44+47.18 IF WARRANTED, GUARDRAIL WILL BE E2 4" 325.00
-L- STA. 46+20.00 TO -L- STA. 62+83.12 TYPICAL SECTION I PLACED AT THE FACE OF CURB
-L- STA. 15+65.00 TO -L- STA. 76+45.00 R1 2'-6"CURB AND GUTTER
m m R2 I'—G"CURB AND GUTTER
z z (L-L- (RAEFORD ROAD) z z
J J J J R4 MONOLITHIC ISLAND
(KEYED_ _
M
VARIES VARIES
< < 9.25' TO 9.25' TO < < S SIDEWALK
10' II' 11' 20.25' 14.75' 11' 11' II' 10, VARIES
II'-12' 10' T EARTH MATERIAL
2' GRADE I• 2' m
POINT 1 1 1 2 U EXISTING PAVEMENT
5' z
J 4' 5' W1 WEDGING
x
VAR 9. 61 C3 Wl R2 R2 Wl C3 T O 3'\)
TO 3e/) .02 11" .025 .025 02 VAR°�Ae\ C3
025 .025N
V
v AR 4a\10 T — — — — — — �4e/TO 3ell - — — VAR. �qp
S T Rl D U E2 T E2 u D2 Rl T S 4/I CONDUIT S 1 TO 3e/)
E2 GRADE TO THIS LINE GRADE TO THIS LINE E2 OR BETTER D2 RI T
GRADE TO E2
6, NOTE: IF WARRANTED, GUARDRAIL WILL BE THIS LINE
2' TYPICAL_ SECTION 2 PLACED AT THE FACE OF CURB INSET 3
U -L- STA, 76+45.00 TO -L- STA. 137+04°00 USE WITH TYPICAL SECTION I
q z -L- STA. 148+88.00 TO -L- STA. 251+55.00 -L- STA. 37+75.00 TO -L- STA. 76+45.00
iE2
USE WITH TYPICAL SECTION 2
R a -L- STA. 100+00.00 TO -L- STA. 113+00.00
Vq �9el �
v PR°�4.\ -L- (RAEFORD ROAD)
IN
USE WITH TYPICAL SECTION 2 -L- (RAEFORD ROAD) 3.75' 11' 3.75'
-L- STA. 201+40.85 TO -L- STA. 220+73.87 II' 16.5'
10, 11' 11 11' 5.5' 11' 11' 5.5' 11' 11' 10, --
GRADE
o POINT
2 2 9 g
Lj
o R4 R4 0
ul) v,
5 64 R4 GRADE 6 .025 z G•025 .025� z .off
aVqR° 9°1TO 3,1J .o� C3 11 W� 0—DINT W R4 0� C3 VAR°�Ae\10 30\l — - - - - - - -- - - - - - - -
�4a\10 30\l —
- - - - - - - - - — — — — — — — — — — - — — — — — — — — — — — —
- - - - - - Wl U
- - - - — — \ VqR° go1T
0 3<U
S T Rl D2 u u D2 Rl T S MEDIAN LEFT OVER DETAIL
E2 GRADE TO THIS LINE GRADE TO THIS LINE E2 NOTE. IF WARRANTED, GUARDRAIL WILL BE USE WITH TYPICAL SECTION 2 AND 4
0 PLACED AT THE FACE OF CURB AT MEDIAN LEFT OVER LOCATIONS
TYPICAL SECTION 3 WITH 11' TURN LANES AND 3' ISLANDS
o i0
N 3
-L- STA. 137+04.00 TO -L- STA. 148+88.00

PROJECT REFERENCE NO. I SHEET NO.
U-4405
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
(�-L- (RAEFORD ROAD)
L) L) SEAL SEAL r..
VARIES VARIES
81 < < 024929 022896
VARIES VARIES VARIES 9.25' TO 9.25' TO VARIES VARIES VARIES
8' O'll' O'll' O'll' 14.7 5'� 14.75' O'll' O'll' O'll' 81
2' .......
2' GRADE, 2' DOCUMENT NOT CONSIDERED FINAL
N UNLESS ALL SIGNATURES COMPLETED
2'-6 u I I I POINT
VAR C3 2'-6 -5' 6" 2'-6
/TO 3.1) 61, R2 R2 (W- )
VA R C3 w
To
.025
J.O2 �025
�00 - - - - - - -
s T 4SDR21 PVC
VqR
�� R 1 D2 E2 E2 u D2 RI T S CONDUIT
T Rl D2 A. OR BETTER
E2 GRADE TO
THIS LINE E2 GRADE TO THIS LINE UHAUL TO THIS LINE E2
INSET 4
NOTE� IF WARRANTED, GUARDRAIL WILL BE
USE WITH TYPICAL SECTION 4 TYPICAL SECTION 4 PLACED AT THE FACE OF CURB
-L- STA. 269+12.00 TO -L- STA. 309+45.00
-L- STA. 251+55.00 TO -L- STA. 314+50.00
�-L- (RAEFORD ROAD)
VARIES VARIES
0' TO 0' TO
8' 10' 10' 9.25' 9.25'_ 10' 8'
2' GRADE 2'
I I POINT 1
DIN
VAR 611. To 3alJ .02 O,25 C3 w R C3
A..\A 0
0 �.015 1:0�21 w .025 02
VAR�_ -
0 -32,----------
T Rl D2 U (u U D2 R, T
u
E2 —GRADE TO E2 NOTEo IF WARRANTED, GUARDRAIL WILL BE
THIS LINE GRADE TO PLACED AT THE FACE OF CURB
THIS LINE
TYPICAL SECTION 5
-L- STA. 314+50.00 TO -L- STA. 319+95.00
PAVEMENT SCHEDULE
C3 3"S9.5C
CL-L- (RAEFORD ROAD)
D2 4"119-oc
VARIES VARIES VARIES VARIES
8' 0`12' 10'-12' 10'12' 10'-1 2' 81 E2 4"B25.00
2 l l 1 1 ' Rl 26"CURB AND GUTTER
2'_6 51- � 2 ­�2'-6 R2 1`6'CURB AND GUTTER
611 GRADE
VAR C3 POINT C3 3'\)
0 R 4 MONOLITHIC ISLAND (KEYED IN)
/ TO
.02
025 �O25,
S SIDEWALK
V R.
- - - - - - - - - -
EARTH MATE
RIAL
s s 0 T
T Rl D2 2 R, T
E2 GRADE TO GRADE TO E2 NOTE: IF WARRANTED, GUARDRAIL WILL BE U EXISTING PAVEMENT
THIS LINE
THIS LINE PLACED AT THE FACE OF CURB
TYPICAL SECTION 6 W1 WEDGING
STA. 319+95.00 TO -L- STA. 322+95.00

o' PROJECT REFERENCE NO. I SHEET NO.
N U-4405 2A-4
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
•OP'CH Cqq��•, ,.oPSH CgRO'••
@ •�F ESSI:ty% ��:•pF ESSl�'t2
SEAL ��'. SEAL �r'.
024929 022896
%c<,rN,:FNGTNE�e''vp?:, �q; '•FNGTNE�e'•0o�•',
'z,I�J�•�•', ,,9�S. MOPPt,,
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CE -Y5- (STRICKLAND BRIDGE RD.)
VARIES VARIES VARIES VARIES
10' 0' - 12' 0' - 12' 12' 0' - 12' 0' - 6' 12' 12' 10,
2' 2'
4 I
6
GRADE 611
2 R4
R1 C2 POINT C2 R1
AR' (q°l To �4a\1O ZD\l
ZaI) .off - o� .02 '02
VA
AR
v AR, 11 � 2eu
T DI U Dl T
E1 GRADE TO GRADE TO E1
THIS LINE THIS LINE
TYPICAL SECTION 8
-Y5- STA. 19+60.00 TO -Y5- STA. 20+65.04
-Y5- STA. 21+71.04 TO -Y5- STA. 25+55.00
-Y5- (STRICKLAND BRIDGE RD.)
VARIES
8' 8'" 12' 0' to 14.5' 12' 12' 10,
2,
CROWN 6
PAVEMENT SCHEDULE
�'qR r2 C2 POINT C1 C2 Rl \O 2\ C1 1.5^S9.58
/TO 04 ,EXIST EXIST, 02 v PR^�4e\
— \ V A (qel T
2//J D1 4 u9.oe
°\l T DI U DI T
�0 NOTE: IF WARRANTED, GUARDRAIL WILL BE
El GRADE TO GRADE TO El PLACED
W T THE
EER 3 FOR GUARDRAIL FACE
OF CURB E1 4"B25.0B
APR THIS LINE THIS LINE DEN
TYPICAL SECTION 9 R1 2'-6"CURB AND GUTTER
L
a -Y5- STA. 25+55.00 TO -Y5- STA. 28+00.00 R4 MONOLITHIC ISLAND (KEYED IN)
V
a S SIDEWALK
m
� T EARTH MATERIAL
m!
�o
U EXISTING PAVEMENT
o? W2 WEDGING
U�
O�
n

o' PROJECT REFERENCE NO. I SHEET NO.
U-4405 2A-5
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
•OP'CH Cqq��•, ,.oPSH CgRO'••
@ •�F ESSI:ly: ��:•pF ESSl�'t2:
SEAL ��'. SEAL �r'.
024929 022896
�'•.,FVGTNE�e'•0o�•',
-YI3- (SKIBO RD) -,r .J.. c .99 •..... Ppt,
....
10' 12' 12' 12' 7.5' 12' 12' 12' 12' 10' DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I I r f
5 q 91, 6' 91,
GRADE
VAR, 4e/T Rl C2 OR Cl POINT OR Cl C2 Rl lQe\1O 2e\l
° 2e a •02 .02 .02 v AR
- - - - - -I
- - - - - - - - - - -- - - - - - - - - - - - VAR°S11ll S 0T lDl DI El T
GRADE TO THIS LINE GRADE TO THIS LINE
TYPICAL SECTION 10 NOTEa PLACED WARRANTED, GUARDRAIL
OIF CURB BE
—YI3— STA. 16+50.00 TO —Y13— STA. 19+67.93 RESURFACE FROM 16+50.00 TO 18+15.00 WITH 1.5" S9.513
(�-Y43- (ROBESON ST)
I
10' 12' 12' 12' 12' 12' 12' 10'
1
2 I I I I I I 2'
6' - GRADE
W POINT W pl C2 Ill Zp\l
VAR lq°lT0 Sou o� 1 02 02 11" El 02 vARo�4'\j PAVEMENT SCHEDULE
vPR �Ae\1� 3e\l —
- - - — — — — — — — — — — -- — — — — - - - - — - - - — ` VAR. (gelT° 2ou C1 1.5°s9.513
S T
El U El T C2 3'S9.513
GRADE TO THIS LINE GRADE TO THIS LINE—/
NOTE: IF WARRANTED, GUARDRAIL WILL BE
PLACED AT THE FACE OF CURB D1 4"II9.OB
TYPICAL SECTION II
El 4" 325.013
-Y43- STA. 10+33.01 TO -Y43- STA. 18+43.12
R1 2-6"CURB AND GUTTER
R4 MONOLITHIC ISLAND (KEYED IN)
S SIDEWALK
T EARTH MATERIAL
L
a
U EXISTING PAVEMENT
V
a W2 WEDGING
m
v
v
m!
qo
oa
o�
N-�
H�
U�
O�
n

PROJECT REFERENCE NO. I SHEET NO.
U-4405
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
—RPB— (2 LANE RAMP) 12' SEAL SEAL r..
024929 022896
w
Lu 1.5'—
FDPS
VARIES
0-12' 12' 12' DOCUMENT NOT CONSIDERED FINAL
tc UNLESS ALL SIGNATURES COMPLETED
4'
FDPS 02 N
CROWN R. 0 3.0
lqe\ NOISE
El DI C2 T
POINT WALL
EX—
EXC2 T�O3- INSET 5
GRADE TO THIS LINE El Dl T WALL USE WITH TYPICAL SECTION 14
TYPICAL SECTION 12 -RPB- STA. 17+78.24 (RT) TO -RPB- STA. 21+12.14 (RT)
-RPB- STA. 10+00.00 TO -RPB- STA. 17+78.24
12' 6'-
W
LL] 4'
z FDPS
t02-1 .02 qel
El 77
Dl C2 T NOISE
WALL
RETAINING--1 .02
WALL
INSET 6
USE WITH TYPICAL SECTION 14
-RPB- STA. 19+71.99 (RT) TO -RPB- STA. 26+35.80+/- (RT) (BEGIN BRIDGE',
—RPB— (2 LANE RAMP) wLd wLd
—i —i VARIES
C-) u 4`12' A!
Li
30' 12, 1 12' 14' 18, Li
FDPS
C-D 4' 4'
FDPS FDPS
GRADE .02
072 POINT
_04 072 .08,
11 PAVEMENT SCHEDULE
�o 0 DI C2 T
El
C2 z"s9.5B
T C2
El DI T RETAINING—x
APR GRADE TO THIS LINE WALL
TYPICAL SECTION 14 D 1 4"119.013
-RPB- STA. 17+78.24 TO -RPB- STA. 26+35.80+/- (BEGIN BRIDGE) INSET 7 El 4" 325.013
-RPB- STA. 27+20.21+/- (END BRIDGE) TO -RPB- STA. 34+20.56
USE WITH TYPICAL SECTION 14
RPB- STA. 27+20.21+/- (RT) (END BRIDGE) TO -RPB- STA. 30+50.00 (RT) T EARTH MATERIAL
U EXISTING PAVEMENT

o' PROJECT REFERENCE NO. SHEET NO.
U-4405 2A-7
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
SURVEY OPSH CARp�'•, �QSH CAq�'•,,
e�.POF ESSI�:;l2.y:, �.PpF ESSl�1y9,
VARIES VARIES Q SEAL ��'. % S SEAL �r'. %
8' 11' to 41' 11' to 3 3' 8' 024929 022896
%c<,r:FNGTNE�Qvp?:, �q; '•FNGTNE�e'•0o�•',
',,•An._••J'gyp.,,. •,9jr•S...�GPp,'t
2 2 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
6
VAIR. Rl POST Cl W C2 Rl 2e\l
(9a/Tp C2
2e/) .off
•02 02 � �.02
_ _ _ _ _. _ _
N PR �4.\10 2:\1 % - - - - - - VAR, (4el TO 2rl)
T DI II" DI T
El GRADE TO El NOTE: IF
WARRANTED,E FACE OF CURB BE
THIS LINE
TYPICAL SECTION 15
-Y2- STA. 10+50.50 TO -Y2- STA. 11+20.00 -Y25- STA. 10+53.08 TO -Y25- STA. 11+75.00
-Y4- STA. 17+00.00 TO -Y4- STA. 18+12.03 -Y28- STA. 10+53.25 TO -Y28- STA. 11+20.00
-Y4- STA. 18+96.22 TO -Y4- STA. 19+70.00 -Y29- STA. 13+50.00 TO -Y29- STA. 14+29.17
-Y7- STA. 13+20.00 TO -Y7- STA. 14+18.26 -Y30- STA. 10+48.20 TO -Y30- STA. 11+15.00
-Y7- STA. 15+35.76 TO -Y7- STA. 16+45.00 -Y35- STA. 10+39.25 TO -Y35- STA. 11+75.00
-Y10- STA. 10+53.59 TO -Y10- STA. 11+45.00 -Y36- STA. 10+60.00 TO -Y36- STA. 11+61.86
-YII- STA. 10+42.52 TO -YII- STA. 11+60.00 -Y39- STA. 10+39.25 TO -Y39- STA. 11+50.00
-Y12- STA. 10+42.25 TO -Y12- STA. 11+50.00 -Y40- STA. 12+50.00 TO -Y40- STA. 13+56.49
-Y21- STA. 10+43.54 TO -Y21- STA. 11+10.00 -Y44- STA. 10+29.70 TO -Y44- STA. 12+00.00
(� SURVEY
VARIES VARIES
g' 8'* 10' to 24' 10' to 24' 81* g'
1 1
�qR GRADE
SFF X C2 POINT Cl 2 C2 Sic
SFcT oNs 4 e\ 04 L -off- -4 4e/ P CD
DLO I I" R
s���S�c T EIDI U DI
GRADE TO El T SFFXSEc PAVEMENT SCHEDULE
APR THIS LINE Cl C1 1.5°S9.513
TYPICAL SECTION 16 C2 3"S9.513
NOTE: WIDEN SHOULDER 3' FOR GUARDRAIL
D1 4"119.oB
-YI- STA. 14+20.00 TO -YI- STA. 14+75.76
-Y6- STA. 10+42.30 TO -Y6- STA. 11+20.00
E1 4"B25.oB
-Y9- STA. 12+15.00 TO -Y9- STA. 13+04.51
-Y14- STA. 10+44.61 TO -Y14- STA. 11+45.00
-Y15- STA. 11+40.00 TO -Y15- STA. 11+82.96 R1 2-6"CURB AND GUTTER
-Y16- STA. 10+42.27 TO -Y16- STA. 11+70.00
-Y18- STA. 10+47.17 TO -Y18- STA. 11+50.00
-Y23- STA. 10+42.26 TO -Y23- STA. 11+50.00 T EARTH MATERIAL
-Y26- STA. 10+42.25 TO -Y26- STA. 11+60.00 U Qo EXISTING PAVEMENT
oa
00
N3 W2 WEDGING
U�
O�
n

o' PROJECT REFERENCE NO. I SHEET NO.
U-4405 2A-8
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
•OP'CH Cqq��•, ,.oPSH CgRO'••
@ •�F ESSI:ly: ��:•pF ESSl�'t2:
SEAL ��'. SEAL �r'.
—S R — 024929 022896
—SR2— <,r:FNGTNE�e''vp?:, ;�q'•FNGTNE�e'•0o�•',
2, 2 '
8' 2' 10 10, 2 8' DOCUMENT NOT CONSIDERED FINAL
PS PS UNLESS ALL SIGNATURES COMPLETED
1 1
GRADE
VqR C2 POINT 0 A
02 02 04
T 11
GRADE TO Dl El VqR r2°
THIS LINE TYPICAL SECTION 17 �0 g°/J
PR
—SRI— STA. II+38.00 TO —SRI— STA. 18+65,09
—SR2— STA. 10+10.35 TO —SR2— STA. 12+11.99
-SR3-
4' 2' I' II' 2' 4'
1 1
GRADE
VAR° gel TO C2 2cU PO.02 `2INT v AR l4a\TO
o� 02 2a\1
AR. .1T
V AR° II" o 2e/J
—Y31— GRADE TO DI El RI T
THIS LINE TYPICAL SECTION 18
II' II' 8' —SR3— STA. 10+39.58 TO —SR3— STA. 13+20.00
2'
21. 2,
6" GRADE
VAR. 3e Rl C2 POINT Cl W C2 Rl
T 0 2e lJ �•02_ _ .o—�_ _
i.02 VAR°l4e\
- - - - - - - - VAR. ge/T
0 2e/J
T Dl � II" Dl T
El El NOTEe IF WARRANTED, GUARDRAIL WILL BE
GRADE TO PLACED AT THE FACE OF CURB
THIS LINE
TYPICAL SECTION 19
PAVEMENT SCHEDULE
L —Y31— STA. 10+50.00 TO —Y31— STA. 11+57.90 C2 3°S9.513
o_
N D1 4°119.0B
a
El 4" 325.013
a
a
o
R1 2-6"CURB AND GUTTER
N3 T EARTH MATERIAL
U�
O�
n

PROJECT REFERENCE NO. SHEET NO.
N U-4405 2A-9
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
•�FSH 1CggO'• •'�PjN'�gRO�''.
,��•�F ESSI�'Tti: ��•OFESSI O
•'l2
i QP O
SEAL ��'. I SEAL
024929 022896
PvGnA O•'FNGINE�P,.`': :C+'•. P:'2
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-LI- (RAEFORD ROAD)
VARIES VARIES VARIES VARIES
36'-48' 18.5'-38' 18.5'-38' 24'-48'
VARIES VARIES VARIES
0' 12' 24' 0'-12' 0'-12' 24' 0'-12'
2' i 4 41 r ` ! 1 41
Ivl f I
2' 2' L I L I L I I J 2'
Vq 6" C3 C3 PS PS C3 PS
R. �9e/T
EXIST EXIST EXIST EXIST EXIST
\4a\TO 3e\l — - - - - - - - - - — ` VgRlgg�E vAR\PB�� ' — - - - - - - - -- - - - - - - - - - - — — — — — —
— — \ VgRIggCE
V AR° S — — — Vl Vl
T RI D2
E2 GRADE TO
THIS LINE
TYPICAL SECTION 20
—LI— STA. 95+00.00 TO —LI— STA. 115+65.00
PAVEMENT SCHEDULE
C3 3"S9.5C
D2 4"119.00
E 2 4"B25.00
R1 2-6"CURB AND GUTTER
S SIDEWALK
-o
T EARTH MATERIAL
a
U EXISTING PAVEMENT
yo
mi
ti
o°
0
U�
O�

3 k PROJECT REFERENCE NO. SHEET NO.
U-4405 28-1
- RETAINING WALL DETAIL -W ALLI - & -W ALL2 - o RM1S SHEET NO.
m � Nq
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
II s � .•OPjH,OgHp('',, J�SH'CARO��O,i
SEAL
EAL
-----__--
..
-- ---
r
47
024929
- -------- _------ ---_-- ----I .�.op••`°Ng'NEO�+�,,��:
NBL ALL AMERICAN EXPRESSWAY BST
-AA- ----- -- NBL aL DOCUMENT NOT CONSIDERED FINAL
-- --- --- - --- ---- ---
_ ----- -- UNLESS ALL SIGNATURES COMPLETED
---- ---- ---- --
- BEGIN RETAINING WALL 2 - - - EXPRESSWAY BST
- - + A L_l SBL ALL AMERICAN EXPRESSWAY BST -WALL2- Pl �.yQ.�1+�, _ _ _ __ SBL RICAN
---- �L -- --_____ - �,7'
WALL2 PI Stn.Il+gg,/2 L Sta.12+75.79 ALL AAIE
_ RPB STEI 2T+567b �25
-RPB- STAJ3+?rotes------ =RPB=STA 27+3912 T ----� ------ --- - -- - STA 14+36.4/
- - -
_-- OF1-36_63�� -- F T - T 2� OO.P E
.. -.- - - - - - - - - - - - - - - - - - / y.- - - - - - - -
- - - F
- - _ - GRAU 350 _ _ _
.. TYPE-IIImi P CAT1 S /7 36'00./'E
-RPB- -RPB-
IY�3 TYP
ILW/1' - - /- S 9'00.1'E / Z_ -F . - -�� _ - y "'V"e
�.'
- - / FI _--
G DE POE �d r POE POE POERETAININGHALL l +� �pw e
84 /� x - P1 Sta.
AL - 97
STA
25+75J +36. O� TOF BST
PH IT - OFF 36.50'R /'�
D 98 P 841
it PB 62 PG 3
� � rya
,-BE Nt�N
I p 383 r N ? I -I� � 90 c
BETTY M REEVES
YAW K I E' - N B 622PG G83I / - P� j Q�L/ /� B�
N B 6647 1 29 II a 6� ' // '/l AINING��WALL 2\\\ \\ l
4
\DOF*AL DEITZ BELL �� ��� � , � ,/moo'� � l// \\/l /l / 4 76.93
l°E 611 IC 62 PC 244 -� � -WALL/- PI Sto.9+13.93 = � , , //
� RPB=-ST e 2a,9 07 38 z 0 F 34.00'RT
37'8 07 / o
RNCREEK BR gym--��\ �\ c l e3 //�j / 50 25 U 50 100
FE A AZBST A
A
PLANS
-W ALLI- ENVELOPE END R- ATA 1 W l -W ALL2- ENVELOPE PROPOSED WALL DOES -WALU- STA I4+62 7= PROPOSED WALL DOES
NOT ZERO OUT TO -RPB- TA 25+75J
EXISTING GROUND.USE APPROXIMATE WALL FACE AREA = 12,522 SOFT OFF 36 0'RT APPROXIMATE WALL FACE AREA = 6,723 SOFT NOT ZERO OUT TO
EXISTING GROUND.USE
2.1 FILL SLOPE TO -W LI- STA l +87.86 = THE WALL ENVELOPE DOES NOT ACCURATELY THE WALL ENVELOPE DOES NOT ACCURATELY 2.1 FILL SLOPE TO
WRAP END OF WALL -R B- STA 22 ooDo DEPICT THE ACTUAL FACE OF THE WALL -WAIJ - STA 14+.57.86 =
AND TIE TO EXISTING. of 3650'RT -RPB STA 25+ 0.00 DEPICT THE ACTUAL FACE OF THE WALL WRAP END OF WALL
EL 223.44' OFF 650'RT - ALL - STA 12+ 1.46 = AND TIE TO EXISTING.
EL = 23326' -RPB- STA 28+OCDO
- ALLI- STA +87.86 = -WALLI- TA 12+37.8 = - /- STA +37.86 = BEGIN R TAINING WALL 2 OFF ��_ TA 12+8/5 =
-APB- STA 2+00,pp -RPB- STA 23+50.0 - B- STA 2 +50.00 - L2- STAl1+70 5 - EL = 32J8 -RPB- S A 28+50
0 3650 RT OFF 365 RT OF 3650'RT -RPB- TA 27+39J OFF 34J8 RT
240 EL = 219.85' EL = 228 3' EL = 231.68' 240 240 ELF 2 90T EL = 4J R 240
-W l- STA 9 37.86 = -WALL l- STA 11+ ,66 =
-R - STA 20 50.00 -RPB STA 23+ pp -W LL2- STA l 50.00 =
-R B- STA 29 5000
OF 3650'RT OFF 650'RT OP OF W L OF 35.75'RT
230 EL 218.31' EL = 227J3' 230 230 TOP F WALL EL 22686' 230
BEGIN RE AIMING WALLl - ALL2- STA 14+28.74 -
- ALLI- T 8+6020 = -WAL l- STA 13 67,86 = - PB- STA 0+00.00
-RPB- STA /9+71.99 -RP F,- STA 25+ .00 Of F 34.4/'RT
OFF 36.6 'RT OFF 6.50'RT -WALL2- A 11+81.36 E = 224.54'
220 EL = 2/6. 0' EL = 232.6/' 220 220 -RPB- ST 27+50.00 220
-RP - STA 211 00 OFF 28DO'RT -WALL2- S A 13+31J0 E D RETAIN/ WALL 2
- ALLI- S A 8+87.90 - ALL/- TA 10+37,8 = OFF 36.50 RT -WALL/- TA 12+87.8 = EL = 233. -RPB- ST 29+00.00 - L2- ST / +7633 =
-RPB- ST 20+0020 -RPB- STA 24+Op OFF 35.46' T - PB- STA +50.00
-RPB- S A 2/+50.00 EL = 22528'
210 OFF 3659 T OFF 365 'RT OFF 365 RT BOTT M OF WALL EL = 229J OFF 22. R
_ __ 210 210 E = 22z97' 210
EXISTING GROUNDEXIST/ GROU D
BOTTO OF WALL
�o. �. co• In ob �� �o
200 0°o cow °Q� �� m°' `4� �`�° �� �a �� rn� 200 200 «Jb v,"? ao
�co � °+°o vN gN 200
w
a Opt �Q �N roo oN W
pN �N �N NN NN r�N MN PN �N \N NN NN MN I II I J �
�N coN rn n m n I II I II R II
I I II II II J J J J II II II II II I +N JII
W�W 100 ww25 0 50 100
w190 I J 1 1 190
w
PROFILE (HORIZONTAL)
THE TOP OF WALL IS DEFINED AS THE POINT WHERE THE GRADE INTERSECTS THE BACK OF THE WALL.
180 THE BOTTOM OF THE WALL IS DEFINED AS THE POINT WHERE THE GRADE INTERSECTS THE FRONT OF THE WALL. 180 180 10 5 0 10 20 180
USE A WALL THICKNESS OF 12'FOR ALL RETAINING WALLS WHEN DEVELOPING THE WALL ENEVELOPE.
03 REFERENCE INFORMATION IS FROM RETAINING WALLS AND SOUND BARRIER WALLS MEMO DATED JULY 29,2005. PROFILE (VERTICAL)
N�
8 9 10 11 12 13 14 11 12 13 14 15 16

PROJECT REFERENCE NO. SHEET NO.
249 U-4405 2B-2
\ \\ \\\ \ \ RETAINING WALL DETAIL -W ALL3 - �yyy Eg RM1V SHEET NO.
\ 376 \ F \\ \\ OF CUMBERLAND COUNTY N4o ayzp ROADWAY DESIGN HYDRAULICS
\ \ r\\ \ \ \ \ Q -
CLIFFORD N. \ \\ WI LIAM EN III DB 4099 PG 778 71 ENGINEER ENGINEER
\ r ` D 2905 G II z O pururnr
DB 671 0 0 0:•'F ESS'•..ry: �:OQ............./,�!O
, g 169
apS ROB'', d�N CAB07 i�
PG 458 \\ .Ub h91 HU b9h
SEALo�<v: fv��ESEAL���.
51.I7 024929 ; 20147
/ rFo/r�c I �» I p o<•.Fry0iN6�e:•?�• •�•cq•.NC INE.`�aG�J�
ON iNDQ'F• r�KF.FLE J`
/ I gyp- - — - -- PUE PU tT PU F f�UE F C F '''•„,
•anr,rrL.v
ECM - - - - � _ b � � - -
-TDOCUMENT NOT CONSIDERED FINAL
--w- - --- -- --- - 6, I�r� - - ___ -_ _ E z e.547 UNLESS ALL SIGNATURES COMPLETED
-y-- - - -- e. o>- cr-----w-- - w�= - —
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II \ \ \ \ OFF 57.81'RT
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--... ... 5
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50 25 0 50 100
5U'\ II N 826-5°5.27'
TOP=211.84' PLANS 'OODYAR
270 —W ALL3— ENVELOPE 270
APPROXIMATE WALL FACE AREA = 313 SOFT
THE WALL ENVELOPE DOES NOT ACCURATELY
260 DEPICT THE ACTUAL FACE OF THE WALL 260
250 250
240 -WAL 3- STA 10 30.30 = - ALL3- STA 10+8OB3 - 240
-L- STA 2 8+0000 - - STA 258 50.00
nFF EL 221.75, Ei = 221.52'
230 TOP of 230
BE IN RETAIN/ G WALL 3 WALL END RET41NING WALL 3
-W 3- STA O+OOAO ST 10+86.0 =
OFF 57.85'RT OFF 57.6'RT
220 EL = 221.69' EL = 22I 54' 220
O O
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a ON ON pN O_
NOT ZERO OUT TO
11 " 1I I1 1I 11 EXISTING GROUND.USE
N
Q-LaiQ-W �W 2-/FILL SLOPE TO
a 200 OF W L EXISTINGAND EN O EX ST STING.
D OF WALL 200
GROUND 100 25 0 50 100
PROFILE (HORIZONTAL)
190 190
0o THE TOP OF WALL IS DEFINED AS THE POINT WHERE THE GRADE INTERSECTS THE BACK OF THE WALL. 10 5 0 10 20
THE BOTTOM OF THE WALL IS DEFINED AS THE POINT WHERE THE GRADE INTERSECTS THE FRONT OF THE WALL.
USE A WALL THICKNESS OF I2'FOR ALL RETAINING WALLS WHEN DEVELOPING THE WALL ENEVELOPE.
REFERENCE INFORMATION IS FROM RETAINING WALLS AND SOUND BARRIER WALLS MEMO DATED JULY 29,2005. PROFILE (VERTICAL) 180
U�
10 11

p' PROJECT REFERENCE NO. SHEET NO.
INTERSECTION DETAILS R40HEET NO. 28-3
ROADWAY DESIGN HYDRAULICS
NOT TO SCALE ENGINEER ENGINEER
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024929 20147
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PROP.2'-6"C&G DOCUMENT NOT CONSIDERED FINAL
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1 5"MONOLITHIC CONC.ISLAND
R=50' I
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rn R=3' N ,
n
R=50'
INTERSECTION OF
RAEFORD ROAD (-I-)
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PROP.2'-6"C&G
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l8'
PROP.CONC.SIDEWALK
PROP.2'-F C&G PROF.CONC.SIDEWALK
INTERSECTION OF \
RAEFORD ROAD (-I-)
AND FESTIVAL DRIVE (-Y2-)
(SEE PLAN SHEET 4) l
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R=30' R=3.25'
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14.75 PROP.l'-6"C&G - -
9.25'
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PROJECT REFERENCE NO. SHEET NO.
INTERSECTION DETAILS �-4405 28-4
RAW SHEET NO.
ROADWAY DESIGN HYDRAULICS
NOT TO SCALE ENGINEER ENGINEER
m ,roPtH'CAgo(,I', ,`ununrr rr
;•P�FE Sro'••yy= p`�?�?EESS/p,'�9��0
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024929 20147
P�'•.RiyciNE��'•? '.�.e,P••`.r4,
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12' 12' 12' 12, = 12' 12' 12'
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PROP.CONC.SIDEWALK
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— R= Y MONOLITHIC CONC.ISLAND
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CR
+33.89
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AND SKIBO ROAD (-Y13-)
(SEE PLAN SHEET 13 AND 14)
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p' PROJECT REFERENCE NO. SHEET NO.
U-4405 28-5
RW INTERSECTION DETAILS ROADWAY DESIGN SHEET NO. HYDRAULICS
ENGINEER ENGINEER
NOT TO SCALE •oPz""c' °tHCARo •,,
aP
SEAL SEAL
024929 20147
°•+FNGINE�P•2 ;"AG!
,'`r�ON,J., p'•• y��4iNK F.FLEMJJ
DOCUMENT NOT CONSIDERED FINAL
TIE TO EXIST.C&G UNLESS ALL SIGNATURES COMPLETED
TIE TO EXIST.C&G 30, PROF.2'-6"C&G
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20, 30'
R=30,
Ln
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—� N R=25' 5"MONOLITHIC CONC.ISLAND BETWEEN
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(SEE PLAN SHEET 18)
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24 55
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PROP.2'-6"C&G
_ 42' PROP.8"x 12"C&G
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(SEE PLAN SHEET 15) MEN R=3.75'
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p' PROJECT REFERENCE NO. SHEET NO.
U-4405 28-6
INTERSECTION DETAILS ROADWAY DESIGN SHEET NO. HYDRAULICS
NOT TO SCALE ENGINEER ENGINEER
•oQ,tH�CAq���., O`t�,,CA p��i�
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024929 20147
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j I L
R=30' INTERSECTION OF
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AND TWIN ACRES DRIVE (-Y31-)
~ R=50' ~ (SEE PLAN SHEET 24)
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PROJECT REFERENCE NO. SHEET NO.
U-4405 28-7
RAW SHEET NO.
ROADWAY DESIGN HYDRAULICS
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INTERSECTION DETAILS pPjH CgRO�''., ��H'�AR��•.
NOT TO SCALE e SEAL �� _X.
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024929 20147
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18' I8'
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m
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RAEFORD ROAD (L-)
AND SOUTH BOUND EXIT RAMP
FROM ALL AMERICAN EXPRESSWAY (RPB-)
(SEE PLAN SHEET 22)
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PROJECT REFERENCE NO. SHEET NO.
U-4405 2B-8
INTERSECTION DETAILS ROADWAY DESIGN SHEET NO. HYDRAULICS
ENGINEER ENGINEER
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024929 20147
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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30' -
o_ 4-
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y o N R=/.5' y (SEE PLAN SHEET 26)
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SHEET
NO.
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DESIGN
NO.
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ENGINEER ENGINEER
NOT TO SCALE I
A,IR, 0 CA SI
SEAL SEAL
024929 20147 z
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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INTERSECTION OF
RAEFORD ROAD (-I-)
AND ROBESON STREET (-Y43-)
(SEE PLAN SHEET 27)

PROJECT REFERENCE NO. SHEET NO.
U-4405 28-10
INTERSECTION DETAILS ROADWAY DESIGN SHEET NO. HYDRAULICS
ENGINEER ENGINEER
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024929 20147
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(SEE PLAN SHEET 27)
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PROJECT REFERENCE NO. SHEET NO.
i U-4405 2C-1
I
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2'-6"
I
6" 2'-Orr
MEDIAN ° r�6C.O
12" MAX PROPOSED 4' OrrBARRIEREDGE OF2'-0" 2' 0" PAVEMENT M M2"
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LEAN GROUT
,
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ALTERNATE N0.2
ALTERNATE NO.3
I
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I
NOTES:
GRATING
DIRECTION BEARING BAR USE GRATE ASSEMBLIES FABRICATED FROM STRUCTURAL STEEL
ANGLED SPACER BARS OF FLOW HORIZONTAL
A �z SPACER BARS B MEETING THE REQUIREMENTS OF ASTM A 570, GRADE 36 OR ASTM
I
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WELDED TO GRATE
ig/„
USE SLOTTED DRAIN PIPE THAT IS ADEQUATE FOR AASHTO H2O
SOLID WEB SPACER 1�
„ „ LOADING WHEN INSTALLED AS SHOWN.
� �6 �6
6" THICK
, %g" THICK USE SLOTTED DRAIN PIPE FABRICATED FROM ALUMINIZED
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H Co
PIPE ¢ M274 TYPE 2.
PIPE
I
NCDOT ALLOWS THE USE OF SIMILAR GRATE CONFIGURATIONS
m
MEETING THE REQUIREMENTS OF THIS DETAIL, THE REQUIREMENTS
4o HORIZONTAL OF THE SPECIAL PROVISIONS, AND THE APPROVAL OF THE ENGINEER.
VARIES SPACER BARS
I
I �
SECTION A-A SECTION B-B
I �
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TYPICAL GRATE DETAILS ,� CA
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I � •` SEAL !.
I N -
i � 022966
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j LENGTH OF GRATING 51/2" %2" 10�/2" 1/2,, MODIFIED
HUGGER
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LEAN GROUT UNLESS ALL SIGNATURESEGOMPL'EN TEG
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. . . . . . . . . CONTRACT STANDARDS
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PIPE_ PIPE O.D. PLUS 24'± DETAILS OF SLOTTED DRAIN
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DETAIL AT END OF PIPE TYPICAL COUPLING BAND MODIFIED COUPLING BAND SLOTTED DRAIN PIPE INSTALLATION
��i ORIGINAL BY: T.Spell DATE: 5-21-99
loo MODIFIED BY: DATE:
0i CHECKED BY: DATE:
=cii� FILE SPEC.: s:us,\details\stand\slottdrain.don

------------
PROJECT REFERENCE NO. SHEET NO.
U-4405 2C-2
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y2 NOTES:
-REFER TO STD. NO. 840.14 AND 840.15 FOR
DRAINAGE STRUCTURE.
SHEET 1 OF 1 -REFER TO STD. NO. 840.16 FOR GRATE AND FRAME. ISHEET 1 OF 1
852D06 1852DO6
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SEAL CONTRACT STANDARDS
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ORIGINAL BY: KKEMPF DATE: 8/2/10
MODIFIED BY: DATE:
DOCUMENT NOT CONSIDERED FINAL CHECKED BY: DATE:
�� UNLESS ALL SIGNATURES COMPLETED FILE SPEC.:KKEMPF\ENGLISH\852D0601.DGN

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
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g 2 25 II 27 X PB?91PG q51 CY THIA HARRIS STEV
DB 7425 PG 883
M / O J2ELLAR CLAUDINE O I / PB 19 PG 45
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PROPER IES DB 6 18 PG 465 DB 6I06 PB 294 p x {�
DB 5776 PG 75 PB 3 PC 117 �e'Gp� PB 104 PB 101 1,54S PIKE,LLC / B 19 PC 45� DEL C CAULDER ❑ 7 44
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41
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— PROP CONC SIDEWALK 8 SR83• ,3z 6: /� Ex5"'"oR�w NOTE•SEE SHEET 33 FOR -L- PROFILE
P za \ - SESFIEET 46 FOR -Y3- PROFILE
I (NYC \ .0 CpN

PROJECT REFERENCE NO. SHEET NO.
U-4405 4
\ FF3 CONE SW RAN SHEET NO.
m
JOHN W.WILLIAMS / 10LEW000 OR 18'6ST '
& �yIFE ROADWAY DESIGN HYDRAULICS
DB 4041PG 657 ------- PNG z'PL T _I h
PB 57 PG 33 - - ENGINEER ENGINEER
/ II \, III_ f3 •.•OPjH CAAO�'', po',N �CARO�,,
V �•e�:pF ESSI'• �.(6 ....... �N
/ ^ JAPES A L II I SEAL .a SEAL
O NN
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UNLESS ALL SIGNATURES COMPLETED
201.36''N 76 E I I 2 MTL S 4•CO C SW I III
1.36'
N 76°o1'3r E ,� CONGDAVID F SEA I III j
O 50.00, 105.76' \ & WIFE 25FD ^ I 'CONC W
DB 3214 PG 2 8 y L I I` 25FD
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ZARKO JOHNSONN i G C'� I
DB 6073 PG 155 jaa> -BY- # 4 - I \\ _ I - 1 I" DB 587 P.PC 181
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FJLIIT- TIE IHN'wI�T oN @M
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m EX INN a. c ELL° E I NL 1N5 4 0 _. 00.0 \ EX RhVHIRLEY A FONTAINE J�' In QQ 50
Z GI -TV-- \�M REbPLIE_ I- 040 O 8 EX RI
0410 /. 86,. 0' DPB3573 CC33 +33.76
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50 PG 359
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LI DRIVE THRU 7 T I r=-
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a 'N I SEE SHEET 46 FOR -Y2- PROFILE
PROP CONC SIDEWALK SEE SHEET 52 FOR -Ll- PROFILE
SEE SHEET 2113-3 FOR INTERSECTION DETAILS

C' PROJECT REFERENCE NO. SHEET NO.
Q`
U-4405 4A
m \ R'W SHEET NO.
DETAIL 16 DETAIL 11
eks/ RIP RAP AT EMBANKMENT 1 ENGINEER ENGINEER
rN SPECIAL LATERAL
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FAYETTEVILLE VA COMPANY,LLC
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BEGIN ,TlP PROJECT U-4405 �
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/ BRADFORD INVESTMENTS,LLC
DB 8949 PG 112
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-Y51- Sto.16+13.41
a
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NOTE: SEE SHEET 52 FOR -Ll- PROFILE
U G
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0' PROJECT REFERENCE NO. SHEET NO.
0
U-4405 4B
° DETAIL 11 ^ RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
SPECIAL LATERAL BASE DITCH T
I Not to Scale) O ENGINEER ENGINEER
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a FROM STA.96+90 TO STA.100+50-Ll-LT L = 746.47' ••.1_
T - '
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SE = EXIST.XIST. 400
-Y5/- POT Sta.10+00.00 UNLESS ALL SIGNATURES COMPLETED
GODFRED 0.MENSAH 'ING NORLAN B.BILLER AND
AND WIFE SHARON S.MENSAH R� A'ETHERDALE DRIVE WIFE JULIE T.BILLER
DB 8416 PG 628 DB 6414 PG 692 I ` -Y52- POT Sto.10+00.00
s 74•I7'sr w— BM 41- PG 57 BILLY G,THARPE,JR AND ��� 4B'wF-\LANDSCAPEDI
BM 41- PG 57 I I I I
WIFE BRENDA J.THARPE �„w RENATA N.DEJESUS AND � EXISTING R/w 4e^wD _
o DB 6710 - PG 679 -o HUSBAND ELIAZ DEJESUS Im --- - DARIN A.LINDSAY ANDzS l5°4334.7E
B PG 57 a B 9A I l LANDSCAPEIWIFE DAPHINE LINDSAY II
i WILLIAM R.WORTMANN BM 41- PG 5 , '' LANDSCAPED DB 3964 - PC 545
DB 3681- PG 788 _ GATE1 '/ AREA Q BM 42 - PC 63 II Im BEGIN CONSTRUCTION
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z{'`�wD �_ I _^ V II -Y52- Sto.11+28.00
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11 BM C7 - PG 140 / DBNN B.M L OD 1 al I P1 " o o MTL
m DB 4545 - PG 347 EI o
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93'(TOTAL) 148.59, A lEo /11 i
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-Ll- Sfa.109+4581= ENTERPRISES
/J/ D PB 280 PC 1888
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PROJECT REFERENCE NO. SHEET NO.
DETAIL 17 I L7 BST U—BhV40HEET NO. 5
JOHN&W.VII ELIAMS SPECIAL ILA- aIeV'DITCH VVVV ,
W F �'� ROADWAY DESIGN HYDRAULICS
m ENGINEER ENGINEER
DB 4041PG 657
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QT NoNrcl \°t FI11 I / J`�PSH OARp�'•, .:�\ti,CARO/�i
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a m DB E8802 PGN 597A x I RETAIN SYSTE I iliio�"�
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PB 57 PG 33 I0 I NO CLAIM .�CONC Bsr �� z� 115.00'�T r 8"' I a 53 Sall 0 \
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PROJECT REFERENCE
SHEET
NO.
O
U-4405
SR 1409 71ST­5CH00L W
I� PW SHEET NO.
464 ROADWAY DESIGN HYDRAULICS
111
ENGINEER ENGINEER
2 141 C5,
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4441w' Q 024929 20147
•2018 ADT SR ao ,4
201 A.
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UNLESS ALL SIGNATURES COMPLETED
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NOTE: SEE SHEET 33 & 34 FOR -L- PROFILE
PROP CONICSIDEWALK BASE WIDTH-+/-10' BASE WIDTH=+/-10' MAVASSAS ST 24'RST
--A DESIGN EXCEPTION FOR LANE 9`10TH IS SEE SHEET 46 FOR -Y4- PROFILE
REQUIRED FOR -L-STA.38+95.00 TO -L-319+95.00

0' PROJECT REFERENCE NO. SHEET NO.
0
U-4405 7
R•W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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Un
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of ST = 33.33'
BST �i +45.32
1T esr /-7 6' 167 111-37 BST " 159.00'LT
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III
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PROJECT REFERENCE NO. SHEET NO.
0,
-L- U-4405 8
m 5 833 R°W SHEET NO.
R1/02,39 qg• g3b°W PIS Sto 6/+82°97 P/Sto 65+10.09 PIS Sto 68+36A4 ROADWAY DESIGN HYDRAULICS
.00, F s 53581 Os = 0°45'14.0" 0 = 8°50'29.8"(LT) es = 0°45'14.0" ENGINEER ENGINEER
Ls = 100.00' D = P 30'28.0" Ls = 100.00'
R,2 LT = 66.67' L = 586.40' LT = 66.67' :'��PtHES'sRO�j .��N lCARO�N,�1s'�.�
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93j'F R`2230, m R = 3.800.00' SEAL <; _ tam SEAL 9�•°
DETAIL 1 20147
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/ PB 137 PG 124
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c 2
57'W
m 25.70
a
298.67'
-O
LLl
2
a�
ti m
a
N
a PROP CONC SIDEWALK
a
o _'A DESIGN F-YCFP77ON FOR LANE WIDTH IS NOTE: SEE SHEET 34 & 35 FOR —L— PROFILE
o� REQUIRED FOR -L-STA.38+95.00 TO -L-319+95.00

0' PROJECT REFERENCE NO. SHEET NO.
0
U-4405 9
PIS Sto 8I+21.39 PI Sto 84+71.94 Pls Sto 88+21.95 RW SHEET NO.
N 66°40'23'E es = 9 27'17.0" L = 5'45'54'2°(RT) es = 0.2T 17.0" ROADWAY DESIGN HYDRAULICS
N 6 25.60' E
Ls = 100A0' D = 0'54'34.0" Ls = 100.00' ENGINEER ENGINEER
1n � -" 267.66'
225.60'
DETAIL 2 LT = 66.67' L = 633.90' LT 66.67' s " a �,,,,CA,,,,,
N STANDARD BASE DITCH DETAIL 4 ST = 33.33' T = 317.2Z ST - 33.33' .".,O\A H Cq'O(.'' ,��`N 80!�p���
^=Yno _Y5_ 1"w 1.U.I.) TOE..PROTECTION1) R = 6,300.00' .QPpFESSIp•.29?, C�2�:DEE55/pN.F9�.
:...... J. 0..........,,
P1 Sto 15+94.46 "°°'°' , "°'°ro' SE = 0.025 1 O SEAL �'< ?ate ESA` _
\ = Gm°°a re a:: ti. G.°°°a P - ?: SEAL i
34/0'44.0 (RT) a D N01Drol °`s Q°
M1• �� Q ry 024929 20147
D l0'44'58.8x Ground y- F
\ - Gee xBle B MiD.D= z.o H. d (� so7'•.6ryG INFO��s �'.,.°qs NCINEF:•�V�J•
L - 3/7.95' M°z.d= 6.0 Ff. d= 2.0 Po >Q 4i'........ ;`'" FLE�\�o
T 163.86' •when B Is< 6.0' B= 3.0 Ff. 6= Geo a ile \` J• IIII„„pUy��
R = 533.00 Type of Liner= CLASS I RIP RAP Type of Liner= CLASS B RIP RAP
FROM STA.77+03 TO STA.77+90-L-RT FROM STA.83+50 TO STA.84+50-L-LT DOCUMENT NOT CONSIDERED FINAL
FROM STA.78+76 TO STA.78+95-L-LT Q UNLESS ALL SIGNATURES COMPLETED
-Y5- PT o.17+4855 O '- R, CLASS II RIP RAP Q
y- �\ EST 52 TONS
Sto.8/+54.72 GE TEXTILE
RAEFORD CORPORATE PARK c> y \
PROPERTY OWNERS ASSOC.INC. N� CLASS II RIP RAP N 11.30'2
DB 9374 PG I .Y; -� EST 95 TONS - ------------- 9'E
PB 132 PG 83 y .� $e� GE TEXTILE
O STANDARD BASE DITCH y. ->; +36.0 + -
SEE DETAIL 2` -Y- '� 1 00'LT
73 \ BEGI CO STRUCTlO -
s EST DDE=20 CY ,� 1 140.004 �;
WAL-MART REALESTATE c �• SLOPE=O.% 'Y EX R1N/ .� \ �9y +20.00 s w
BUSINESS TRUST ESg 30 TONS -Y- a +�03.0 +y14.00 \ g7,7q•LT o \ .� STAIN $V5TE I N _
o EST 45 Y GEOTEXTIBE 9.00 LT : V' \ I�
DB 9134 PG 76 1/1 RETAIN -YS- .00'LT t` y 440.00'LT 159.00 T y. +42.00 `�24°RC
PB 134 PG 55 �:�� s 58.00'W +07'60 .Y .440.00'LT -� g \ `�,� 156.59'LT \PRNP \S•q I o v N� TIE EX WW -ti 1 \. P q
RETAIN SYSTE �m TO EX \ 63.00'LT 61.0 y. -� 1 > + 00 --990�@-L7 86 I m
\ �. , TOE PROTECTION
��� EXIST \ 141.00'LT 161.0 'LT y '� 1 .�
-Y5 +50.00 No 141.00'LT - 141.00'LTA 1 Fy SEE DETAIL 4 144.00'•T RAEFORD CR G,LLC I I I II 2SFD
58.00'RT TIE Q c 15 -Y5-+71.54 \ .I +85100 .� ' ' 1B vrMH
TO P 68.00'LT +38. PDE a co"cR re00,,22R�ISER DB 8474 I G _ A
EX RN✓ XIST C6 '<<N� FE 163.00'LT 0 LT 40.20'LT .� :� r SEE SPECIAL DETAIL IN-IBS.SY-- PG 127 PC 185 CB
CT .� EX-%W ->; +53.10 lis• P 91
DO NOT DISTURB SIGN 1 �J EX WW 141.00'LT 142.0 'LT QL B RIP RAPS w -@ \ 1.00'LT +40.00 RETAIN SYSTEM I
oll 102.00'LT +15. EST 2,TONS '1' Y I 106.00'LT I _ RICHARD WILDER
+78.00 TDE EST 7 SY io ' \ EX RN/ ; 139.00'LT 7 +35.00 & IFE ALICE wD srnlRs
141.05 LT TEXTIL rg � I I 141.00'LT DB 3249 PG 12
+ss.00 1 $ L T -L- Sto.76+45.55 = c EX RW TDE +99.00 -L- CS Sto.87+8862
105.00'LT /" F - - p• 0915 PUE PUE //i 132.00'LT INV=188.77' 093 N
RETAIN NC / ° PUE U E+87.0 / (LY U V N t
EXISTING +81.4' •0/ •01 +53.00 0920 1 - Le-'Y- F \ s EX3 +58 OOE UE TO
113.00'LT // El
+61.00
0 25' 50'INC / ,o
u SIDEWALK / \ 113.00,LT EX R'W - I� - 0\9�4 93.00,LT 114.00'LT
g +15.00 = LT 0 EX RMI _ 1� IST
F w � o p-/
_ _ .- UE�
N $1 PWC 'DIP \ F - - - - - W- 91 Q �\ - a 6. RAINACE ACCEYS- 1'I O +$1.00 pUE
V 0'LT
Z --- -_r-- +43.00 v '•"0914 °' 0918 0 /50'LAN TA- - .e 92 48 s 30^RC m- Ra 12j c lassENE I D 93 7 '.LT N _
o 090 R=50' I R=50' O cu 15"RCP-IV (RT URN) i a __ CB I " 3 X
I .02 25' O
ti m
LU
LL.I (L3 FHJ
1 _-- . - REMOVE CB - - - rc-RTl_=$w
NG RAEFORD RD 27'BST T-
o N N 090 B REMOVE 40'I C 0916 0 �COLIAR AND E END ,n 094 092 x DI D1 R=50' 48"RCP- �� - 20
1W^ 1 0 a in ,T o 25 PR P.I'-"C&G oDI - 14.75 CONCO D/ICH __DI 093 I 0941 R\ C Lo+
LU Co
N _ DI __-�L- -- _ "�- -_ PR l-6'C&G
WOO
LLI� O y O _Y _ _tea --��- SPECIAL COLLAR ND EXTEND RCP °� = 092 REMOVE O 15"RCP-IV PR •l,_6„C&G N
ZV) _ to. /-/- v A _ r^ CB �30" 4ol8USCBRAEFORD RD 2 �/ N
a P ry C 3W IV -- -- W
o =J 090 Ly 090 S2
-Tc---- -(F+-Q'Sd-.. '_ _-__- ry-- - - --- - ---_- - -- - _ o9 - - ------_- ---- 3'--------PRo _s_caG18"�► _Z�
59
U �p�1 8 EX RN/ _ - LTcs=---__--_ - - - --- -fS
���`�i-- �42 - 1�-_' c- Q24 - \EO\ 0919 77 24' FS J =PP \ w
_ - 094 - F_lCU - _(F07(CLI - _-GI�FO�DL) --
Q \ `--'C�/ / E - b� 1B s EXISTING aiw ' U EX - -- 1 092 tF0 _U"W/ELBOWS -�
C R= F R 'I &� PUE e^PVC PUE - / .
RCP-I C S EM 0/ 0 1 / 1 STANDARD BASE DITCH
RCP-IV Q
$ m PU ! 5' SEE DETAIL 2
a .0 , _ EST DDE=150 CY o +98.98 P._ .� P �-I-POE PUE
100.00' / +74.00 r E
`0 0 RT EX RNJ a +78 d �+3.00' .. _ .- .. .. +92.00 \
pQ� SLOPE=1.7% e, 118.2,8'RT 1
105.00'RT P4.R ?65.00 +60.10 EST 165 TONS �90 +3 11 w 123.Q0'RT .p ,� 87.00'RT +21.00
w m F c 9 a 97.00'RT 92.00'RT EST 350 SY GEOTEXTILE 3'CONC Sw� \ ,'- 9�.61'RT IS 4� +0 RT,� -Y . / EX RN✓ I 88.00'NI \
a° 28 00'RT+73 ELL(v 0" +11.00 +20.00 - lµ _
8 96.00'RT RB7Al F �� / +0.00' m �6.5'C1{['Rw
g 9.34'R 1 E 4.00 'RT I� 36.43 CLAP§-B-RIp RAP&CF REAL ISTATE F UNDATION 110.00'RT N S
+14.00-YS- 83 ISF � \ DUE �
DB 8043 PG 4 1 "%// = +2 .00-YS- 48.00'LT PRANCES H ELLIOT, ABAND I� \� 8.40'2B�40.00 I 094 EST M TONS 12
72 MA,' y 9 2 48. 'LT _ N DB 89 PG 122
TRUSTEE I= z aBSa 105 SY GEgTEXTFEE / I
a CIRCLE K STORES INC C/1LIP / + 7.67-YS- DB 7732 PG 470 h _N 171.00'RT F -Y A 6'sg, covc
$ x p 66.00'LT DB 510 PG 319 wo s ,a o / v,1 VF 18.72 sz• `
DB 9852 PG 592 �r5- E SEE +80.00-Y5- 1 \ 167. 0'RT ExcnvanoN = INLET DETAIL 1SMn g
PB 13T PG 124 c A M 48.00'LT \ o '_�+-44. cR 1 125 CY +/- NTS (STA 82+50 -L-) I 90
z N S�� 23$ EET 29 �➢ `---231_02',ET \ 6s°I 1@72-STEEL
7 N 65'19'4o•E o 1@60"RCP 1
\ Ioo.00'/ @66"RCP W/RCP ENDS STEPHEN NTER
o p N OD 7s.00' 65°I9'40^w' 3 0 .� 1, IFE
N o 84 3 0' T EXCAVATION pB 89yyMPG 122
t e $� +27.'50 EXCAVATION 176.75' _ II DB 434p P 504
+95.61
SOUTH COAST 230.00'RT ,� y.
PRANCES H ELLIOT, PROPERTIES,LLC 229.42'RT y
s' TRUSTEE DB 5539 PG 783 \ 88 Y- -
DB 2495 PG 254 _ \ �� NG
CLASS 11 RIP RAP JOtJA�FiANgg H ELLIOT u'� -
EST 2l8 TONS __ DBBB 4966 PG\794 -. ..
-L- TS Sta 80+54.72 EST 210 SO GEOTEXTILE 348
CLASS II °12'06'
Y- RIP RAP (TYP) E
/ T=2, 3.22, . 11'C L w
aP�_oo WIDTHS' WIDTH=6' NCH HEIGHT
n.sDO / I'BENCH HEIGHT I'BENCH HEIGHT X
r _Y5_ / Y ABOVE BED ABOVE BED
us�ol T�30 l 01 EXCAVATION
BBB BDD PIPSta 22+82J2 OUTLET DETAIL X
C L = 25*16'13.3"(RT) N 6489' E \ NTS (STA az+so -L-) 1
rn \ \ 1@66"RCP 1@72"STEEL
isan°s D = 10`44'58.8" \ \ 1@60"RCP W/RCP ENDS
m L = 19.65'' \ 176.00 EXCAVATION
SR 110A T = //9.65'
-CRI.A,D BRIDGE BD R = 533A0'
a 2018 ADT
SE = OA2 ?�
-� o
9� NG
(D m
EXCAVATION = '� '� CLASS II
i
�0 135 CY +/-
RAP (TYR
PROPOSED SIGNAL \ WIDTH=6' WIDTH=6' WIDTH=E T=2
I'BENCH HEIGHT I'BENCH HEIGHT
ABOVE BED ABOVE BED �\➢
oNa - PROP CONIC SIDEWALK \ Z
**A DESIGN EXCEPTION FOR LANE WIDTH IS \ N °, NOTE: SEE SHEET 35 FOR -L- PROFILE
o� REQUIRED FOR -L-STA.38+95.00 TO -L-319+95.00
2 SEE SHEET 46 FOR -Y5- PROFILE
4

PROJECT REFERENCE NO. SHEET NO.
-Y7 U-4405 /0
P1 Sto /2+57.36 J R/W'
MON' � RAW SHEET NO.
= 20°39'00.6"(RT) \ /r \ ROADWAY DESIGN HYDRAULICS
D = 6°30'00.0° -Y7- POT Sta./0 0.00� /� S ENGINEER ENGINEER
L = 317.69' U� �j R/w -BYB- " 51
/ Mon /GR/ Q .••OPtH ARp�,, 1P0 CARp(�4
o T = 160.59' D ` \W X3 Q c�.P�F ESSIp r2y s, �C�21'FESS/' �9
Q N R = 881.47' 0 11 ��cRt \ FLAG Q ky: :�o ONy•;
C� Q O BGPJg� v POLE O SEAL �; v SEAL f
\\I \ 11 11 i\\-1�?r\ C ISFa� 02492s ; 20147
% I / \m� z FL z CE C RANDALL ,.. F'bG EE'•c+?
s Z \\ \II vga�ESR C'1'1� \ � 'coAc` 86�p G I55 </ .NGiNE: '6�,,gN�...N.E�K,p
s \ \ Zt \ sw 18°PG 12 •• ai'uinwW���
DETAIL 3 O -Y7- PC Sta.10+96.77 N N A � 129 PG 144
•6 2 STANDARD BASE DITCH
F, I Not to-1e)
DOCUMENT NOT CONSIDERED FINAL
Ground ?,�/ D ,N G,-d \w\ \ o mz iF 28,0W UNLESS ALL SIGNATURES COMPLETED
Grot ft B Min.D= 1.0 Ft.
Max.d= 1.5 Ft. EX R/V/ STORAGE
N h-B is, 6.0' 8= 2 k. 1\\ \� 5'CONL` O CONC
\ \ T, LP BOL 141 BOL
O T e of Liner= CLA55 I RIP RAP Ln \ m\� O BOIL
BO
Ol FROM $TA.92+31 TO STA.92+64-lr LT O)
-L 99.00 RT 0 o\\o CONCC �qr
PIS Sto 88+21.95 1 DUMPSTERO
g 91 es = 0'27'17.0 r
- RICHARD WILDER Aso Ls = 100.00' BEGIN CONSTRUCTION � � \\ p � esr I PAD
109
& NjIFE LICE 9 y_ LT = 66.6T 104 -Y7- Sto.13+20.00 Iw kL HDRz I RODE 90426PCE860 NC
DB 3249 PG 12 > w RETAIN
s ST = 33.33' STANDARD BASE DITCH ] SYSTEM \ II tONCRE I PB 129 PG 144
a F ` � r+€Aownu I � PB 63 PG 92
7
W/CLASS I RIP RAP CONNIE L WILSON PRICE +96.71 1 \ I c+
SEE DETAIL 3 DB 52822 PG 507 \ \ ` 25 DRK BUS
229.00'LT +96.00 \z
o EST 65 TONS DB 6724 PG 518 192.00'L7
EST
o EST 120 CY GEOTEXTILE TIE ' I Ao \ \
126.00'LT SLO ED 6.0%30 CY F- a lg'Rcp TO RETA SYSTEM
TIE
-L- Sta.99+26.68 = p B I N% g
° +64.00 -L- ST Sta.88+88.62 +12.00 'V1,25
+65.00 +86 00 174.00'LT 1" I \ IST f
ro 125.00'LT 126.00'LT -Y7- Sta.14+825/ 146.00'LT 89.00'LT of SYST E N 11 \ O0100.81'LTEX RNd +13.00 00
+49.00 I50'TAPER (RT TURN) +42.00 134.00'LT 34 00'LT / \\ I \ . 0 90 oNcJ
86.00'LT +36.00 0 105.00'LT +86 00 / Sta.14+14.46
118.00'LT +2 105.00'LT I
+24
120.00'LT +34.00 EX RW 89.00,LT o
PUE 1 .00 LT +21.00 TIDE 300'LANE SHIFT&TAPER!LT TURN) EX RW
1011 j j +65.00 125.00'LT ego I 3 \jcA,IN SYSTEM +5 .
N
+ PUE
a• 86.00'LT 107.00'LT.. ti c \
o PUE m_. O'INC 25' P� EX RW R=80' /� / �9'�a.0 �' .02
PUE PUE PUE PUE PUE P PUEs 4.69 �o�C / C '` 9� L
o � �
.- REMOVE
COLLAR AND / T -
w L~ -4F C 91 15 RCP-IV L) 0 - - - _ _ _ _ _- - _ _
DI
LLJ
W mru -- - --- _ --- __ _ --_
COL EMEND / i
_ „_ RETAIN t37 M .006 Do.006 II
0 _ __ --- ----- o
20 -
- _ _ __ - - I N mI"R8a � e WO
-��°- r ----- - -PRpF2�`£ -c - - -� __c __ � - -- _ =G-ETAIPF SYNfhH---- -- Pf�G 4-
--
Ln+ o N N 1006 x AIN a -1013 h -p m �II16"RCP-IV �1020 o o N
o W 4- = 'n o REMOVE x a m `a INC
to RAEFORD RD HWY 40l 84BST n ------_ I^1 Q II 4- W r
4-0 n
o WQ� -p17pp-{-�� ADJUST � REMOVE 'T CONC ISL -�' to V -+ N 'O o v LLJ-
(n kf- � DI DI - - DI 12.75' p N DI DI r o -Q N
W7� .25' PROP.I'-6" & ;� - 1012 � I' p
16 `I 25'IN -- _--- 0 40'lNC o W�
`_v) N CENTURYL K -2' D CT 18"RCRFIV REMOVE ORD RD MYY 40/ 6/.'BST y ZN
J y (F)(LI ENT - P 1 "R - (FO; (CU fCL) y _ _ R�ApVE
1009 REMOVE J
w --- -- ----- - - �7C- 7 -_------- ----- IP-- ------- --_-_- c_-_--w (FO) J
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/ - --
d ------- 1 _ - - -- _ - ---------- \� LNG✓(7K-0- _006 U I
1005 _-I= \ - - .- - - - - - - - - - - - - - - - - - (E9)(cu_ -_- _
O -R- r LxisnNO�W- 4 L. EIP. IP ---\ R •U/ (F I(�!7
EIP \ REMOVE I / EIP� y nn ExtsrlNc-Rior
F0/ SO EIP
l50'TAPER RT TU �j�L _ 42 -
F FLA R eT /I PUE PU N PUE E��`�-� PU• /¢ 1 �.OI �LT
� I
+61 Y6- 1 / / `a°, +N. '+1 4
+ II
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g 10.00'RT ��b2 IE S I II 9 - Ex Bus o 000 I * a 9980'R i i'
N iX 120.00'RT z 95 9'(1 97 BST + 6.12 -Y7- B _ 4'L2CP- c W
122.00' N I 'LAN ER (LT ) EX.RhV s DI 4' I 525' / NCDOT BST
oN STAIRS Eyyyy MMACEDONIA FREE %
a X I�W I O� _ - WILL6APTIST CHURCH,INC I _ - V
O +09.15-Y7- 9 1018 7017 DB 6625 PG 43
221OWCwT I c vml LT
II es J 44 101 _N Ex.RhV Y
DB 9154 PG 572 +19, q 0
�I I DB 162 PG 179 _ SBKD O A/G TANK - + 4. -Y EXI I = 6•q
NAN METER RENTALS, L PB 19 PG 9 I y ISBLKo PEETER STE ART N 110.50'R7 _ EXI� II ITIE Adl.CB
-Y - aJ 11+ l O I I DB 8781 PG 758 - - + 4 = EDBTE848I PG Iifi4C ➢F 100.00'RT o EIPXI
I 'm wDs wl y& I RETAIN II II �I I -RETAIN -t t0.l + 1 e m � -Y +
I I n III \ I Q$ O ❑ m RETAIN SYSTEM m Ill, m III
Co \ 1
N 9U �III°A CHRI T NE gAPGE235EIR S.100 NCDOT
STEPHE .GENTER f h I O SSIE BLUE LIFE MOORE DB 6625 A III LT B�
& W I I I DB 6521 PG 473 DB 7485 PG 154 PG 43 ? m III ip D
DPB 89 p24 III 1 °Qe'g11 ,, N STEPHEN R PARKER PB 94 142
/ I I s 11 la' DB 3394 PG 558I III 107
11 ' 1 `~ m III PSP OF FAYETTEVILLE.LLC
6 72 10'16' _ S 7250 16 W �H 1°I
= 900 III a DB 7302 PG 113
1 rl. Sta. 2+07.85 -Y6- N 72°47'35'E N72°47'35'E
72 '3 E Elb K I -BY7 # 50 P1 Sta 12+56.41 E°R°a los.00'0 RETAIN SYSTEM DB 117 PG 123
SB 196.91' 4.29' '\ _--- 0 = 10'40'142"(LT) s 71.4o'sa'w ' � 6�,200 (�{!� III I \\J ``� LT
EIP-R/ Xc£ 124.37' S 74°I6'S8•W 6 NL x
D = 11 OI'06.3° -\ L 96,84, %T 1
T = 48.56' �I -D
rn -Y6- PT Sta.13+04.69 wN R 520.00 PETER ByyyySTEWART E I�
-Y6- POT Sto.13+I854 DB 4&27IPE 4 B =IiI= la RCP_ C
DB 2895 PG 396 h II III
L I
II III al'. II
II
vaRiEs 1
a�� II II 411
m
sops txisnNc R "�a 0 II�I POT Sta.19+34- II
PROPOSED SIGNAL \ /
oa PROP CONICSIDEWALK NOTE: SEE SHEET 35 & 36 FOR -L- PROFILE
SEE SHEET 47 FOR -Y6- PROFILE
o� REQU�R&D FOR CST9.3 8+095.00 TOWID
i9 9s oo SEE SHEET 47 FOR -Y7- PROFILE
SEE SHEET 213-3 FOR INTERSECTION DETAILS

° DETAIL 1 ry^ PROJECT REFERENCE NO. SHEET NO.
.�. SPECIAL LATERAL'V'DITCH U-4�FO5 II
INaro swlel = RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
G-d ♦°• rill •`PtH'CARp'' �`N CAROIw.
,11111IIII1111
Min.D= 1.5 H. 4.92' ,•QPO SO,L°,2y% •2,�OFESS%p��.,v��.
FROM STA.12+00 TO STA.12+50-Y9-LT S Og (. SEAL �:y ;.� SEAL
3 03z6, ^ 024929 20147
:PNG I04QOP�•�`
g m DOHERTY HOLDINGS LLC Q
a DB 1119 PG 5$ VARiES y
PB 10=PG-14- DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-Y9- POT Sto.10+00.00 o
s z
N 53 X,
MIS N 83°24'o9•E
90, O
ROGERS & BREECE INC I / ISBLK Bus SARA WILLIAMS TOLLISON
DB 9042 PG 860 -BY9- # 53 ^">? DB 4300 PG 509
PB 129 PG 144 I 'v
PB 63 PG 92 / 119 PB 22 PG 28
PB 31 PG 18
GARY LEE ME DELSOHN *
1 0j DB 5550 PN 459 0
III I / xw / C LJ K M D GILLIS
RETAIN I' I, I PB 21 PG 30 N I DB 2890 PG 73 °37•I1 w
i SYSTEM 110 ' /I1 �(nl (-�L 1 lion f / DWANE D ZLO ITER
85. I BST / EIP N 73°16'03"E m x I 1 D 7601 PG 6 8
O'L I DO NOT DISTURB SIGN ROGERS & BREECE INC „� BST 213.43'
DB 4556 PG 425 ro /
7 CONc EX f PB 129 PG 144 ISMTL BUS I I �l - - TRW ./ 118 k II 1/ -_ BST ���U)20 k
/ l tG.1 + ROBERT H JORDANr-
+54.00 DO NOT ISTURB SIGN /
+82.66 0OJ` +42.66 II / & IFE 1 s'
120.00'L o od/IE 120.00'LT M EX RA4 0 550'LANE SHIFT E/ WW I a I x coNc
' RETAIN DB 6539 PG 341 / �L=6-s-
BST0 +50.00 °� / GR 1 d 1 I m
+50.00 108.00,LT v +18.00 +06.00 +17.00 RETAIN J/ 24 qq6 0, / 1 / i
EXIST 108.00'L 124.00'LT 124.00'LT / f c BST o "4
6.78'L +50.00 + x4/ iw �. / y, �� Im ➢`"� 15F eu5
TlE a ENT 97.00'LT 1128 97.00'LT 97.00'LT BST / 5" C oN DITCH SPECIAL
ETDETAIL 3 +. "� // p Q _ l
TO G 9 n, +19.00 O �n, - /�I 3
P W PLUG O m/ ul +64.00 S ¢cA 0/ W+20.00 I / R I BST I.s +65.00 86.00'LT O p 18" IS APER (RT TURNI EX RNJ -YIO- O:IO+OO J IA 24.00 }"
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EMOVE 110 OTI
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r . p 1104 / DI 25' DI FILL WITl9 p25'IN LL•Ir
W r p 1101 110 _ D o 1112 W RCP -- PLOWABLE FILL p W r
N Co ISL - - _ ECEN7TURYUK
coNc o o N
W< y DI 15"RCP-IV >DI REMOVE REMOVE 15"RCP-IV 5'/NC '� DI 15"RCP-IV x 1115 m 25'INC y RCP REMOVE I, ire 1127 Lu
Zv) p y US 401BUS RAEFORD RD a BST 15"RCP-IV INNERDUC a a15"RCP-IV yREMOVE NZI1117 M*CENTHR TQUCTBANK_ - ® 30 C6° 15"R -IV CRC�I --�---- j5"RCP-IV 6 ) L -T8'rRCPAV PR lA�=6`C 24"RCP-1V - - - -U
Q - - •--- 1e -- a - I\ --LT OX 1 rc Rn is c o +9�9�85 --- Q
CC L 24 & III'/ I P 0. C �FIOSES S LL3.56 I
F G 1I11 m _- OVE PS +3.8 w S ill8 CP=1---
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+65.00 d. LT • .c/ // E,Rq / o. t l 43 = c - �� '---- ----
+00.00 82.o RT LT CIT Bsr I caNc - (D G ti __ ^S - - fG./ eel IEST EX RN/
94.00'RT 7/ BgT D F I 9300'RT I I +64. .l7 R I I I /+45b4 5_coac \\y NC Irk\ 1 C I INS I +16598ST
d +60.00 I 93.00' w' IV
g' EX R'W / +45.00 6'CHL 3SBW BOIL ITYPI. .o- I N 3l'RT c+ XX 6'CONC_ WELL
D NOT DISTURB SIGN +73.00 �' -Y70.+10.00 TIE ,Y/ IN 118.00'RT M L
/ 94.00'RT C +80.00 all` I I I g ST 90.00'RT \\o EX RW TO 1 4 -----PNG 2•p
/� 118.00'RT EXIST _L
F' "I I I 126
/ TlF"T l. 112 BOIL I� cmil a I BST I I - ATMBOL IT 1 ISBK BUS I 11 ISBLK BUS -Y10.+77.00 llWo I I I 15"RCP-IV _
g I -XISST LTI ALLISON HOLDINGS VII,LL WALL I LLL / +60.00 esT EX RW -Y70. +77.00
DU
96 PPG 481 wa IR ISBK BUS �1'11RI
I I w I I I \ 1 1 128.00'RT II I o LC 116 es7 ll� III _ EX Rai--J
W I 'SIGNAL I CB S,I \
0 o ucHT l \\ I I ZP '15 LLC h y'I I l I TIE 124
o QLT Ici I OO ALLISON HOLDINGS VII,LLC �� I \ Pg 90 pC qg LT�-9S I W I I TO
�I DB 8248 PG q�1I o p / 3, I EXISTgIL P PAPPAS
-ter T 11 coNc o,O �' I ��-J II �1 I II ��'I n�j III DB 61042 MARI G
ISMTL BUS BST 113 -0 245
ETAINI SYSTEM BST / I \� �= vaRlEs
III PB N 6 PG 48
107 sMrL Bus o I= SDI 175 85T / �I 22
I N 67°48'43"E
BASIL AGAPION _LT
P$P OF F7302 TE ILLE,LLC 114 $OP IAES X X 3Y�X X vl
DD87u PG I233 a�a O DB 9192 PG 706 C6_130 � 5,CHL o�� til III EIP o R+T/
BASIL AyGFEPI0 ess =7
S&OPHIA S usLem� usoi
lo.00, DB 9192 PG 706^� s vm is'so
8,400 /a cove I I I
78°II'37•W 33•E ISBKD I. -Y10- POT Sto.13+24,44I
z 197.3- 201.30'- ia.iso
CRAIG SAMPSON
DB 1056 G 491 a I -BYO- 54
BIN.SIR 1141
N-DR PB 27 PG 14
rn N 71'52'03'E aFl osa nor -na _ ` x t II I II MARIA G PAPPAS
121.82' e° 37- II m J UB 5163 PG 376 I
x-x I II PB 100 PG 132
L
Qx x >, I5 a II 4444•��'�� o I
Ilk I
II
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N L JI I DI
j o Q f111jQ/Z'coNcPROPOSED SIGNALI 1
m
oa PROPCONC SIDEWALK �mpj
NOTE: SEE SHEET 36 FOR -L- PROFILE
�2 w.A DESIGN EXCEPTION FOR LANE WIDTH IS SEE SHEET 47 FOR -Y9- PROFILE
o� REQUIRED FOR -4 STA.38+95.00 TO -1-3I9+95.00 SEE SHEET 47 FOR -Y10- PROFILE

Off-. 9 BS'g8'26'w PROJECT REFERENCE NO. SHEET NO.
-L- q, U-4405 12
PIS Sta 117+70.17 PI Sto 120+68.70 PIS Sto 123+65.48 RW SHEET NO.
es = 1*47'25.8" L = 11°4-c 28.7"(RT) es = /,47"25.8" ROADWAY DESIGN HYDRAULICS
Ls = 150.00' D = 2'23'14.4° Ls = 150.00' ENGINEER ENGINEER
ST = 50.00' T = 248.54' ST = 50.00 ,a°P�FESSj��rti: o�; cneot/ti'�
R = 2,400.00' ;Qe o :v: ,.2;.�FE55
SE = 0.03 _ SEAL SEAL ram•
p 024929 - 20147
0 N %�</'•FNGINE�P�,•'� %,pgf'I'O
.......,..e N•........M\
Z .,ON J.�.• ,,'�huiluin�
U
Z Do DOCUMENT NOT CONSIDERED FINAL
m UNLESS ALL SIGNATURES COMPLETED
0
i m
-L- CS Sto.123+15.47 -L- ST Sta.124+65.47
DO NOT DISTURB SIGN w
ZL.Jf /
SARA WILLIAMS TOLLISON
-L- SC Sto.118+20.16 DB 4300 PG R509
PB 31 PG ' LT
-L- TS Sto.116+70.16 PB 22 Pc 2e II LoII ❑
129 Do N ru �I +19.00 / I Q) + BST O
0 98.00'LT BST / t
/ 0 L�)01700 +8800 I I11 'LT ARA WILLIAMS !� LISON +14.97 /T� +09105.00'LT g p' T� 3.00'LT 13 I78.00'LT I ti DB 4300 P 09 . LTR=50, EXIS 0 ° TIME wwQpAR ERCABLE
73.00'LT 78.00'LT I m 9200 TLT +97.00 / 118.000 ^.00'LT NO I �G DB S9017�PG5866
II All `55=0'LT L �l� / \� IME 'OUTNggAST BLE I PB 22 PG 28
+20.16 117.00'LT -q.Cgg ATRK DB 9017 PG 866 I �/
82.00'LT 86.00'LT I/
+70.00 PUE II II C - E EXIS -'-
55.00'LT II II I I 66.00' +65.47I`�
+20.16 1-��Fr PUE � pUlo PUE 1 R=5 66.00'LT
55.00'LT - E
+59.00 E E
+37.00 1207 pUE-
EX RM/ 75.46'LT E_ - ,pU R - l I F L-C p h 66.00'LT +50.00
PUE
0 - 5, 50'INC P tB" -
ROP-1V - - -s - ------ I p� PUE EX RNJ
ti r - -
..
Ir- -- o V31�R�CPIV
15"RCP-IV DILLJ
LLI
RCP-IQ{Ln+ 36"RCP-IV _- ui `r 121Lr. M W r r= ' ' N = 0 1212T8'BS DI 1210 _ ---- C 2 of B^ 0{z REM_VE D _ 1dJ
Nr �` -
RAEFDRD r- W N
1204 RCP-IV ° _ �
a _ nE E � a 1y 5"RCP-IV N
- ----- WQ
a C m, a PL o ��.qqPp 0 69.00,'rtp;T 7 0'RT FrAc Pore 3"/ 1, Bs 55.00'RT E R 1;�.; _ - -_-- N 7�
L�
1211 _ ° % 0 E^s ECR n\ 1222 36"RCP-IV 24 DI -
V RRLKFA{��770892.1989 L.00 RT ` eso$ a 7� 15"RCP IV _ - -
16'RCP I6'RCP �'� ie'RCP 0 I RET / I E 2004694.12L3� EX7wvv �1_ / 715 O-R ^ 3e pe E,q Tss / sr 1232! III E
XI TIN g
ro +25' I I Elv.204.25 127 �o�c°W �+ 5:00 R 7 1221 +17.00 122 1231 E J
126, 5 C ISBK BUS O _ NC03'RT a 1 55.00'RT +6 .47 4 o C I� RE(�10VE P;•E. E U BST III 85r -L- RETAIN S TH`� CDB 6415 EPC'622 ' sw '03 vex 68 00'0 T 5.00'RT �\ OFA10 ERCP °/ Q~
cl +65.0, +2568 all RAYMOI�D/p BASS III ce PB 110 PG 174 ¢-'m +12.00 wC� r +85.0� \\ Q
O1 III 107.00'RT 95.32'RT txx WIFE I / 81.75'RT R�� {� /
o III' RAW +50.00 DB 703 PG 703 / 2•C&_ ISBK B / +90.00 ��I �`^' II B �.7
107.00'RT P� 31 PG 72 II G r416.00-Yll / 3.00'RT
_ r RETAIN J 1220 -Yll- 5
a 4_CO RETAIN-��.fit_ r I Ir a IS'RCP EX WEWX/ /. / h EX +36.00
rlI BST 0 TYII T I m B +2 .00-Yll- ISM BUS t06.00'RT I 0 55.0 RT 78.50'R
_I� RRR'''���
+9/.42 GATE ISMTL BUS 1 ETAIN �- C " S / I N
n Is3K Bus I 92.8 I I I /� �\ /- N TO 40.00'LT / 55.00 RT ISM Bus 55.00'RT 3
g. ®GRE TRAP /// I
3 I ISBK BUS I II L`_ \ / I f C,
12$ I I w EXIST EX RN✓ 73.00'RTII
1 I� R &BT7IV pS M�4NTS II � ND CONSTRUCTION a I� W � YII- # 55 Q
124 I DD 5
R4 PCpp,�5I I N N 76°38'II°E a _ 1 -Y l°lE-Otal w'+60.00
/ R
w 132 G 53
. L
DI509
IL 6 75 0RETAIN ST
8B 4 100.09' (7D C/& IF 77°25'52'E cBC gB�08 25' 2PC 1S/LTN
59 B27
II } •
ti
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s j ° DPB 6106E 174 \ .� °IVMy
/
159.336•w Rip 1vio 00
-Yll- POT Sto.12+10.77 sa,DD b�DD 133
67,UE4800 9,800
_ {
_ BRUCE K ALLEN
'�1►'Y,scc OB 3756 PG 281
4,z /
oie nD ST
3035 D
C
U
N
U
I I/
8
V
DO
/
PROPOSED SIGNAL
�-Q PROP CONIC SIDEWALK
° --A DESIGN EXCEPTION FOR LANE WIDTH Is NOTE: SEE SHEET 36 & 37 FOR -L- PROFILE
o� REQUIRED FOR -4 STA.38+95.00 TO -1-3I9+95.00 SEE SHEET 47 FOR -Yll- PROFILE

PROJECT REFERENCE NO. SHEET NO.
-L- U-4405 /3
Pls Sto 139+95.56 PI Sta 144+71.01 RAW SHEET NO.
es = 1°43'07.9" L = /9"/8'58.8"(RT) ROADWAY DESIGN HYDRAULICS
Ls = 150.00' D = Z 17'30.6" 3 ENGINEER ENGINEER
2960"STEEL p LT = 100.00' L = 84283' Pt 'cago, o�e caeo
PIPES N ST = 50.00' T = 425.45' "° ,'�� •••• <r �t..•••••••..�% •,,
- - 2@60"STEEL EXCAVATION R = Z500.00` ?QQ,OFESSjp�yy,. �C2�.oEE55/pN;/f
PIPES - Z SE = 0.03 SEAL •v�SEAL 9�
- �NG 20147
o24929\ - - RETAINING _ - - - �NG Z Q ,,'c<j'�pNo�N�""".�•?,, /,,���..i�u��`o?U,,,•
0 -18' WALL ,� ..
0 30'
Z
CLASS II CLASS II 1 DOCUMENT NOT CONSIDERED FINAL
RIP RAP(TYP) UNLESS ALL SIGNATURES COMPLETED
RIP RAP P
THICKNESS=2' EXCAVATION THICKNESS=2' N 87°50'56'E N e7
CHANNEL CHANNEL 396.50' Ile.
WIDTH = 20' EXCAVATION = 870 CY EXCAVATION = 512 CY WIDTH = 20' s 9 -
+74.00
soo o•M o- F s s9i• 4.00
, T
220 'LT 140 �gRYAN C 7
00 0-o 5710'LT DB 447 P115.00'LT
74.00'LT
55.71'LT
L+95.00 o N Y
+71.0 6.00 LT -L- TS Sto.138+9556 �I
II
-/
PB 19 P 66 12"
221.00'LT CLASS II RIP RAP w
_ 74.00'LT WARD C SCHANTZ ss
EST 76 TONS t�yy Y
EST
30
Sv DB 30821 AG 621
+40.00 Gj1vE 1P3�N GEOTEXTILE PB 19 PG 6 -L- C Sto.140+4555 LL�
-< 221.00 LT
66.00'LT ZOP' +3 139
131 z L'B'RIP RAP P .0, LT BST o
TIME V(ARNER CABLE K 138 - T 2 TONS '^ �y 114.00'LT B6°44'
SOUTHEAST E SY x� CLASt-I RIP RAP • z I
M DB 9017 A 866 +33.00 \ GE ILE F s EST 108 TONS
PB 22 PG 28 126.00'LT +43.00 JALARAM APA E TERPRISES.LLC\ 6' oXPRIv vc PT �� EST 38 Y GEOTEXTILE JOSEPH E f10LGORA o
g N +57. 3 & WI E 6'cH
125.00'L7 DB 8904 PG 433 \ srg sr oy 1 CONC DB 7140 PG 607
+28.00 +74.00 ATE POST\ +45.00 sp sF,f 1 L 158.0 'L71SMTL�8r5.00 P 89 92PB 66 N
i140.70'LT
n° 104.00'LT 00 90.00'LT 115.00'LT \C 10�OOT s. i�
74.00'LT .00' 9 ✓ 126.00'LT 100.00'LT 0 94.00'LT tP
+ 74 = 90 001 T +68.00 I 54.99'LT \ +3 :ems s �• -8.75 I
66.00'LT 4. °'- ' 12 .00,LT +43.00
w -Y12- PC Sto.10+5086 73.00'Lr �Sgg�EIS
i? l + Q CL'B'RIP RAP --- T SbV/X'ER (LT N)\ 1 Sf �" 100.00,LT
EST 2 TONS \- L I _ 76.00'LT +87.17}39.00 • F R AINING +74.00
ST 7 SY GEOTEXTILE B 00' H T o}3Q.OQ U4A ° 'y ISBK BUS4,00 LT 76.00 LT94.00'LT p 91.00 LT +09.00 ® o o DE PD6.00'LT +77.00P I50'TAPER (LT TURNI 8.00'LT 1 (�IL MTL BST ��'� 0 -� '/NC75.00'LI VACUUM a\ � --O CV PUE PUE PUE PUE PUE 54.63'LT CAN2 \ _ _ _____ _ _ _ _ _ GRAD _ PUE PDE PDE L \° '';; "' -4"`' T3z •� ^xce�x� b4.00--
g F - - - - +08.0 - _ - - _ _ _ T,E BST 1311 1318 " ` 1334 PaE D E U 57.00'LT P 327 S r-
a LLI .-. EX RAN U _ - _ I 42' �� 3 - U
_ +04. 0 y FA E P
LLI O cxisnNc ar - - ROP. x 2" 55.00 LT P 350 Si LLJ
O _ _
u
O
N in COLLAR AND
REMOVE -- ---REMOVE O �'N q ➢ q q o N O
N LI..IN 4� N �; 1302 x -� icT 1338 x E V DI'n
r
LLJ v E FILL WITH 1313 DI
a V) o I� o Ii-
DI LE FILL----L- DIui . Lu_
€' l "RCP-IV 7 MONOLITRUCONC.ISLAND W 4.1
_ N
o Lu;< y 15"RCP-IV - x - o x E E DIN p
w ^ 15"RCP-IV REMOVE `� io 15"RCP-IV 1329
ti Z N No �i R=50' CO R=50' 12.5'v ry MRCP-IV o 1317 x ., T MONOLITHIC CONC.1 N 1 M z\ ZN
-- -- L
3W REF-IV- _ - "RCP
J - --- --- - -- - 1--- _
U I 1301 - I Q HLVEATERE (C '[r --c-24•C&G H` �fP�'E�AREMENT PB GT 8 - -- - - / 1
o -- E +61.00 a ca ss7q- vEsc 3 LT St& ' 'ti To `�/
-- EMOVE s B'Pv I5^R 30'
__ -Y72- +85.00 +12.00 "� F EXIS - REMOVE
+67.68 +67.00 56.00'RT 56.00'RT EX'111 3 5
C +03.00 60.00'RT 56.00'RT a x o
PS < `� '�' 250'LANE 5 O'TAPER!LT TURNI + o `
i 65.00'RT R _' 47.34'LT O 3 .YISTIN6
oM -Y72- +78.00 16" P-IV y I3j '��fyC-`P_ +80.00-Y72- 135 +35.00 +11.00E a PU U TUE
EX RW 857 73.00'RT 56.00'RT 95.00'RT BST I I CL'B'RIP
M / r� 69.00'RT 1315
O E TIE TO EXIST 63.00'RT EX p/W 11 56.00'RT Ll X� EST 2 TONS P� 1IK�Ij �❑ 177 00'RT EX
-Yk2- +99.00 G �V /p2 YONG JIN YU 56.00'RT 66.00' L EST 7 SY GEOTEXTILE I w II a w EIIX RlW FLAG
60.00'RT y \ 1 -Y72- 6'coNc sw DB 7485 PG 256 EX CBI / 1316 N I h +53.00 P E
rr r +85.00-Y12-a R 0 // 4i + .44 ------ 00' BST +16.00 I I 1 +70.00 .00'RT
g'a i -W X/ l l RETAIN o
2. EX RW, _ t 59. 98.00'RT I I 108.00'RT 79.00'RT
w o G m 2SBK/F BUS + // \ N 7/X TO 75.00'RT 0 1 +53.00
0 1 133 n, / RETAIN EXIST w
aw .00-Y72- l l -1'I - PT t f1+4 7 \ a, 56.00'RT m 1 +70.00 BOL I47 O
�a BR K ALLEN R'W// // ISBK BUS " IseLK Bus p " p 153.00'RT
�$ DB 3756 PG 28 � MTL l /x {•'�`}��� 136 CITY OF FAYETTEyyILLE ----
y 5 EX RNJ '"' I \\ DB 4277 PG 18 Q
I PB 67 PG IB c L
/ SKIggO CROSSING LLC ; 181.00'RT
' / L DB 6175 PG IK +02.00 EX RW m
s.s'coNc Si PB 67 PG 18 137 18g.00'RT 143
e
UiN I I xs'cHt�J / TR Tl 56.00'RT 77.00'RT AMERICA FLAG-
1 +50.00 I _ 1'EFORI ROAD
5000, --s e7°oa3 c DB 4448 PG 342
�MTL .. .. .. .. .. .. .. .. 'o- \ _
X X 6'WD4RIVX-X- ST 280 T PNS�P EST 228 TONS
-X CLASS II RIP RAP
POT Sta.I2+7659 EST 100 S1 GEOTEXTILE EST 80 SY GEOTEXTILE
1� b• KENNETH C LANCASTER.JR - _ 142
ET AL S 87°03'21'W 1
I 1 j I I DB 3056 PG 589 247.II' AM RICA FLppG-
1I. i��.' -Y12- OB�44488PG0340
11 � 1
A
y I I i�/si- Pl Sto 10+99J1 x
rn E+�snN w IEIIA7� Q I /I II I ISBK APT • D = 16°51'06J" S93s.
a -- L = 95.85'
I T = 48.25' 1 F
SR 3327 LUNAR OR 25,BST II �I R = 340.00'
L r r 1
yl _ I#
�
,I
00 y, II ISBK APT I_
I ISBK APT S
- PROP CONC SIDEWALK I NOTE. SEE SHEET 37 FOR -L- PROFILE
A DESIGN EXCEPTION FOR LANE WD)TH IS Sp1L_ 3'W SEE SHEET 47 FOR -Y12- PROFILE
' .. REQUIRED FOR -Z-STA.38+95.00 T0 -L-3I9+95.00 5 86•I'S3•W 5 8602I15654• SEE SHEET 213-4 FOR INTERSECTION DETAILS

1t1. g,OWIFE DELPHI E B z , I 1 , -L- PROJECT REFERENCE NO. SHEET NO.
n pB 2576 PG 519 r _ , , GLAND B LITTLE �, Pl Sto 144+71A1 PIS Sto 149+38.40 PIS Sta 153+04.56 Pl Sto 155+I0.17 U-4405 /4
pB 19 P I d _, DB 3816 PG 595 ,- ,,
P I w III RETAIN \ ----_ L = 19'l8'58H(RT) es = r 43'07.9" es = l'14'505" A = 5`/0'212°(LT) PW SHEET NO.
' ❑8.00 1 j4'saL D = 2'l7'30.6' Ls = 150.00' Ls = 150.00' D = P 39'47.4' ROADWAY DESIGN HYDRAULICS
b RETAIN I u al _ ___--- INSET #1 ENGINEER ENGINEER
�� I I _ L = 842.83' LT = 100.00' LT = 100.00' L = 311.01'
15 T = 425.45' ST = 50.00' ST = 50.00' T = 155.61' �o •SH Ic.....
o^"""'...,
CA
R = 2,500.00' ;•oP ao.•.,,, ,o.�H .... 40,
3s R - 3.445.00' ` �x-Y13- +46.09 3'+•oF ESSr•;lry �:o�
SE = 0.03 SE = 0.03 :++ Ny 55.91,LT ;•QP olv.y =.2:pEESS
ISM BUS rl J. I 79.0 +50.00 SEAL �; 'vim SEAL
I O� 79.00 LT :g B i. 20147 ?
¢�• +17.00 024929
- IIIE N8 j 171.00'LT !'•.NGINE� P
coNc_- -Y/3- Sto.16+5000 ;I J +98.00 °ry�F 0 fig;` ��;qN GINE..M V:
C.I I 1 RETAIN _______ 5 85°06'S5'E- m O E 140.00'LT '•;��ml J, •.••• i4q�F.FLE�p�`�
L I / CLINTQN R00 NEY JACCKSON � cp ha �I' 95.00,LT
I m 1n 1 / esr 8B 83�6 PC 758 a gym' oll 5$ pGo m +48 00 1
a I I ce" 142.00 DOCUMENT NOT CONSIDERED FINAL
TARHEEL T LLC I II II tO 5 R C -� _ ISF BUS 0 x OLAND B LITTLE II I 3 +9 E 0 _O UNLESS ALL SIGNATURES COMPLETED
& WIFE BETSY P RNy
DPB893PG 66 aRre I I I d w \ \ ooN DB 250IPG 620 II a
SOIL -Y13- +40.Oo,�r� I N ,, DB A627 PG 703
t- Z� PB I12 PG 26 s EX WW ISM BUS
EX.RNJ I S g -_ RAVEvsou �pn 1 74.16'LT N, , Z
77.00'RT �-
144 ExIST�G ---°
9.06 -85°39'38 E LEWIS CHAPEL MISSIONARY a o \\�11 Mt I E� 00
+68.00 TIE T III I BY =-o Rry7---�- PS _45TS2' DB 5415 PG 626
78.00'RT EXIST 15TING RETAIN s' fl / 2 DB 4094 PG 367 =
-Y13-+86.00 I El I TING 1 2q• c 85.00'LT /.141 OB 4686 PG 25 _
86.00'RT \ � -Y131 +83.0% �+ y
-Y73-+05.00 104.0 /LT\Q� A
E I 52.31'LT esr -Y13- 14. STAIN Q
LT EX RNJ 75 LT _ CBS 161
C 15"RCP-IV -Y -55.75,LT 15'C -
-Y13- +05.00 5 85.39�38 E 3S9 90 LEWIS CHAPEL MISSIONARY
2A I 14 I 1 39 I' - LT RETAIN DB 5415 PG 626
M I�-_---- 60.00'RT o �+ 1a 2 x DB 2632 PG 417
h EX R1W POS 5 CP I* I _ 3- +16.
C J ST M 117po'Lr CLASS II RIP RAP p -L- ST Sto.150+38.39
a57 p s 18" C 1438 RETAIN .� - 3-,p06.00 EST 185 TONS / a m -L- CS Sto.148+88.39 h
" ADJUST CB INS 144.00'LT EST 178 SY GEOTE1fTILE a m / ❑ TREETOP APARTMENTS.LLC
__`_'- to `" r k \\ o .o N 6°30'45•W DB 5009 PG 886 c
a RETAIN 2 3
o Y gN WN y� 154 \Ig8°51'\9'W M 10.00' N 69°30'45'W DB 2729 PG 507
c lP ICI NH LE II C q\I \\• �
W 1 4y3,35' PpNNY 141 I q l� 1 m 452 r CLASS II RIP RAP GLAND B LITTLE N 79°36'26'w e"B K WALL(TY 1 ry o\ N 693
75 I DB 816 pG 595 kX DI 173.64'
Ni�p� 5 AIN I I A I 54 1 EST 95 TONS DB 4625 PG 636� zs9.zo'
gR gglT 66 1 CP- I 90 SY 50/L/GRAVEL
0\9 �- al I I I I EOTEXTILE DAVID A REAVES "} - - t0.10 00.00
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o JUS C I I I OFn m 00'LT �'I P+75.00 oPLEW15 CHAPEL MISSIONARY / O
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m ° 1113.00'L7 s R�l,41 14 7 I O 61QQ�L�os I 121.00'LT -- DB 5145 PG 626 I II 162
K sus 159 2615 PG 77
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u .02 43 S +65.00 r 9.09'LT TIE +00.55 16U + W0 II gy, 163
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S 82.36'01'E� R AIN DB 79 0 PG 881 1
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1.5'BENCH HEIGHT WIDTH =8' VARIES 3'-23'
REQUIRED FOR ESIGN CLPSTA.38O95.00T0 L-3R LANE 1995.00 =257 CY ABOVE BED 138.5' =342 CY 1.5'BENCH HEIGHT WIDTH =8' SEE SHEET 48 FOR -Y14- PROFILE
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Pl Sto 155+1OJ7 PIS Sto 157+15.57 PIS Sto 167+90,68 RAW SHEET NO.
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DI 172 173 4.za', L;I CHAP L w 3 177 BY 6- 6 2n.3e'
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0' PROJECT REFERENCE NO. SHEET NO.
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m
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I IIIIIII - P.R;OQI•EOlCF E1 SRSE4IR•p`4`•9<2. E NO.
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HfIftRIC .IN 8�2°D7'5a'E HISTORIC &oN 1 K Bus - 303 56.66' TACO PROPERTIES INC PB 8 PG 5 JAMES H PITTMAN
"BQUNDARY---'•bg_ BOUNDAR'4'�O 1 ` T/ O DPB IIII PGG281, DB 87981PG 488
s - Y3 86 .N usoo BULLARD TRAILER 305 PB 8 PG 5
SALES INC
/ cR coNc a2°46'9e•E DB 8544 LPG 90
/ CHRIST UNITEp METHODIST = 49 02• N a 46'48'E ° s PB 8 PG 5 B 4411 PG 8 R
CHURCH OF FAYETTEyILLE III o °�'-N•'Q PB 52 PG IB
! DB 2770 PG 533
_PB 8 PG 5 - -
_ w y _ O
I{ _ III w co 2SBK Buso
EOJAh,F XXR I LD o� .M RD N w -
B'8 PG 7q� ISF BUS v� o
113,33��PG 5BF Bus i\� X 35 R EFp Rp ROAD
-Y3 POT Sfo.12+0363 mie nor INR STMENTS,LLC m
UD r D B 2228 PPPG 5 44
L -- S X II GR III ISFD Q a III
a �� ---�-I
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BREEZEWD AVE Je BST
i �fRNFF _
sH RD �i�Y/I NOTE SEE SHEET 49 ORSEE SHEET 42 & 3-Y305R PROFILE PROFILE
0 3 Ral RETAIN SYSTEM III BST
a PROP CONC SIDEWALK --_- RR Illl
S/G o ��� SEE SHEET 49 FOR -Y36- PROFILE
p� **A DESIGN EXCEPTION FOR LANE WIDTH IS -_
'�•• REQUIRED FOR -L-STA.38+95.00 TO -L-319+95.00 �` SEE SHEET 213-8 FOR INTERSECTION DETAILS

PROJECT REFERENCE NO. SHEET NO.
RETAIN U-4405 26
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ISBLK BUS 64 ENGINEER ENGINEER
o ' J� ARoj-,,
-Y40- POT Sta./0+00.00 W RRCP-IV ;,?
II CA"I....I
s s
%
62 Q s SEAL SEAL
024929 20147
8sr u B
2651
Z, N
.........
Q
-ER.11V-Al 19 IR,11 IT 4,Q1 IT DOCUMENT NOT CONSIDERED FINAL
0 UNLESS ALL SIGNATURES COMPLETED
BST BST BST
-56,000 jST
4L= t) 8ST 315 BE�YIL 8,21RU TI R,
Buslol ..... TALLE I VEST E T ,LLC
8ST r D T K S 6
* C� MOO PROPERTIES INCLo D3 7779 PG 87
141 DB 9024 PC LT
T LLEYIIN+ PB 93 PC 34 �EST,�E�TS,LLC
__TRIT'AIN DQ 7 9 P 68
A. PUR_DYUE DR 48"RCP-IV PCURB
39_ LT PB 125 PC 65
SST 1 2o35 Am 36-f P DIRCONLY UN LE TO LOCATE BOL
ONNECTIN STRUCTURE UCTURE 165.97' N 82-22'12'E
DI POSSIBLE J SO ION BOX A 82'22'12'E
DI !"R�iAl. S j SIDE TIIE ---83.71'
!SIDE
IN 82*33'19'E S 82-33'19'W
200.00' 4-C G23 BOL(TYP)
::�P4 J-21*P-74 C BRK WALL TH 88 6'WO PRIV-0
t, N 471E (D
RETAIN SYSTEM-- /U*uu.0 HIGHLAND CEN3T3R2E E 202:0 58 L DB 34
PB 93 PG 34 A EJ� 197 EST
II +81.00 -0-7
89.00,LT OLD LIGHTIII INVESTMENTS,LL BAS TALLEY lyESTflTS.LL
LTY CO PWF A OB 7 79 P 868
TION +92.00 PB 125 PC 65
DB 4711PG 1.00,LT
T +46.0
ssr 1 8'0 L RETAIN TAIN 5+46
II 313 + +83.68 1,1 0 U.S.'7LT -Y40- +8
ISBLK BUS BST 74.40'LT LT TH 96 Ex w U.UU LI
-1 ISBLK BUS CPA
OT L 17
1'.0 6 007LOT
r6BLK BUS &��5500 32.16 +33.00
�64.00 Elv.198.4 68.00'LT
19 +55.00 T 40.00 BST 81 75.00'LT 7 K-Bus 51.32'LT
81.00'LT LT.00'LT LT 00'LT LT 00'LT LT
312 75.0 LT BST 7 60000"LT
5U)O'LT 5- P-IV wC
EX'1 81.00'LT 5 +34.00 -14
+57.00 75.00'LT 64
o f 103.00 F, *40- RCP-IV-
EX RAN .0
"��CHN GERAFFO +39.00 DI 75*L-T 15"RCP-Iv co OO
DB 7800 PC 730 EX RW 30, 75 00'LT LT 6"RCP-IV 1501 TAPER (LT Tu IV) • +.
Lr) BST PB 44 PC �llv I. L Oss
0 clq 45.J2 T 67566 LA 2614 �261� 15"RCP V -.--.-PIP TO
CONNECT CN
PU LIE OR`D
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PUE �, PLIE 24-C&G REM v -- ———— on
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1:+ EM00-1 1 2 1
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10 a W RCP-IV- I/-\ -I- .....1TH I jllE--J7 P4ffiQVF REMOyf- REMO A WE'T5-R P-IV �4-42"'RC-V/ 6"SMOOTH REMOVE 0-
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NK /',l ANN LLIN
o V) 3 RCP,IV DI 15" BOTTOM-I`l I I.,
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REMOVE SLOTTED DRAIN b 1-1 T1.
ppnp q i Aq ci EE SPEC.DIET. 5" CP-IV CR D, ROIP-1V H 30'C&G -lCB FLO
L-1 ------- L�EI I I STAA .........
U s TI F CUR 69 F S �PLA TERS 1 89 RC
I I-C PUE esr
PUE Fq U
12"RCP t�-24-RLrP-' PNM SIGN
70 NN C K, 58 S gle!, O'TAPER (L� N) El,I E
BST + 7 00'RT Q (LT TU
IFn: i.on'RT Y40 BK BUS.'�
Co +
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IV +7000
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TH 87 BST '2 ISBK BUS 5.00 U°00xmTKI - -
t,42.00'RT coNcN 4 Z� BST > m RT G,
In 0 52.5 DISTURB UL 7.34' 2011�191�1 -OO'RT 2
19 3 IV, STAIN EX RA
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I o? C-C(TYP) BOL 85' 4-U4.(JO----
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+15 00'�Y39- 71.00'RT [ 70.�l EST 61 1 T .00, RT
c� 6 43.00 PAN REWSI Z PF PERTIEl.L +"-Do EX PINY
)O'RT 11 T �r�! I I Ll
510 95.00'RT 318 DB 417 70.00'
(�6) Z42p94 'G
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o EX RW P, Is I'BLK WALL
PB 8 PG 3-5'SPLIT RAIL FENCE 3 U22
CHEERS CUMB R ND CROS#4G,LLC. GOING -4111 1 D I TII
DI DB 837 0 F71 A DDAV5 2 P 87
6 8 P 92 PC L n3ig REI O LC wo �TALS,41- WC 0 T E�2R P 0 RENTALS L C PB 8 PG 5
IE THREE DB 2 PC PbLLC 1-1 DB PG 94
D 3473 J GARY CICCONE PB 8 PC 5 PB 8 PC 5 323
6 PEI 8 PC -O�ST 82 '4'W & �IFE TERRY G RETAII
'00'E 2' )B 482 PC 7T2
`\�Pfg 9 PC 11 67.2 9
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N 81*45 LOUlj,,lRA
79.95' 57.64' 1 L_,;;-RETA & OUR A Fn Os
_Y39 '-'�RETAII-/
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-� 3 1 *�� '40'10'E PB 8 PG 5
2+6028 \ 82 DB 65 5 PG 7 5
SPEREDON OULOS N 82*40'40-E N 8200AO'F� 135.48'
& gIFS
DB 760 PC 179 -BY42- # 90
BREWSITZ 149.50'
PROPERTIES.LLC p
B 8 PG 5 1
�1� VAR CONIC DB6629 PC 687 .1342E z
SY
RUCTI
L- 9 //+5 52.49' 2
F
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UI II III II
c -------J
S.BUS
BST
/0
-0 00 0 0 LTING R/W
LLl JO-C&G 30'C&G
(D
BHEEZEWD AVE 325BST BREEZEWD AVE 325'BST
30'C&G 30'Q&C
PROPOSED SIGNAL
S
0 NOTE: SEE SHEET 43 FOR -L- PROFILE
PROP CONC SIDEWALK BST SEE SHEET 49 FOR -Y39- PROFILE
0-
--A DESIGN EXCEPTION FOR LANE WIDTH IS SEE SHEET 49 FOR -Y40- PROFILE
REQUIRED FOR -I-STA.38+95.00 TO -1-319+95.0 SEE SHEET 213-8 FOR INTERSECTION DETAILS

IPROJECT REFERENCE NO. SHEET NO.
' '• U-4405 27
-� E ^ RAN SHEET NO.
( �JI Ir Q N ROAENGINEERSIGN H NGINEERS
L I ISBKD
❑ dPtH Ica o•, o„�CAR���.
FIE
OD SEAL �Ct - iaa SEAL!'
Z Q 024929 `•. 20147 e
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END TIP PROJECT U-4405 Z ''•:�,'„bw',i. :C��" o,,KF,FLE
., „ 4uuuoo
eKD a III ql�� se -L- StG.324+00.00
000 � t s DOCUMENT NOT CONSIDERED FINAL
I ` UNLESS ALL SIGNATURES COMPLETED
Y\ m 9
GENE 5 AMMMONN
RES
. � 6621 & WI FE DELOS
s 76°zr23 n� DB 1178 PG 359
--30'C&G --3b'�aG 1 � 1 PB 17 PG 41
® MCBAIN DR p 3-1 BST ® MCBA/N DR 32'85T JIMMY&R IFE SON \\ -BY48- #102
�'cac___�� m DB 702 PG 286
30^cac
T=T--\T ` 105 PG 158
TO .81, G,
tm
IIo, -L- PT Sta.322+70.ISBKD0 St 43'3429.9"QTI TRACE H0MES IBC RETAIN/ D = 8°00'482" DB 9079 PG715 W �, PB 105 PG 158ISBKD p / I L = 543.78, N 'e`'s. FAYETTEVILLET - 285.80' o ls,4. ASSOCIATION o2ADNg%
R = 7/5.00' OF REALTORS s' A;DB 2706 PG 741 / 3d1SE D.D4Ay,\
256KD
m a 'IS'E2.65' N \/O 340 HUSBAND 6. 339 m8046 PG1�' / m' g gp• N SI°57'34'E CONC 11 105 PG IS
99.71' WE RENETAL /
N az°zror E EIP a m N az°ze'o7'E PROPERTI S
117.63' - g //• - s DB 6018 PG 711 / '•;rmm / �' `�i
N / --- _-_ .O, N 62°08'IS'E G y\
q, PLANTING EASEMENT PB 12i PG-65 88$ O°'�' N 09° '22.w 29.52' P
/ N 50°1V23'E m l\ j
80°7'23'E / x�o '�/'/ \
EX R W 6°.00. -/ 336 0� 44.6s 84.52' >LONG� 24" k
165.00'LT --- I o�^ ISBK Bus
b SV.II WRWEGORNNs
ZO a 329 '� +38.00 68.00 LT s } / 6 S y6 4672 PGN63 4 N f 337 WE TAL a / \ I ECM / m Ec \\\
,� w \ / y/D EAL / / / b 8, 6,, /� oNc/ / I I-
w 'b TALLEY T E TS,LLC `' PROPERTIES LLC 157.00'LT a / EX WW 90IRE
PROPE TTI S
/ / I 160.00,LT 1 W EKS REDT L DB 5018 IPG 711
DB 7 9 68 DB 6426 PC 49
PB 1y25 5-. s ez°19'IxONc EI ,`" +35.00 PRDO, R1 S +38.00
125 � +11.00 r /l l l r 159.00'LT it D 6018 PG II + / 60.00'LT
68.00'LT 25BLK Bus ® T €J. �_ /
N O +95.00 OF 25BK BU5 338 z / -- + EX RAN `� Z
M 50.00'LT T AIR PUMA'' - / 1 A ETTEVILLE,LL � LTI
ISBK Bus +00'LT OVE a �\ 334 D B71246 PG 163;8 68.00'LT n _! 330
a +61.00 62.00,LT HIGHLAND DAIRISS INC a s o N v 18"RCP- CU i 6
0 68.00'LT 50.00' EX ,±100.0' S / DB 2148 PG 67 a `� m u'jp 24" i / y>G& ISFD ISBKD
SF BUS
50.00'LT 2 13 j 50.00'LT - + / i// 15"RCP-� L�, rn+76.00
15 PG 19 ISBK BUS 3/'INC 68.00 72.00'LT1 ` 50.00'LT 70 +24.00
$ - 68.00,LT
N CONGJ 1 50.00'LT F LJJ PROP.B"x s 7D1IR 0 � 5 .1 4LT
E 27 DI "O-F 2 2 IR=3O0 1xN L763F3G _-- EIPE P ETAIN P E
12""C PROP.B"x F" &G JJE U P
S9� \ 983 KP 5S
W _ 14 PG�w
- ��- -_- -- - �
W O z Pa w
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M H o m B oR - I Y % 71 -T I^ R-30 \
N LLI N R=40' R o I BRICK ISBLK BUS ° P�
Z N 0" P�IIa - _ _I5•RCP REMOVE s R C .004 07_ - _` - - _ _� I I -Y44- + �p
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1Q 1 C Q
IN GROUND
\{ IN GROUND
3 ! 1 � L 24' PU x 2C&G \ \ � 5.5'y� � - + e 1 �1 I�� \aR\J •A
w V 40�00'RT I : � v POOL mRl 347
`� I 'p Y O
205'LAIJE SHIFT / 25.50' T G3 v
�- PC St,. 17+272
Rpp� Ili I zl 191 / \Hc 9 \� HIGHLAND COUNTRY CLUB
z l50 ISBK E RN✓ \ \ Cg \ -Y 3- +D0•DD Itl _ D 471 PG 296
TAP MTL s Is�Ks 7 +41.04 Bu+s3 5a'o, ' \\n o LONG -_ fTl +00.40.004RT,
us A 5"RCP-IV 67.00 NN f
STEPS \A \ 1 DB 3226WPG8616 fi� I I mil I 2 7i6 cac EX R'W
=�w9 PB 2 PG 186 I II I 1 +76 I �
m N � jT 331 X 95.00'R 3 \ \ 3 \\ �l xlsT 25BK BUS 1 eusK 03 /
t�
FILL WITH + Y \ ! \\ \ k8
+79.00 o FLO ABLE F LL +63. 71.00'RT \ `� \ �� RETAIN S S
83.00'RT - 67.0 ' .00 T \ \\ \ 15" N D1 \ // ➢ 1\ E I EXIST 12+38J4
m 24•cac 60.0 ' 332 0 \ T Sta.
V - + O Imo) \ -o CONC 25BK BUS •05rE i _Y44- PO
IGHL D D 8591I�AAMPG C54L. L �' \a N �o \ \\ 60"CO0N
PEIB9BSRGLI87 EIP TERyILLE EQUITIES I,L \�\\� \\ \ N \ \\ o �� III II �IIII -Y t0.1/+90.0
EX DB 5187 PG 200 \
75.00'RT 5 79°55'08^w 9a.6o' I PB 101 PG 100 I� oQ Lj\ \\ �' m BALL +004U. U'KI
a c, 74°52'o6"w 40.00'RT `9 I
EX 40.bo• +11.00-Y43- c \\ 1 \ P
83.00'RT 11 95.00'RT �z \ \ 9 \ \ 27 1 \� \ \ 1
EDWIN J �11LLER x -BY44- 93 EX RNJ m EX RN/ 0 6p00, I
yyyy r o \GP \ CB \ / NN
O DB 518r'PG 391
PB8PG5 = T-° © 15"R IVi \� \0
ENTI EX ND2tyALDDABVIgG57
PB8 P \ • '�12 Z \�G�\
J^
N 82°23'42•E EIP1 MceRee oa
m 260.00' BM16 UNABLE TO LOCATE 94.00'RT \\ \Z G 7 '\J * PROPOSED SIGNAL
a CONNECTING STRUCTURE " \ �' `C'`P o+vo
POSSIBLE JUNCTION BOX _ `N' 7 0 PROP CONC SIDEWALK
EVIDENCE INDICATES 24"CPP
Is HEADING TOWARD `r E
THE SURVEY LIMITS �° 94.00'RT 01 LT ' A3� 3 � 14.ee0
lyj S°Sy UNABLE TO LOCATE
CONNECTING STRUCTURE l M / ausaat au54ot
•�,�-tee POSSIBLE JUNCTION BOXx�o •'A DESIGN EXCEPTION FOR LANE WIDTH IS
j F APPROXIMATE DIRECTION OF \ oa- D REQUIRED FOR -I-STA.38+95.00 TO -L-319+95.00
36'RCP SHOWN
ti L RETAIN /
NOTE: SEE SHEET 43 & 44 FOR -L- PROFILE
"°a`r°}u� SEE SHEET 50 FOR -Y43- PROFILE
SEE SHEET 50 FOR -Y44- PROFILE
SEE SHEET 213-10 FOR INTERSECTION DETAILS
SEE SHEET 213-9 FOR INTERSECTION DETAILS

0 �o y0
DECK a SSFO
0, PROJECT REFERENCE NO. SHEET NO.
k \\ \
RAN SHEET NO.
CAN O ROADWAY DESIGN HYDRAULICS
• k ZS\qD S WD`' pEGK ^•'' MTL -SRI- -$R2- Q ENGINEER ENGINEER
S x Pl$ta /0+2/.53 Pl Sto 14+g6J7 Pt Sto 17+88L1 PI Sto //+2669 / �� I "' "FF"FF•
. N opQSH CARp�' ,��`N CAROB���
I Q = 24/T 47.3"fRTJ 4 = 83 39'28.3"fRTJ p = /5'46'37.5"(LT) _ /3 05'28.3 (RT) ' a;oFEssr.:ry; o�.•
D = 57"17'44.8" D = 38"1/'49.9" D = 24°54'40.4" D = 7'38'22.0" U :eP 9; a;.oFII S
L = 42.4/' L = 2I9.02' L = 63.33' L = l7/.36' o I �2 I�� SEAL ��': n '��SEAL
RNgM T = 21.53' T = /34.25' T = 3/.8T T = 86.06' ozasza 20147
ENTAL B 863q, `^' R = 100.00' R = 150.00' - R = 750.00' I I i�•..•F �:a:' ��'.�'••``Nc1NEE�`'o?
,,nn,, /� R - 230.00' J a:•
ACV W / 'Y ' I %;C, NGINE: ,�'4q•9NK'F�FLEM\��
LAST SPL• \qp5 OURT` CJ X I X I� III I1
DETAIL 10 DETAIL 15 DETAIL 14 n / ` I Iu I I ' II DOCUMENT NOT CONSIDERED FINAL
SPECIAL LATERAL'V'DITCH STANDARD 'V'DITCH SPECIAL LATERAL'V'DITCH U1\ y- - PT $to.18+ 0.08'. I N I I 1 1\ UNLESS ALL SIGNATURES COMPLETED
I at
Swlvl IN"t t°Swlvl IN"t to Swlvl / L \
\ \ lJ
Notuml N°Nr°I Fill \
Nmur°I \°t t Fill Gnx,nd 7� •L�\ Ground \°t r Slope
,., D N,ro, 1. -SRI- PC'S 17+56.74 x I I -B Y 5- 6\
Ground Iy D F\6�° Slopa d Ground ?�T D Fes° �
d 6'�
Min.D= 1.5 Ft. -S - 44.00
Min.D= 1.5 Ft. _/" I I _
0 LT
Min.D= 1.5 k. Type of Liner= PSRM Max.d= 1.5 H. Max.d= 1.5 Ft. STA RD ITCH X -
Typ,d Liner= PSRM (,y SEE ET S
FROM STA.11+00 TO STA.12+75-SR3-RT FROM STA.16+50-SRI-TO 17+13-SRI-LT SL E-
FROM STA.15+00-SRI-TO STA.16+50-SRI-RT \ "T DOE_ +/-30 CY N I I I POT $t0.10+00.00
FROM STA.16+50-SRI-TO STA.11+00-SR2-RT
DUNya-G E `� -. l- Sto.17 46.94 n I I I I i l0
es i �✓ / -SR2- Sto..l -11,00.00
-SRI- PT Sto.15+80.93 6'CHL r-
X
x- X_
` o
�
\ \ Q
0.00,LT -- -SRI- +80.93 + 6.74
a \ \ 30.00'LT 30. L 50.00 N CLASS B RIP RAP CM
\ y^� 66 - - EST 5 TONS III
0'LT
g6 g D�• / F- _ E E 14
53 M oI I -SRC+o . o x M qr
30. 'L •2; -4- 6� I x BST
N 29sO'W 5i CUMBERLAND COUNTY I I 55 -SRI- PC Sto.13+61.9 ��
_ \ J OB 8304 PG 55 Co BERLAND COUNTY l x -_ �'�.25.
/ �1 BOARD OF EDUCATION -SRI- +61.92 �/
DB 635 h I II G 1608
25.00'LT
z I� B PP
p I DB 536 PG 4 -Y4- $to.12
10
h DB 517 0 +35.73
_ _ =30.00'RT O 2810 I� -SRI- $to.18+8/.09 I
S 83"39 /Off E I h
fli -L- +6 .00 Kl-3 0+.0705.0R0T
I I
_
J
582.00'LT 5
L 6 5cONc sw PROF.2-6`C -L- +78.00 30.00 9. s ti
° o /
K_ ° E / SRI-+61.92 GATE
0 / l6•PINE 30.00'RT 0K 30.00'
00
/� -SR3- POT $to.10+00.00 / // SPECIAL LATERAL'V'DITCH7- DE+f s B H /
- _ �� / 2 5TDOCALE SEE DETAIL 14 -$R2- PC $to. 0 3 ®S
4� 3•PINE OAK 25FD O - 'GAT 80 I
,P zr P, { ePMe 1 I I II g
z NE 1519 $PECI LATE ITCH W
__ -Y4- +15,1J I \\ I II
-S 18'RCP-IV I / ✓fig' + IEX
83. RT t't \ I k 'i l CONCRETE -SR2- +000(�° I so° IIh
CONC c\ I / �OVERHEAO I ISTR I/ 2 0 30.00'LT I II \ II
m 4'CONE \\ .m I I_ /k / / SHELTER I ISTR
J ISIR I l� WD RAMP
$R2- PT to.l2+1/99
b �Rl-+1 .00 4Y \\
-- -y 5'CONc x I \ II \
2G-D B I / _ ,,nn,,aq \ 4•GgK\°o,�c I Iz �- I- ti 9.74 SR2-+11.99 i I I \\ T II s coNc sw
g ' I 0y / t,y OAK \ s� J / R2-+11.99 F 30.00'LT
SR3- +00.00
2 45.00'RT 2 Ol I 00 +45.78 30.00'RT
-SR- +25.00 q y _SR2- +25.00
in -SRI-+65.00 /(�' CL I
C IV Dl 25.00'LT / O d 0 = I �/✓ °� 30.00'RT 30.00'LT -
g °RAV
R SPECI LATERAL'V'DITCH CONC I SRI- PT Sto.10+42.4/ v \ EL /(� STAIRS
10 'QQ0 C.Y
2 SEE DETAIL 10 m a I I / / 'g' /,n,� ,{� 4s
ISBK l/ \ G 6,C N7 I 'I vnRI S' I \\ /5
LOYD E AUMAN I ll'
C ELEMENTARY SCHOOL
h I SRI PC Sto.10+00.00 III p} �` ,Iv x"r ° °a\� I q \\ III \ I
z BST I -SRI-+88. 1
/ I 97.74' T 'C O m
15"RCP-IV I I I I I// CONCRETE II -Q Lit \\ BST r
¢ 15"I RCP-IV F E S II \
E m \ I }PS 1 Ip E CppE I I IN \ 1 IQ --- ETAIN \\ CUM6 RLAND C1 f�TN II$
I EXTENDS ABOVE STEPS \ \\ -I II A E
54 +95.00 +10.00 D \ II - I O I b' 1` BO D 847 PG 4 O wm
r, C DI 8. 35.00'LT I �S \ II rn \\
CONC 0.00'LT 240.00'L 804 RE OVE 24'00 1 T RCP I �- e
CUI,.�BERLAND COUNTY sWi �- esr I L JJ
DB 8304 PG 55 1 l I l�l1G AND ABANDON I\ ` I O 2SBK CONi i \\
�_--- C8 n CB 1I I BST QO CLASSICAL MIDDLE `,�1 \ --
8'CO C S c'= 80 230.00"6L \� I\ I �O SEVENTY FIRST
SCHOOL MILL CAN _��
�11NI NC E -- I \ BOL III CONC R I G 5
K q CON g A Y$ l OIGw1 I I -I� MTL GAZE N \
+70.40 \ I / I SHE z I I \\ n ET SYSTEM
6.0 / I S(/ ISBK GONC
C DI BST 230.00'LT X A() l I \ I \ �--1 L I E SEVENTY FIRST I �n
,• v O P w - A X ` 24
AO MATCHLINE SEE SHEET 6 Ez°N
r -SR3- STA 13+50 MATCHLINE SEE SHEET 6
a
-Y4- STA 16+50
NOTE: SEE SHEET 50 FOR -SRI- PROFILE
SEE SHEET 51 FOR -SR2- PROFILE
SEE SHEET 51 FOR -SR3- PROFILE

O' PROJECT REFERENCE NO. SHEET NO.
0
U-4405 29
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
o m � `°tN CAR' d°�ICARI O
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G—d ?, D NAD 83✓NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Min.D= 1.0 Ft. N 72
FROM STA.26+10 TO STA.28+00-YS-LT N�: CIRCLE K STORES INC
w DB 9852 PG 592
o� PB 137 PG 124
,S6'66 ,ZL•b£1 -YS- PT Sta.23+97.87
N 00°58'58'E _ q M.Sb,90°00 N M.b5.80.00 N
96.46'
NO OUTFALL
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PB 16 PG 48 _ DB 7738 PG 311
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PB 127 PG 75 0
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w I ��s PB 375 PG 4811 I ; S 9 OJ,S \ q oL
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EX RW 47.00'RT 62.82'RT % +90.00-YS- " coNc
O_ 6 `" ISBKD W STEPS + \_\ 76.00'RT BOL
2SFD I o I. +45.00-YS- +24.00-YS- \Q\ o
a I I IIql WD RAMP O I 53.00'RT 60.00'R-T A\ NK
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/ I � ISBK APT P 29 PG I �
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�� F ANCES H ELLIOT - III I )/ I\
�NC
DB S156 PG 93 / 60.00' T4C %I o I �I1a EX -YSW Y) A o WD POSTX
Pwc
L '
Im�TY \ jo h R• ,££•\\N \\ \ \ \ 1 ISF BUS
S SO POST(5)
WILLARQ,'-Ti ROLD
El. I
DB 55 PG 861
15'CHI ?B 8 PG 30 FIRST S
I I CHURCH
~ \ 1 \ 6
1 I BAPTIST CHURCH N \ \C pY1 PL
B 5489 PG 294 \ I
PB 28 PG 30 >w c
m
.50,8£.00 N •o� FIRST SPANISH BAPTIST CHURCHFI
A
-YS- POT Sta.30+20.46 I DPB5P89PGG3094 ¢
-Y5- PT Sto.29+07.96 - 6655tl2 s
o -YS- PC Sta.28+05.44
M \
a sz1 z \ \
3.50.8£.00 5 w
�W
N
N
a
a -Y5-
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p = 1*28'06.4°(LT) L = 25'18'13.3°(RT)
D = 1°25'S6,6" D = 10'44'58.8°
L = 102.52' L = 235.39'
° T = 51.26' T = 119.65'
R = 4,000.00' R = 533.09
0 3 SE = 0.02
Na
NOTE: SEE SHEET 46 FOR -YS- PROFILE

\ PROJECT REFERENCE NO. SHEET NO.
U-4405 30
m O I o I PW SHEET NO.
ROADWAY DESIGN HYDRAULICS
DETAIL 10 C
/ ENGINEER ENGINEER
� �
SPECIAL LATERAL'V'DITCH qO G�, \ X�-1 ••'PSH 1CARp''• �`.H,CABO
....` 2SBK CHURCH ;•QPOF ES8I0•.2y C�2�;SEE$$/0':,'''9��•�
Non, p.�°� Fill
•V / O I SEAL
c �a 7a D �`- S1oa" O I SEAL
2 JJ I 024929 20147 .
\.C° / '•O<z'FNGINE�'P'ip�',: .�,.�,P.F�'C INE`�R\`aV,��.
Min.D= 1.5 F. •.......•',yv.-�• �,,.A;'F••F��d,,�J
FROM STA.16+50 TO STA.19+00-RPB-RT ,
\ ® BST L��__ , '� .,;„•••
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_ UNLESS ALL SIGNATURES(COMPLETED
VILLAGE DRIVE
BAPTIST
IST CH RCH I'vl
—"ROBE B TAYLOR, \S \\�� PB 83 PG 177
J66
DB 8409 PG 15s PB 86 PG 175 > asTCRAGNSON / ICIDB 7600 PG 747B 86 PG 175 T BSTJEFFREY REITZEL
DB 3983 PG 362 - RROBE\B / AR
VAN E.GRICE pB 63 PG 93 DB 8409 PG 150R B 3575 PG 25PB 86 PG 175 SUSAN C.SEPB 63 PG 93 DB 563 PG PB 63 PC TIMOTHY R.GODWINDB 5945 PG764PB 63 PG 93MOHAMMED W.RAHMAN oM 3H3sv3 a'-MDB 5396 PG 563 -- - �-
PB 63 PG 93dl3
JEAN PHARR LYNCH z - ","n d1
LIVING TRUST
DB 6205 PC
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I � SC -RPB- StG.13+04.49 I I -AA- CS Sto.68+37.69 TS -RPB- �t7N0 "54,49
y q s II II 'c' ———
-- —
i � POT —RPB— Stc7.l + II11--—_-----------------
—AA— Sto.69+06. — RETAIN
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24'
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OF 18"CMP S9➢DS)-�F----- NL T
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CALVIN NGUYEN 3H0
i B 8889 PC 0
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� CLASS B P RAP RICKY TORRES P±ps,62 PG 83
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�pE B' cN ��X— KISHORKUMAR P.KANER A T C.DAVIES r— rr ` 38
101E A.GONZALEZ DB 8900 PG 303 B 8608 PG 601 a F S I a
BEGIN NOISE WALL nae aiw DB 7556 PG 687 pg 52 pg g3 P6 P -
NIJ�� 2SBKD EST p.5EL0 ex�s I PB 62 PC 83 h EST 0 SOY`G`� EXTIL 6126 PG 20
I— sta.10+00.00 N
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5o OFF 75.74— _
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BOBBILI V.WILLIAMS
DB 7308 PG 617
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BEGIN CONSTRUCTIO I W —=1 —QT�
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a -AA- -RPB- —
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Pls StG 69+71.06 P1 StG 62+85.40 Pls StG 12+54.50 Pl StG 15+9/64 SgKD
/ es = 3°00'00.0° 4 = 16°4/'15.7"(LT) es = P 47'25.8" A = 13'38'43.4"(RT) x —
Ls = 400.00' D = P 30'00.0" Ls = 150.00' D = 2°23'14.4° G3 1 26'CON
LT = 266.70' L = 1,112.51' LT = /00.0/' L = 571.58' r x
o / ST = 133.37' T = 56022' ST = 50.00' T = 287J5' x x
R = 3.819.72' R = 2,400.00'
5E=.06 I x ❑
03 x
Naxxx x x xx
NOTE: SEE SHEET 45 FOR -RPB- PROFILE

PROJECT REFERENCE NO. SHEET NO.
2SF APT
III es DETAIL 6 DETAIL 9 R U-4405 3/
C / o
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�' I Net ro Smle) I NM ro Swle1 Y /O
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N1 ENGINEER ENGINEER
X .� ~- Fill Nmuml b FIII •wry ad+ //`. \ /W ✓ ••jN MCA '•, Ada qq
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Groand d :I D 1- Slove Ground 3. D 1"iR. Slo D \ l O B('•,x �N CA 0( r
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/ G.m 0. Min.D= 1.0 H. /'. ara/ i4R' Oy:9: .2;.oFESS/o••..q'y
�I S - Min.D= 1.5 Ft. a+ / /� r/ SEAL SEAL�(
L \ Max.d= 1.5 F. + .� p BST //. / \` .}
S Type of Liner= CLASS B RIP RAP 6= 5.0 H. \ FROM STA.16+50 TO STA.24+00-RPB-RT / $��/ O �\ 1 � /�+.�,q/ 024929 1; F20147�.
X FROM STA.30+50 TO STA.31+00 RPB-RT < � OINE�e'•�':' I'�'�.p`•�.r',I NE�;+�V�.`�
2-APT / 2SF APT DOCUMENT NOT CONSIDERED FINAL.�\ UNLESS ALL SIGNATURES COMPLETED
VILLAGE DRIVE +BAPTIST CHURCH -I-\ / el+ 4p�s
II \ DB 410T PG 44 /� //
-R PB 83 PG 177 +/// / 2SBK FIELD HOUSE / 9T OJOoO /MC UB E4RSON 128 PGG62EN INC. /O/ �/ ,
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x
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USo __----- ------------------
y 3108 REMOVE 29' I�_____ ______ __ -----
_ L2 /1+70.55 s
ALL AMERICAN EXPRESSWAY BST OF 15"CMP RPB ,STA 27+39./9
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'd o N 3105 N y TB 2GI _ 15"RCP-IV 3120 2 3118
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r _x3
orn r l- ST 28+30.00 +67. 3 00" e'�• +z TDF Rc >P,Bsr ( U
SQ T
$ C PH IT
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o Q 3102 85.00 DPB 628PG 341 ISFD 50.00'RT e N �e'� \99.Op o/i AN / PLUG AND
91. 2'RT 2SBKD 38 \� `' / / ABAN IPII� NDON ti
g g W CLA I RIP P E O / off/ �pA�OVE
T 7 �-I� KD - / \ 112 2SBK BUS 2SBK B + 6.23
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rQ ` 2$B 62 P --- ° U • S B RIPRAP
K DR =BST \ \� E S� I RE PL S �C��i l AZA SINC BDS 2SBK BUS / LA 6TCH
IS -� FEoolc, _ _-�\\ 0 0 �i � '448 G 8 / BST +88.00
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II Pl Sto 15+91.64 PIS Sto 19+26.07 Pls Sto 29+62.28 Pl Sto 31+40.19 PIS Sto 55+91.89 /ll
15"38'43.4"(RT) es = r4725.8" es = 6'21'58.3" 0 = 14°06'I3.2"(RT) es = *oo'000" l // SKETCH SHOWING THE RELATIONSHIP OF
= Ls = 150.00' Ls = 200.00'
D 2'23'14.4" D = 6.21,58.3" Ia LS = 400.00' /l l BST THE BRIDGE TO THE PAVEMENT
03 /� L = 57158' LT = 100.0/' LT = 133.42' L = 22154, �� LT = 266.79
II T = 287.15' ST = 50.00' ST = 66.75' = '11.33' \\ ST - 133.37
R
400.00' NOTE: SEE SHEET 45 FOR -RPB- PROFILE
\� �) SE=.06 SE=.08 /�/
\ NOTE: SEE SHEET S- FOR STRUCTURE PLANS

O' PROJECT REFERENCE NO. SHEET NO.
0
U-4405 32
RAN SHEET NO.
`A ROADWAY DESIGN HYDRAULICS
C ENGINEER ENGINEER
,^1,, CRIQ ""'011.PSH 10gR0'' .`��H'CARO�4i
so,?.:OFES S w%-!'.
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024929 •' - t 20147
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ss \
\ DOCUMENT NOT CONSIDERED FINAL
/0,0 \ UNLESS ALL SIGNATURES COMPLETED
CB \ SS\ \
2 \ \ -Y43- Pt Sto.20+73.56 -Y43-
Pt Sto 18+97.74 Pt Sto 21+17.77
WD A 26 A WELL INC d \ \ L = 0°29'06.2"(RT) � = 0°28'56.2"(LT)
PPG 10
O 184 FAIRWAY BUILDING -Y43- Pt Sto.18+84.05 -Y43- POT Sto.21+78.2/
°i DB 4176 PG 130 D = r 25'56.6" D = I°25'56.6"
m - Y 4 7- # 107 L = 33.86' L = 33.6T
/ �j c�/ T = 1693' T = 16.83'
9 � �� �^ l�11 ����� �� I ' R = 4,000.00' R = 4.000.00'
JOSEPH D JACKSON
DB 8561 PG 156 \\�\
esr _ / / /o PB 56 PG 61 JAMS H SMITH BST / DB 567 PG 289 \\
K eus BST 2SBK Bus P 56 PG 61 I \\
2SBK BUS I
12, ` esr FREDERICK A BOOTH JR
2SF/BK BUS ,\m by OB 5940 PG 61/ 4, \
CON - / / `"m / RETAIN a PB 56 PG 61
mol/ 2SF/BK B 5 I o- \
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Z - - - N - TIE .
3213N I �c \ a BST I
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3204 320 320 v 0 Zu y 2
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R155RCP-IV o - -•�- o- - --RCP -ry �) A pLF<i=%/ ---PWwcl A-/S RCp _ G 4c AC _
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/ RETAIN AI
94.00'RT I RETAIN a "c Bsr DB 8725 PG 325
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8 I RETAIN 4.00'RS 1QJp00'RT 106.00'RT \S"��, III a I�11 N PB 72 PC 32 353 3 I
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-Y \ DB 3885 PG 830 1 ;ym
o 'RT NC no, ISFo r r +87.0 PB 81 PG 192 I I; - - TR Tl /p
EDWIN J ILLER a EX UU \ I o. + m
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PB IOIPG 100 II c�a o •/ ' / \\ ISBK BUS
333 S - O UN BLE TO LOCATE ti
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C IRE BOX ��' h P• rBO E%B E
26 4 PO ROXIMATE DIRECTION a'
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° •033`W 350 351 PB 72 PG 32 9�4g?g E
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Permit
Modification
Dec 1 , 2017

PROJECT COMMITMENTS
T.I.P Project No. U-4405
US 401 (Raeford Road) from Old Raeford Road
To East of Fairway Drive in Fayetteville
Cumberland County
Federal Aid Project No. STPDA-0401(230)
WBS Element 39049.1.1
COMMITMENTS FROM PROJECT DEVELOPMENT AND DESIGN
Local Programs Management Unit
At the request of the City of Fayetteville,NCDOT will enter into a municipal agreement with the
city to fund construction of five-foot sidewalks on both sides of the US 401 (Raeford Road)
Road corridor. Under this municipal cost share agreement, the City of Fayetteville will be
responsible for fifty percent of the additional cost and will be responsible for maintenance of the
pedestrian facilities upon completion of the project.
Environmental Analysis Unit, Traffic Noise and Air Quality Group
One noise barrier at the All American Expressway proposed off-ramp meets preliminary feasible
and reasonable criteria found in the NCDOT Traffic Noise Abatement Policy. A more detailed
analysis of this potential noise wall will be completed during project final design.
Environmental Analysis Unit, Historic Architecture Group
NCDOT has shifted the alignment away from the Lindy's (Former A&W) historic property, and
only one driveway will be provided to the property from US 401 (Raeford Road). The property
sign will be moved towards the side street.
Roadway Design/Right of Way/Division 6 Construction
NCDOT has shifted the alignment away from Lafayette Lanes Bowling Alley property. New
sidewalk will be outside the historic boundary. A small permanent utility easement(PUE) for an
anchoring guywire allowed; temporary construction easement will be acceptable. Removal of
parking or impact to the structure is not allowed.
COMMITMENTS FROM PERMITTING
Division 6 Construction/Utilities Unit/Roadside Environmental Unit
For the open cut trenching of the utility lines, the mixing of topsoil and the subsoils within the
wetlands shall be minimized to the greatest extent practical. During, excavation, the soils shall be
placed on fabric to minimize impacts whenever possible. Topsoil excavated from utility trenches
in wetlands will be piled separately from the subsoils and will be backfilled into the trench only
after the subsoils have been placed in the trench and compacted.
U-4405 Permit Greensheet
December 2017
Page 1 of 2

Division 6 Construction/Utilities Unit/Roadside Environmental Unit
Sediment and Erosion Control 15A NCAC 02H .0506 (b)(3) and(c)(3)
Turbidity curtains shall be used to isolate all work areas from the stream at Beaver Creek,
including pile or casement installation, placement of riprap, excavation or filling. Strict
adherence to the Construction and Maintenance Best Management Practices will be required.
U-4405 Permit Greensheet
December 2017
Page 2 of 2

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2011-01806 County: Cumberland County U.S.G.S.Quad: Fayetteville
GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: Mr.Phillip S.Harris,III,PE,CPM
NC DOT-PDEA
Address: 1598 Mail Service Center
Raleigh,NC 27699
Size(acres) N/A Nearest Town Fayetteville
Nearest Waterway Beaver Creek River Basin Cane Fear
USGS HUC 03030004 Coordinates Latitude:35.0413189656353
Longitude: -78.9624331673919
Location description: The project site is located along US 401 from SR 1409(71st School Road)to US 401 Business(Robeson
Street),in Fayetteville,Cumberland County,North Carolina.
Description of projects area and activity: This verification authorizes impacts to waters of the U.S.in association with an NC
DOT road improvement project along an approximate 6-mile section of US 401 from SR 1409(71st School Road)to US 401
Business(Robeson Street).The existing facility is a seven lane roadway with a center turn lane.The proposed facility will be a
6 lane roadway with a raised median.Permanent impacts total 0.21 acre wetlands filled,840 linear feet of stream channel for
and 0.23 acre open waters filled for culvert extensions,bank stabilization and utility line relocations.
Applicable Law: ® Section 404(Clean Water Act,33 USC 1344)
❑ Sections 10(Rivers and Harbors Act,33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number:NWPs 14 and 12
SEE ATTACHED RGP or NWP GENERAL,REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated October 25, 2017. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order,a restoration order,a Class
I administrative penalty,and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended,revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced(i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA),
prior to beginning work you must contact the N.C.Division of Coastal Management in Wilmington,NC,at(910)796-7215.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program,please contact Sarah Hair at(910)22,5511--4049 or Sarah.E.Hair(a usace.armv.mil.
Corps Regulatory Official: 1 'C Date: December 1,2017
Expiration Date of Verification: Ma" 18,2022

Determination of Jurisdiction:
A. ❑ There are waters,including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act(CWA)(33 USC § 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403).This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process(Reference 33 CFR Part
331). However,you may request an approved JD,which is an appealable action,by contacting the Corps district for further
instruction. Please note,if work is authorized by either a general or nationwide permit,and you wish to request an appeal of an
approved JD,the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403)and Section 404 of the Clean Water Act(CWA)(33 USC §
1344). Unless there is a change in the law or our published regulations,this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters,including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act(CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued August 9,2012. Action ID: SAW-2011-01806.
Basis For Determination: *see previously verified PJD dated August 12, 2012
Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants,or anticipate participation in USDA programs,you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service,prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and
C above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination,you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process(NAP)fact sheet and request for appeal(RFA)form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele,Review Officer
60 Forsyth Street SW,Room 10M15
Atlanta,Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete,that it meets the criteria for appeal
under 33 CFR part 331.5,and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form,it must be received at the above address by
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**

Corps Regulatory Official: r �
S ah Hair
Date of JD: August 9,2012
Expiration Date of JD: N/A
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so,please complete our Customer Satisfaction Survey,located online at
http://corl2smgpu.usace.army.mil/cm apex/Vp=136A:0.
Electronic copies furnished:
Ms.Joanne Steenhuis,NC DWR
Mr.Jim Rerko,NC DOT Division 6 DEO
Mr. Colin Mellor,NC DOT PDEA
Mr. Chris Rivenbark,NC DOT PDEA

SAW-2011-01806
SPECIAL CONDITIONS
1) In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit authorization.

Action ID Number: SAW-2011-01806 County: Cumberland County
Permittee: NC DOT/PDEA, Mr. Phillip S. Harris, III, P.E. CPM
Project Name: NCDOT/U-4405/US 401 and US 401 Business/Division 6
Date Verification Issued: December 1, 2017
Project Manager: Sarah Hair
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Sarah Hair
69 Darlington Avenue
Wilmington, North Carolina 28403
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

NATIONWIDE PERMIT 12
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDERAL REGISTER
AUTHORIZED MARCH 19, 2017
Utility Line Activities. Activities required for the construction, maintenance, repair, and
removal of utility lines and associated facilities in waters of the United States, provided the activity
does not result in the loss of greater than 1/2-acre of waters of the United States for each single and
complete project.
Utility lines: This NWP authorizes the construction, maintenance, or repair of utility lines,
including outfall and intake structures, and the associated excavation, backfill, or bedding for the
utility lines, in all waters of the United States, provided there is no change in pre-construction
contours. A "utility line" is defined as any pipe or pipeline for the transportation of any gaseous,
liquid, liquescent, or slurry substance, for any purpose, and any cable, line, or wire for the
transmission for any purpose of electrical energy, telephone, and telegraph messages, and radio
and television communication. The term"utility line" does not include activities that drain a water
of the United States, such as drainage tile or french drains, but it does apply to pipes conveying
drainage from another area.
Material resulting from trench excavation may be temporarily sidecast into waters of the
United States for no more than three months, provided the material is not placed in such a manner
that it is dispersed by currents or other forces. The district engineer may extend the period of
temporary side casting for no more than a total of 180 days, where appropriate. In wetlands, the
top 6 to 12 inches of the trench should normally be backfilled with topsoil from the trench. The
trench cannot be constructed or backfilled in such a manner as to drain waters of the United States
(e.g., backfilling with extensive gravel layers, creating a french drain effect). Any exposed slopes
and stream banks must be stabilized immediately upon completion of the utility line crossing of
each waterbody.
Utility line substations: This NWP authorizes the construction, maintenance, or expansion
of substation facilities associated with a power line or utility line in non-tidal waters of the United
States, provided the activity, in combination with all other activities included in one single and
complete project, does not result in the loss of greater than 1/2-acre of waters of the United States.
This NWP does not authorize discharges into non-tidal wetlands adjacent to tidal waters of the
United States to construct, maintain, or expand substation facilities.
Foundations for overhead utility line towers, poles, and anchors: This NWP authorizes the
construction or maintenance of foundations for overhead utility line towers, poles, and anchors in
all waters of the United States, provided the foundations are the minimum size necessary and
separate footings for each tower leg (rather than a larger single pad) are used where feasible.
Access roads: This NWP authorizes the construction of access roads for the construction
and maintenance of utility lines, including overhead power lines and utility line substations, in
non-tidal waters of the United States, provided the activity, in combination with all other activities
included in one single and complete project, does not cause the loss of greater than 1/2-acre of
non-tidal waters of the United States. This NWP does not authorize discharges into non-tidal
wetlands adjacent to tidal waters for access roads. Access roads must be the minimum width
necessary (see Note 2, below). Access roads must be constructed so that the length of the road
minimizes any adverse effects on waters of the United States and must be as near as possible to
pre-construction contours and elevations (e.g., at grade corduroy roads or geotextile/gravel roads).

Access roads constructed above pre-construction contours and elevations in waters of the United
States must be properly bridged or culverted to maintain surface flows.
This NWP may authorize utility lines in or affecting navigable waters of the United States
even if there is no associated discharge of dredged or fill material (See 33 CFR Part 322).
Overhead utility lines constructed over section 10 waters and utility lines that are routed in or
under section 10 waters without a discharge of dredged or fill material require a section 10 permit.
This NWP also authorizes temporary structures, fills, and work necessary to conduct the
utility line activity. Appropriate measures must be taken to maintain normal downstream flows and
minimize flooding to the maximum extent practicable, when temporary structures, work, and
discharges, including cofferdams, are necessary for construction activities, access fills, or
dewatering of construction sites. Temporary fills must consist of materials, and be placed in a
manner, that will not be eroded by expected high flows. Temporary fills must be removed in their
entirety and the affected areas returned to pre-construction elevations. The areas affected by
temporary fills must be revegetated, as appropriate.
Notification: The permittee must submit a pre-construction notification to the district
engineer prior to commencing the activity if any of the following criteria are met: (1) the activity
involves mechanized land clearing in a forested wetland for the utility line right-of-way; (2) a
section 10 permit is required; (3) the utility line in waters of the United States, excluding overhead
lines, exceeds 500 feet; (4) the utility line is placed within a jurisdictional area (i.e., water of the
United States), and it runs parallel to or along a stream bed that is within that jurisdictional area;
(5) discharges that result in the loss of greater than 1/10-acre of waters of the United States; (6)
permanent access roads are constructed above grade in waters of the United States for a distance of
more than 500 feet; or(7) permanent access roads are constructed in waters of the United States
with impervious materials. (See general condition 31.) (Sections 10 and 404)
Note 1: Where the proposed utility line is constructed or installed in navigable waters of the
United States (i.e., section 10 waters) within the coastal United States, the Great Lakes, and United
States territories, copies of the pre-construction notification and NWP verification will be sent by
the Corps to the National Oceanic and Atmospheric Administration (NOAA),National Ocean
Service (NOS), for charting the utility line to protect navigation.
Note 2: Access roads used for both construction and maintenance may be authorized,
provided they meet the terms and conditions of this NWP. Access roads used solely for
construction of the utility line must be removed upon completion of the work, in accordance with
the requirements for temporary fills.
Note 3: Pipes or pipelines used to transport gaseous, liquid, liquescent, or slurry substances
over navigable waters of the United States are considered to be bridges, not utility lines, and may
require a permit from the U.S. Coast Guard pursuant to Section 9 of the Rivers and Harbors Act of
1899. However, any discharges of dredged or fill material into waters of the United States
associated with such pipelines will require a section 404 permit (see NWP 15).
Note 4: For overhead utility lines authorized by this NWP, a copy of the PCN and NWP
verification will be provided to the Department of Defense Siting Clearinghouse, which will
evaluate potential effects on military activities.

The following list of General Conditions has been adapted for work in North Carolina for NCDOT
projects. Information related to USACE notification requirements has been removed. Therefore,
numbering and lettering below may not be consecutive. Please refer to
http://saw-reg.usace.army.mil/NWP2017/2017NWP]2.pdffor the complete reference.
4.0 Additional Regional Conditions for Specific Nationwide Permits
4.1 NWP #12 - Utility Line Activities
4.1.1. Pipeline/utility line construction through jurisdictional waters and wetlands will be
accomplished utilizing directional drilling/boring methods to the maximum extent practicable.
4.1.2. Temporary discharge of excavated or fill material into wetlands and waters of the United
States will be for the absolute minimum period of time necessary to accomplish the work.
Temporary discharges will be fully contained with appropriate erosion control or containment
methods or otherwise such fills will consist of non-erodible materials.
4.1.3. The work area authorized by this permit, including temporary and/or permanent fills, will be
minimized to the greatest extent practicable. Justification for work corridors exceeding forty (40)
feet in width is required and will be based on pipeline diameter and length, size of equipment
required to construct the utility line, and other construction information deemed necessary to
support the request. The applicant is required to provide this information to the Corps with the
initial notification package.
4.1.9. For the purposes of this NWP, any permanently maintained corridor along the utility ROW
within forested wetlands shall be considered a permanent impact and a compensatory mitigation
plan will be required for all such impacts associated with the requested activity.
4.1.10. Use of rip-rap or any other engineered structures to stabilize a stream bed should be
avoided to the maximum extent practicable. If riprap stabilization is needed, it should be placed
only on the stream banks, or, if it is necessary to be placed in the stream bed, the finished top
elevation of the riprap should not exceed that of the original stream bed.
4.1.11. When directional boring or horizontal directional drilling (HDD) under waters of the U.S.,
including wetlands, permittees shall closely monitor the project for hydraulic fracturing or
"fracking."Any discharge from hydraulic fracturing or"fracking" into waters of the U.S.,
including wetlands, shall be reported to the appropriate Corps Regulatory Field Office within 48
hours. Restoration and/or mitigation may be required as a result from any unintended discharges.

NATIONWIDE PERMIT GENERAL CONDITIONS
The following General Conditions must be followed in order for any authorization by a NWP to
be valid:
1. Navi ag tion. (a)No activity may cause more than a minimal adverse effect on
navigation.
(b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations or
otherwise, must be installed and maintained at the permittee's expense on authorized facilities in
navigable waters of the United States.
(c) The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in
the opinion of the Secretary of the Army or his authorized representative, said structure or work shall
cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be
required,upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work
or obstructions caused thereby, without expense to the United States.No claim shall be made against
the United States on account of any such removal or alteration.
2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle
movements of those species of aquatic life indigenous to the waterbody, including those species that
normally migrate through the area, unless the activity's primary purpose is to impound water. All
permanent and temporary crossings of waterbodies shall be suitably culverted,bridged, or otherwise
designed and constructed to maintain low flows to sustain the movement of those aquatic species. If a
bottomless culvert cannot be used,then the crossing should be designed and constructed to minimize
adverse effects to aquatic life movements.
3. Spawning Areas. Activities in spawning areas during spawning seasons must be
avoided to the maximum extent practicable. Activities that result in the physical destruction(e.g.,
through excavation, fill, or downstream smothering by substantial turbidity) of an important spawning
area are not authorized.
4. Mi_rg atory Bird Breeding. Activities in waters of the United States that serve as
breeding areas for migratory birds must be avoided to the maximum extent practicable.
6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car
bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in
toxic amounts (see section 307 of the Clean Water Act).
7. Water Supply Intakes. No activity may occur in the proximity of a public water supply
intake, except where the activity is for the repair or improvement of public water supply intake
structures or adjacent bank stabilization.
8. Adverse Effects From Impoundments. If the activity creates an impoundment of water,
adverse effects to the aquatic system due to accelerating the passage of water, and/or restricting its
flow must be minimized to the maximum extent practicable.

9. Management of Water Flows. To the maximum extent practicable, the pre- construction
course, condition, capacity, and location of open waters must be maintained for each activity, including
stream channelization, storm water management activities, and temporary and permanent road
crossings, except as provided below. The activity must be constructed to withstand expected high
flows. The activity must not restrict or impede the passage of normal or high flows, unless the primary
purpose of the activity is to impound water or manage high flows. The activity may alter the pre-
construction course, condition, capacity, and location of open waters if it benefits the aquatic
environment(e.g., stream restoration or relocation activities).
10. Fills Within 100-Year Floodplains. The activity must comply with applicable FEMA-
approved state or local floodplain management requirements.
11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats,
or other measures must be taken to minimize soil disturbance.
12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls
must be used and maintained in effective operating condition during construction, and all exposed soil
and other fills, as well as any work below the ordinary high water mark or high tide line, must be
permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work
within waters of the United States during periods of low-flow or no-flow, or during low tides.
13. Removal of Temporary. Temporary fills must be removed in their entirety and the
affected areas returned to pre-construction elevations. The affected areas must be revegetated, as
appropriate.
14. Proper Maintenance. Any authorized structure or fill shall be properly maintained,
including maintenance to ensure public safety and compliance with applicable NWP general
conditions, as well as any activity-specific conditions added by the district engineer to an NWP
authorization.
19. Migratory Birds and Bald and Golden Eagles. The permittee is responsible for ensuring
their action complies with the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection
Act. The permittee is responsible for contacting appropriate local office of the U.S. Fish and Wildlife
Service to determine applicable measures to reduce impacts to migratory birds or eagles, including
whether"incidental take"permits are necessary and available under the Migratory Bird Treaty Act or
Bald and Golden Eagle Protection Act for a particular activity.
21. Discovery of Previously Unknown Remains and Artifacts. If you discover any
previously unknown historic, cultural or archeological remains and artifacts while accomplishing the
activity authorized by this permit, you must immediately notify the district engineer of what you have
found, and to the maximum extent practicable, avoid construction activities that may affect the remains
and artifacts until the required coordination has been completed. The district engineer will initiate the
Federal, Tribal, and state coordination required to determine if the items or remains warrant a recovery
effort or if the site is eligible for listing in the National Register of Historic Places.
30. Compliance Certification. Each permittee who receives an NWP verification letter from
the Corps must provide a signed certification documenting completion of the authorized activity and
implementation of any required compensatory mitigation. The success of any required permittee-
responsible mitigation, including the achievement of ecological performance standards, will be

addressed separately by the district engineer. The Corps will provide the permittee the certification
document with the NWT verification letter. The certification document will include:
(a) A statement that the authorized activity was done in accordance with the NWP
authorization, including any general, regional, or activity-specific conditions;
(b) A statement that the implementation of any required compensatory mitigation was
completed in accordance with the permit conditions. If credits from a mitigation bank or in-lieu fee
program are used to satisfy the compensatory mitigation requirements, the certification must include
the documentation required by 33 CFR 332.3(1)(3) to confirm that the permittee secured the
appropriate number and resource type of credits; and
(c) The signature of the permittee certifying the completion of the activity and mitigation.
The completed certification document must be submitted to the district engineer within 30 days of
completion of the authorized activity or the implementation of any required compensatory mitigation,
whichever occurs later.
FINAL REGIONAL CONDITIONS 2017
Final 2017 Regional Conditions for Nationwide Permits (NWP) in the Wilmington District
1.0 Excluded Waters
The Corps has identified waters that will be excluded from the use of all NWP's during certain
timeframes. These waters are:
1.1 Anadromous Fish Spawning Areas
Waters of the United States identified by either the North Carolina Division of Marine Fisheries
(NCDMF) or the North Carolina Wildlife Resources Commission(NCWRC) as anadromous fish
spawning areas are excluded during the period between February 15 and June 30, without prior written
approval from the Corps and either NCDMF or NCWRC.
1.2 Trout Waters Moratorium
Waters of the United States in the designated trout watersheds of North Carolina are excluded during
the period between October 15 and April 15 without prior written approval from the NCWRC, or from
the Eastern Band of Cherokee Indians (EBCI) Fisheries and Wildlife Management(FWM) office if the
project is located on EBCI trust land. (See Section 2.7 for information on the designated trout
watersheds).
1.3 Sturgeon Spawning Areas as Designated by the National Marine Fisheries Service
(NMFS)
Waters of the United States designated as sturgeon spawning areas are excluded during the period
between February I and June 30, without prior written approval from the NMFS.
3.0 List of Corps Regional Conditions for All Nationwide Permits
The following conditions apply to all Nationwide Permits in the Wilmington District:

3.1 Limitation of Loss of Stream Bed
NWPs may not be used for activities that may result in the loss or degradation of more than 300 total
linear feet of stream bed,unless the District Engineer has waived the 300 linear foot limit for
ephemeral and intermittent streams on a case-by-case basis and has determined that the proposed
activity will result in minimal individual and cumulative adverse impacts to the aquatic environment.
Waivers for the loss of ephemeral and intermittent streams must be in writing and documented by
appropriate/accepted stream quality assessments*. This waiver only applies to the 300 linear feet
threshold for NWPs.
This Regional Condition does not apply to NWP 23 (Approved Categorical Exclusions).
*NOTE: Permittees should utilize the most current methodology prescribed by Wilmington District to
assess stream function and quality. Information can be found at:
https://ribits.usace.army.mil/ribits_apex/f?p=107:27:0::NO
3.2 Mitigation for Loss of Stream Bed
For any NWP that results in a loss of more than 150 linear feet of stream, the permittee shall provide a
mitigation proposal to compensate for more than minimal individual and cumulative adverse impacts
to the aquatic environment. For stream losses of 150 linear feet or less that require a PCN, the District
Engineer may determine, on a case-by-case basis, that compensatory mitigation is required to ensure
that the activity results in minimal adverse effect on the aquatic environment.
3.3 Pre-construction Notification for Loss of Streambed Exceeding 150 Feet
Prior to use of any NWP for any activity which impacts more than 150 total linear feet of perennial
stream, intermittent or ephemeral stream, the permittee shall submit a PCN to the District Engineer
prior to commencing the activity(see General Condition 32). This applies to
NWPs that do not have specific notification requirements. If a NWP has specific notification
requirements, the requirements of the NWP should be followed.
3.4 Restriction on Use of Live Concrete
For all NWPs which allow the use of concrete as a building material, live or fresh concrete, including
bags of uncured concrete, may not come into contact with the water in or entering into waters of the
United States. Water inside coffer dams or casings that has been in contact with wet concrete shall
only be returned to waters of the United States after the concrete is set and cured and when it no longer
poses a threat to aquatic organisms.
3.5 Requirements for Using Riprap for Bank Stabilization
For all NWPs that allow for the use of riprap material for bank stabilization, the following measures
shall be applied:
3.5.1. Where bank stabilization is conducted as part of an activity, natural design, bioengineering
and/or geoengineering methods that incorporate natural durable materials, native seed mixes, and
native plants and shrubs are to be utilized to the maximum extent practicable.

3.5.2. Filter cloth must be placed underneath the riprap as an additional requirement of its use in
North Carolina waters. The placement of filter fabric is not required if the riprap will be pushed or
"keyed" into the bank of the waterbody. A waiver from the specifications in this Regional Condition
may be requested in writing. The waiver will only be issued if it can be demonstrated that the impacts
of complying with this Regional Condition would result in greater adverse impacts to the aquatic
environment.
3.5.3. The placement of riprap shall be limited to the areas depicted on submitted work plan drawings.
3.5.4. The riprap material shall be clean and free from loose dirt or any pollutant except in trace
quantities that would not have an adverse environmental effect.
3.5.5. It shall be of a size sufficient to prevent its movement from the authorized alignment by natural
forces under normal conditions.
3.5.6. The riprap material shall consist of clean rock or masonry material such as,but not limited to,
granite, marl, or broken concrete.
3.6 Requirements for Culvert Placement
3.6.1 For all NWPs that involve the construction/installation of culverts, measures will be included in
the construction/installation that will promote the safe passage of fish and other aquatic organisms.
The dimension, pattern, and profile of the stream above and below a pipe or culvert should not be
modified by altering the width or depth of the stream profile in connection with the construction
activity. The width, height, and gradient of a proposed culvert should be sufficient to pass the average
historical low flow and spring flow without adversely altering flow velocity. Spring flow is the
seasonal sustained high flow that typically occurs in the spring. Spring flows should be determined
from gage data, if available. In the absence of such data, bank-full flow can be used as a comparable
indicator.
In Public Trust Areas of Environmental Concern (AEC) and/or the Estuarine Waters AEC as
designated by the Coastal Area Management Act(CAMA): All pipes/culverts must be sufficiently
sized to allow for the burial of the bottom of the culvert at least one foot below normal bed elevation.
Circular
Culvert
R se
Strea mbed Dtamete r)
Material—
?
12 Inches
Invert
In all other areas: Culverts greater than 48 inches in diameter will be buried at least one foot below the
bed of the stream. Culverts 48 inches in diameter or less shall be buried to maintain aquatic passage
and to maintain passage during drought or low flow conditions, and every effort shall be made to
maintain the existing channel slope.

Culverts must be designed and constructed in a manner that minimizes destabilization and head
cutting. Destabilizing the channel and head cutting upstream should be considered and appropriate
actions incorporated in the design and placement of the culvert.
A waiver from the depth specifications in this condition may be requested, in writing,by the permittee
and issued by the Corp; this request must be specific as to the reasons(s) for the request. The waiver
will be issued if it can be demonstrated that the proposed design would result in less impacts to the
aquatic environment.
All counties: Culverts placed within riparian and/or riverine wetlands must be installed in a manner
that does not restrict the flow and circulation patterns of waters of the United States.
Culverts placed across wetland fills purely for the purposes of equalizing surface water do not have to
be buried, but the culverts must be of adequate size and/or number to ensure unrestricted transmission
of water.
3.6.2 Bank-full flows (or less) shall be accommodated through maintenance of the existing bank- full
channel cross sectional area. Additional culverts or culvert barrels at such crossings shall be allowed
only to receive bank-full flows.
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3.6.3 Where adjacent floodplain is available, flows exceeding bank-full should be accommodated by
installing culverts at the floodplain elevation. Additional culverts or culvert barrels at such crossings
should not be buried, or if buried, must have sills at the inlets to ensure that they only receive flows
exceeding bank-full.
3.6.4 Excavation of existing stream channels shall be limited to the minimum necessary to construct
or install the proposed culvert. The final width of the impacted stream at the culvert inlet and outlet
should be no greater than the original stream width. A waiver from this condition may be requested in
writing; this request must be specific as to the reason(s) for the request. The waiver will be issued if the
proposed design would result in less impacts to the aquatic environment and/or if it can be
demonstrated that it is not practicable to restore the final width of the impacted stream at the culvert
inlet and outlet to the width of the original stream channel.

3.6.5 The width of the culvert shall be comparable to the width of the stream channel. If the width of
the culvert is wider than the stream channel, the culvert shall include baffles, benches and/or sills to
maintain the width of the stream channel. A waiver from this condition may be requested in writing;
this request must be specific as to the reason(s) for the request. The waiver will be issued if it can be
demonstrated that it is not practicable or necessary to include baffles, benches or sills and the design
would result in less impacts to the aquatic environment.
3.7 Notification to NCDEQ Shellfish Sanitation Section
Permittees shall notify the NCDEQ Shellfish Sanitation Section prior to dredging in or removing
sediment from an area closed to shell fishing where the effluent may be released to an area open for
shell fishing or swimming in order to avoid contamination from the disposal area and cause a
temporary shellfish closure to be made. Such notification shall also be provided to the appropriate
Corps Regulatory Field Office. Any disposal of sand to the ocean beach should occur between
November 1 and April 30 when recreational usage is low. Only clean sand should be used and no
dredged sand from closed shell fishing areas may be used. If beach disposal were to occur at times
other than stated above or if sand from a closed shell fishing area is to be used, a swimming advisory
shall be posted, and a press release shall be issued by the permittee.
3.8 Submerged Aquatic Vegetation
Impacts to Submerged Aquatic Vegetation (SAV) are not authorized by any NWP, except NWP 48,
unless EFH Consultation has been completed pursuant to the Magnuson-Stevens Fisheries
Conservation and Management Act(Magnuson-Stevens Act). Permittees shall submit a PCN (See
NWP General Condition 32) to the District Engineer prior to commencing the activity if the project
would affect SAV. The permittee may not begin work until notified by the Corps that the requirements
of the Magnuson-Stevens Act have been satisfied and that the activity is authorized.
3.9 Sedimentation and Erosion Control Structures and Measures
All PCNs will identify and describe sedimentation and erosion control structures and measures
proposed for placement in waters of the United States. The structures and measures should be depicted
on maps, surveys or drawings showing location and impacts to jurisdictional wetlands and streams.
3.10 Restoration of Temporary Impacts to Stream Beds
Upon completion of work that involves temporary stream impacts, streambeds are to be restored to
pre-project elevations and widths using natural streambed material such that the impacted stream reach
mimics the adjacent upstream and downstream reach. The impacted area shall be backfilled with
natural streambed material to a depth of at least 12 inches or to the bottom depth of the impacted area
if shallower than 12 inches. An engineered in-stream structure or material can be used to provide
protection of a buried structure if it provides benefits to the aquatic environment and can be
accomplished by a natural streambed design. A permittee may request a waiver of this condition if it is
determined a buried structure needs significant physical protection beyond those provided in this
condition. This condition does not apply to NWP 27—Aquatic Habitat Restoration, Enhancement, and
Establishment Activities.

3.11 Restoration of Temporary Impacts to Stream Banks
Upon completion of work involving temporary stream bank impacts, stream banks are to be restored to
pre-project grade and contours or beneficial grade and contours if the original bank slope is steep and
unstable. Natural durable materials, native seed mixes, and native plants and shrubs are to be utilized
in the restoration. Natural designs which use bioengineered and/or geo- engineered methods are to be
applied. An engineered structure or material can be used to provide protection of a buried structure if it
provides benefits to the stream bank environment, provided it is not in excess of the minimum amount
needed for protection and does not exceed an average of one cubic yard per running foot placed along
the bank below the plane of the ordinary high water mark. A permittee may request a waiver of this
condition if it is determined a buried structure needs significant physical protection beyond those
provided in this condition. This condition does not apply to NWP 27—Aquatic Habitat Restoration,
Enhancement, and Establishment Activities.

NATIONWIDE PERMIT 14
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDERAL REGISTER
AUTHORIZED MARCH 19, 2017
Linear Transportation Proiects. Activities required for crossings of waters of the United States
associated with the construction, expansion, modification, or improvement of linear transportation projects
(e.g., roads, highways,railways,trails, airport runways, and taxiways) in waters of the United States. For
linear transportation projects in non-tidal waters, the discharge cannot cause the loss of greater than 1/2-
acre of waters of the United States. For linear transportation projects in tidal waters, the discharge cannot
cause the loss of greater than 1/3-acre of waters of the United States. Any stream channel modification,
including bank stabilization, is limited to the minimum necessary to construct or protect the linear
transportation project; such modifications must be in the immediate vicinity of the project.
This NWP also authorizes temporary structures, fills, and work, including the use of temporary mats,
necessary to construct the linear transportation project. Appropriate measures must be taken to maintain
normal downstream flows and minimize flooding to the maximum extent practicable, when temporary
structures,work, and discharges, including cofferdams, are necessary for construction activities, access
fills, or dewatering of construction sites. Temporary fills must consist of materials, and be placed in a
manner, that will not be eroded by expected high flows. Temporary fills must be removed in their entirety
and the affected areas returned to pre-construction elevations. The areas affected by temporary fills must be
revegetated, as appropriate.
This NWP cannot be used to authorize non-linear features commonly associated with transportation
projects, such as vehicle maintenance or storage buildings,parking lots, train stations, or aircraft hangars.
Notification: The permittee must submit a pre-construction notification to the district engineer prior to
commencing the activity if. (1)the loss of waters of the United States exceeds 1/10- acre; or(2)there is a
discharge in a special aquatic site, including wetlands. (See general condition 32.) (Authorities: Sections 10
and 404)
Note 1: For linear transportation projects crossing a single waterbody more than one time at separate and
distant locations, or multiple waterbodies at separate and distant locations, each crossing is considered a
single and complete project for purposes of NWP authorization. Linear transportation projects must comply
with 33 CFR 330.6(d).
Note 2: Some discharges for the construction of farm roads or forest roads, or temporary roads for moving
mining equipment, may qualify for an exemption under section 404(f) of the Clean Water Act(see 33 CFR
323.4).
Note 3: For NWP 14 activities that require pre-construction notification, the PCN must include 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 any related activity, including other separate and distant crossings that
require Department of the Army authorization but do not require pre-construction notification(see
paragraph(b) of general condition 32). The district engineer will evaluate the PCN in accordance with
Section D, "District Engineer's Decision."The district engineer may require mitigation to ensure that the
authorized activity results in no more than minimal individual and cumulative adverse environmental
effects (see general condition 23).

The following list of General Conditions has been adapted for work in North Carolina for NCDOT
projects. Information related to USACE notification requirements has been removed. Therefore,
numbering and lettering below may not be consecutive. Please refer to
http://saw-reg.usace.army.mil/NWP2017/2017NWP]4.pdffor the complete reference.
4.0 Additional Regional Conditions for Specific Nationwide Permits
4.1 NWP#14 - Linear Transportation Projects
4.1.1 If appropriate, permittees shall employ natural channel design(see definition below and NOTE
below) to the maximum extent practicable for stream relocations. All stream relocation proposals shall
include a Relocation and Monitoring Plan and a functional assessment of baseline conditions (e.g., use
of the North Carolina Stream Assessment Methodology). Compensatory mitigation may be required
for stream relocations.
Natural Channel Design means a geomorphologic approach to stream restoration based on an
understanding of valley type, general watershed conditions, dimension, pattern, profile, hydrology and
sediment transport of natural, stable channels (reference condition) and applying this understanding to
the reconstruction of a stable channel.
NOTE: For more information on Natural Channel Design, permittees should reference North Carolina
Stream Mitigation Guidance on the Corps RIBITS (Regulatory In-lieu Fee and Bank Information
Tracking System) website or at the following World Wide Web Page:
https://ribits.usace.army.mil/ribits_apex/Pp=107:27:16705499703550::NO:RP:P27_BUTTON_
KEY:0.
4.1.2 This NWP authorizes only upland to upland crossings and cannot be used in combination with
Nationwide Permit 18 to create an upland within waters of the United States, including wetlands.
4.1.3 This NWP cannot be used for private projects located in tidal waters or tidal wetlands.
4.1.4 In designated trout watersheds, a PCN is not required for impacts to a maximum of 60 linear
feet (150 linear feet for temporary dewatering) or 1/10-acre of jurisdictional aquatic resources for
proposed structures not adjoining, adjacent to, or connected to existing structures. In designated trout
waters,the permittee shall submit a PCN (see Regional Conditions 2.7 and General Condition 32)to
the District Engineer prior to commencing the activity if 1) impacts (other than temporary dewatering
to work in dry conditions) to jurisdictional aquatic resources exceed 60 linear feet or 1/10-acre; 2)
temporary impacts to streams or waterbodies associated with dewatering to work in dry conditions
exceed 150 linear feet; 3)the project will involve impacts to wetlands; 4) the primary purpose of the
project is for commercial development; 5)the project involves the replacement of a bridge or spanning
structure with a culvert or non-spanning structure in waters of the United States; or 6)the activity will
be constructed during the trout waters moratorium (October 15 through April 15).
4.1.5 The permittee shall submit a PCN to the District Engineer prior to commencing the activity if
the activity will involve the discharge of dredged or fill material into more than 150 linear feet of
stream channel for the construction of temporary access fills and/or temporary road crossings. The
PCN must include a restoration plan that thoroughly describes how all temporary fills will be removed,
describes how pre-project conditions will be restored, and includes a timetable for all restoration
activities.

NATIONWIDE PERMIT GENERAL CONDITIONS
The following General Conditions must be followed in order for any authorization by a NWP to
be valid:
1. Navi ag tion. (a)No activity may cause more than a minimal adverse effect on
navigation.
(b) Any safety lights and signals prescribed by the U.S. Coast Guard,through regulations or
otherwise, must be installed and maintained at the permittee's expense on authorized facilities in
navigable waters of the United States.
(c) The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in
the opinion of the Secretary of the Army or his authorized representative, said structure or work shall
cause unreasonable obstruction to the free navigation of the navigable waters,the permittee will be
required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work
or obstructions caused thereby, without expense to the United States. No claim shall be made against
the United States on account of any such removal or alteration.
2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle
movements of those species of aquatic life indigenous to the waterbody, including those species that
normally migrate through the area, unless the activity's primary purpose is to impound water. All
permanent and temporary crossings of waterbodies shall be suitably culverted, bridged, or otherwise
designed and constructed to maintain low flows to sustain the movement of those aquatic species. If a
bottomless culvert cannot be used,then the crossing should be designed and constructed to minimize
adverse effects to aquatic life movements.
3. Spawning Areas. Activities in spawning areas during spawning seasons must be
avoided to the maximum extent practicable. Activities that result in the physical destruction(e.g.,
through excavation, fill, or downstream smothering by substantial turbidity) of an important spawning
area are not authorized.
4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as
breeding areas for migratory birds must be avoided to the maximum extent practicable.
6. Suitable Material. No activity may use unsuitable material(e.g., trash, debris, car
bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in
toxic amounts (see section 307 of the Clean Water Act).
7. Water Supply Intakes. No activity may occur in the proximity of a public water supply
intake, except where the activity is for the repair or improvement of public water supply intake
structures or adjacent bank stabilization.
8. Adverse Effects From Impoundments. If the activity creates an impoundment of water,
adverse effects to the aquatic system due to accelerating the passage of water, and/or restricting its
flow must be minimized to the maximum extent practicable.
9. Management of Water Flows. To the maximum extent practicable, the pre- construction
course, condition, capacity, and location of open waters must be maintained for each activity, including
stream channelization, storm water management activities, and temporary and permanent road

crossings, except as provided below. The activity must be constructed to withstand expected high
flows. The activity must not restrict or impede the passage of normal or high flows, unless the primary
purpose of the activity is to impound water or manage high flows. The activity may alter the pre-
construction course, condition, capacity, and location of open waters if it benefits the aquatic
environment (e.g., stream restoration or relocation activities).
10. Fills Within 100-Year Floodplains. The activity must comply with applicable FEMA-
approved state or local floodplain management requirements.
11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats,
or other measures must be taken to minimize soil disturbance.
12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls
must be used and maintained in effective operating condition during construction, and all exposed soil
and other fills, as well as any work below the ordinary high water mark or high tide line, must be
permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work
within waters of the United States during periods of low-flow or no-flow, or during low tides.
13. Removal of Temporary Fills. Temporary fills must be removed in their entirety and the
affected areas returned to pre-construction elevations. The affected areas must be revegetated, as
appropriate.
14. Proper Maintenance. Any authorized structure or fill shall be properly maintained,
including maintenance to ensure public safety and compliance with applicable NWP general
conditions, as well as any activity-specific conditions added by the district engineer to an NWP
authorization.
19. Mi rg atory Birds and Bald and Golden Eagles. The permittee is responsible for ensuring
their action complies with the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection
Act. The permittee is responsible for contacting appropriate local office of the U.S. Fish and Wildlife
Service to determine applicable measures to reduce impacts to migratory birds or eagles, including
whether "incidental take"permits are necessary and available under the Migratory Bird Treaty Act or
Bald and Golden Eagle Protection Act for a particular activity.
21. Discovery of Previously Unknown Remains and Artifacts. If you discover any
previously unknown historic, cultural or archeological remains and artifacts while accomplishing the
activity authorized by this permit, you must immediately notify the district engineer of what you have
found, and to the maximum extent practicable, avoid construction activities that may affect the remains
and artifacts until the required coordination has been completed. The district engineer will initiate the
Federal, Tribal, and state coordination required to determine if the items or remains warrant a recovery
effort or if the site is eligible for listing in the National Register of Historic Places.
30. Compliance Certification. Each permittee who receives an NWP verification letter from
the Corps must provide a signed certification documenting completion of the authorized activity and
implementation of any required compensatory mitigation. The success of any required permittee-
responsible mitigation, including the achievement of ecological performance standards, will be
addressed separately by the district engineer. The Corps will provide the permittee the certification
document with the NWP verification letter. The certification document will include:
(a) A statement that the authorized activity was done in accordance with the NWP
authorization, including any general, regional, or activity-specific conditions;

(b) A statement that the implementation of any required compensatory mitigation was
completed in accordance with the permit conditions. If credits from a mitigation bank or in-lieu fee
program are used to satisfy the compensatory mitigation requirements, the certification must include
the documentation required by 33 CFR 332.3(1)(3)to confirm that the permittee secured the
appropriate number and resource type of credits; and
(c) The signature of the permittee certifying the completion of the activity and mitigation.
The completed certification document must be submitted to the district engineer within 30 days of
completion of the authorized activity or the implementation of any required compensatory mitigation,
whichever occurs later.
FINAL REGIONAL CONDITIONS 2017
Final 2017 Regional Conditions for Nationwide Permits (NWP) in the Wilmington District
4.0 Excluded Waters
The Corps has identified waters that will be excluded from the use of all NWP's during certain
timeframes. These waters are:
1.1 Anadromous Fish Spawning Areas
Waters of the United States identified by either the North Carolina Division of Marine Fisheries
(NCDMF) or the North Carolina Wildlife Resources Commission(NCWRC) as anadromous fish
spawning areas are excluded during the period between February 15 and June 30, without prior written
approval from the Corps and either NCDMF or NCWRC.
1.2 Trout Waters Moratorium
Waters of the United States in the designated trout watersheds of North Carolina are excluded during
the period between October 15 and April 15 without prior written approval from the NCWRC, or from
the Eastern Band of Cherokee Indians (EBCI) Fisheries and Wildlife Management (FWM) office if the
project is located on EBCI trust land. (See Section 2.7 for information on the designated trout
watersheds).
1.3 Sturgeon Spawning Areas as Designated by the National Marine Fisheries Service
(NMFS)
Waters of the United States designated as sturgeon spawning areas are excluded during the period
between February 1 and June 30, without prior written approval from the NMFS.
3.0 List of Corps Regional Conditions for All Nationwide Permits
The following conditions apply to all Nationwide Permits in the Wilmington District:

3.1 Limitation of Loss of Stream Bed
NWPs may not be used for activities that may result in the loss or degradation of more than 300 total
linear feet of stream bed, unless the District Engineer has waived the 300 linear foot limit for
ephemeral and intermittent streams on a case-by-case basis and has determined that the proposed
activity will result in minimal individual and cumulative adverse impacts to the aquatic environment.
Waivers for the loss of ephemeral and intermittent streams must be in writing and documented by
appropriate/accepted stream quality assessments*. This waiver only applies to the 300 linear feet
threshold for NWPs.
This Regional Condition does not apply to NWP 23 (Approved Categorical Exclusions).
*NOTE: Permittees should utilize the most current methodology prescribed by Wilmington District to
assess stream function and quality. Information can be found at:
https://ribits.usace.army.mil/ribits_apex/Pp=I07:27:0::NO
3.2 Mitigation for Loss of Stream Bed
For any NWP that results in a loss of more than 150 linear feet of stream, the permittee shall provide a
mitigation proposal to compensate for more than minimal individual and cumulative adverse impacts
to the aquatic environment. For stream losses of 150 linear feet or less that require a PCN, the District
Engineer may determine, on a case-by-case basis, that compensatory mitigation is required to ensure
that the activity results in minimal adverse effect on the aquatic environment.
3.3 Pre-construction Notification for Loss of Streambed Exceeding 150 Feet
Prior to use of any NWP for any activity which impacts more than 150 total linear feet of perennial
stream, intermittent or ephemeral stream, the permittee shall submit a PCN to the District Engineer
prior to commencing the activity(see General Condition 32). This applies to
NWPs that do not have specific notification requirements. If a NWT has specific notification
requirements, the requirements of the NWP should be followed.
3.4 Restriction on Use of Live Concrete
For all NWPs which allow the use of concrete as a building material, live or fresh concrete, including
bags of uncured concrete, may not come into contact with the water in or entering into waters of the
United States. Water inside coffer dams or casings that has been in contact with wet concrete shall
only be returned to waters of the United States after the concrete is set and cured and when it no longer
poses a threat to aquatic organisms.
3.5 Requirements for Using Riprap for Bank Stabilization
For all NWPs that allow for the use of riprap material for bank stabilization, the following measures
shall be applied:
3.5.1. Where bank stabilization is conducted as part of an activity, natural design, bioengineering
and/or geoengineering methods that incorporate natural durable materials, native seed mixes, and
native plants and shrubs are to be utilized to the maximum extent practicable.

3.5.2. Filter cloth must be placed underneath the riprap as an additional requirement of its use in
North Carolina waters. The placement of filter fabric is not required if the riprap will be pushed or
"keyed" into the bank of the waterbody. A waiver from the specifications in this Regional Condition
may be requested in writing. The waiver will only be issued if it can be demonstrated that the impacts
of complying with this Regional Condition would result in greater adverse impacts to the aquatic
environment.
3.5.3. The placement of riprap shall be limited to the areas depicted on submitted work plan drawings.
3.5.4. The riprap material shall be clean and free from loose dirt or any pollutant except in trace
quantities that would not have an adverse environmental effect.
3.5.5. It shall be of a size sufficient to prevent its movement from the authorized alignment by natural
forces under normal conditions.
3.5.6. The riprap material shall consist of clean rock or masonry material such as, but not limited to,
granite, marl, or broken concrete.
3.6 Requirements for Culvert Placement
3.6.1 For all NWPs that involve the construction/installation of culverts, measures will be included in
the construction/installation that will promote the safe passage of fish and other aquatic organisms.
The dimension, pattern, and profile of the stream above and below a pipe or culvert should not be
modified by altering the width or depth of the stream profile in connection with the construction
activity. The width, height, and gradient of a proposed culvert should be sufficient to pass the average
historical low flow and spring flow without adversely altering flow velocity. Spring flow is the
seasonal sustained high flow that typically occurs in the spring. Spring flows should be determined
from gage data, if available. In the absence of such data, bank-full flow can be used as a comparable
indicator.
In Public Trust Areas of Environmental Concern(AEC) and/or the Estuarine Waters AEC as
designated by the Coastal Area Management Act (CAMA): All pipes/culverts must be sufficiently
sized to allow for the burial of the bottom of the culvert at least one foot below normal bed elevation.
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In all other areas: Culverts greater than 48 inches in diameter will be buried at least one foot below the
bed of the stream. Culverts 48 inches in diameter or less shall be buried to maintain aquatic passage
and to maintain passage during drought or low flow conditions, and every effort shall be made to
maintain the existing channel slope.
Culverts must be designed and constructed in a manner that minimizes destabilization and head
cutting. Destabilizing the channel and head cutting upstream should be considered and appropriate
actions incorporated in the design and placement of the culvert.
A waiver from the depth specifications in this condition may be requested, in writing, by the permittee
and issued by the Corp; this request must be specific as to the reasons(s) for the request. The waiver
will be issued if it can be demonstrated that the proposed design would result in less impacts to the
aquatic environment.
All counties: Culverts placed within riparian and/or riverine wetlands must be installed in a manner
that does not restrict the flow and circulation patterns of waters of the United States.
Culverts placed across wetland fills purely for the purposes of equalizing surface water do not have to
be buried, but the culverts must be of adequate size and/or number to ensure unrestricted transmission
of water.
3.6.2 Bank-full flows (or less) shall be accommodated through maintenance of the existing bank- full
channel cross sectional area. Additional culverts or culvert barrels at such crossings shall be allowed
only to receive bank-full flows.
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3.6.3 Where adjacent floodplain is available, flows exceeding bank-full should be accommodated by
installing culverts at the floodplain elevation. Additional culverts or culvert barrels at such crossings
should not be buried, or if buried, must have sills at the inlets to ensure that they only receive flows
exceeding bank-full.
3.6.4 Excavation of existing stream channels shall be limited to the minimum necessary to construct
or install the proposed culvert. The final width of the impacted stream at the culvert inlet and outlet
should be no greater than the original stream width. A waiver from this condition may be requested in
writing; this request must be specific as to the reason(s) for the request. The waiver will be issued if the
proposed design would result in less impacts to the aquatic environment and/or if it can be
demonstrated that it is not practicable to restore the final width of the impacted stream at the culvert
inlet and outlet to the width of the original stream channel.

3.6.5 The width of the culvert shall be comparable to the width of the stream channel. If the width of
the culvert is wider than the stream channel, the culvert shall include baffles, benches and/or sills to
maintain the width of the stream channel. A waiver from this condition may be requested in writing;
this request must be specific as to the reason(s) for the request. The waiver will be issued if it can be
demonstrated that it is not practicable or necessary to include baffles, benches or sills and the design
would result in less impacts to the aquatic environment.
3.7 Notification to NCDEQ Shellfish Sanitation Section
Permittees shall notify the NCDEQ Shellfish Sanitation Section prior to dredging in or removing
sediment from an area closed to shell fishing where the effluent may be released to an area open for
shell fishing or swimming in order to avoid contamination from the disposal area and cause a
temporary shellfish closure to be made. Such notification shall also be provided to the appropriate
Corps Regulatory Field Office. Any disposal of sand to the ocean beach should occur between
November 1 and April 30 when recreational usage is low. Only clean sand should be used and no
dredged sand from closed shell fishing areas may be used. If beach disposal were to occur at times
other than stated above or if sand from a closed shell fishing area is to be used, a swimming advisory
shall be posted, and a press release shall be issued by the permittee.
3.8 Submerged Aquatic Vegetation
Impacts to Submerged Aquatic Vegetation(SAV) are not authorized by any NWP, except NWP 48,
unless EFH Consultation has been completed pursuant to the Magnuson-Stevens Fisheries
Conservation and Management Act (Magnuson-Stevens Act). Permittees shall submit a PCN (See
NWP General Condition 32) to the District Engineer prior to commencing the activity if the project
would affect SAV. The permittee may not begin work until notified by the Corps that the requirements
of the Magnuson-Stevens Act have been satisfied and that the activity is authorized.
3.9 Sedimentation and Erosion Control Structures and Measures
All PCNs will identify and describe sedimentation and erosion control structures and measures
proposed for placement in waters of the United States. The structures and measures should be depicted
on maps, surveys or drawings showing location and impacts to jurisdictional wetlands and streams.
3.10 Restoration of Temporary Impacts to Stream Beds
Upon completion of work that involves temporary stream impacts, streambeds are to be restored to
pre-project elevations and widths using natural streambed material such that the impacted stream reach
mimics the adjacent upstream and downstream reach. The impacted area shall be backfilled with
natural streambed material to a depth of at least 12 inches or to the bottom depth of the impacted area
if shallower than 12 inches. An engineered in-stream structure or material can be used to provide
protection of a buried structure if it provides benefits to the aquatic environment and can be
accomplished by a natural streambed design. A permittee may request a waiver of this condition if it is
determined a buried structure needs significant physical protection beyond those provided in this
condition. This condition does not apply to NWP 27 —Aquatic Habitat Restoration, Enhancement, and
Establishment Activities.

3.11 Restoration of Temporary Impacts to Stream Banks
Upon completion of work involving temporary stream bank impacts, stream banks are to be restored to
pre-project grade and contours or beneficial grade and contours if the original bank slope is steep and
unstable. Natural durable materials, native seed mixes, and native plants and shrubs are to be utilized
in the restoration. Natural designs which use bioengineered and/or geo- engineered methods are to be
applied. An engineered structure or material can be used to provide protection of a buried structure if it
provides benefits to the stream bank environment,provided it is not in excess of the minimum amount
needed for protection and does not exceed an average of one cubic yard per running foot placed along
the bank below the plane of the ordinary high water mark. A permittee may request a waiver of this
condition if it is determined a buried structure needs significant physical protection beyond those
provided in this condition. This condition does not apply to NWP 27 —Aquatic Habitat Restoration,
Enhancement, and Establishment Activities.

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee:NC DOT, PDEA,MR. Phillip S. Harris,III, PE,CPM Action ID:SAW-2011-01806
Project Name: U-4405/Raeford Road County:Cumberland
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S.Army Corps of Engineers(USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit,or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor:The Sponsor must verify that the mitigation requirements(credits)shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed,the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee,the USACE Project Manager,and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements
Permitted Impacts Requiring Mitigation*: 8-digit HUC and Basin:Choose the 8-digit HUC
Stream Impacts(linear feet) Wetland Impacts(acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
664 1 0.21
*If more than one mitigation sponsor will be used for the permit,only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin:Choose the 8-digit HUC
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
1,328 .42
Mitigation Site Debited: NC DMS
(List the name of the bank to be debited. For umbrella banks,also list the specific site. For NCDMS,list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document(see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Updated 14 September, 2017

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form,confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor,and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager(address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios maybe applied,as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions:
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed,the Sponsor should provide copies of this form along with an updated bank ledger to:1)the Permittee,2)the USACE
Project Manager at the address below,and 3)the Wilmington District Mitigation Office,Attn:Todd Tugwell,3331 Heritage
Trade Drive, Suite 105, Wake Forest, NC 27587(email: [e-mail]). Questions regarding this form or
any of the permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: Liz Hair
USACE Field Office: Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Email:sarah.e.hai/[e-mail]
December 1, 2017
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mi1.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,please complete the
Customer Satisfaction Survey located at our website at http://regulatory.usacesurvey.com/to complete the survey online.

ROY COOPER
Governor
MICHAEL S. REGAN
,S'ecretan
Environmental LINDA CULPEPPER
Interim Director
Quality
November 15,2017
Cumberland County
NCDWR Project No.20171365
TIP Project No. U-4405
APPROVAL of 401 WATER QUALITY CERTIFICATION with ADDITIONAL CONDITIONS
Mr. Philip S. Harris, III,P.E.CPM
Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh,NC 27699-1598
Dear Mr. Harris:
You have our approval, in accordance with the conditions listed below,for the following impacts for the purpose of
improvements to US Highway 401(Raeford Road)from west of Hampton Oaks Drive to east of Fairway Drive
(approximately 6 miles)in Cumberland County:
Stream Impacts in the Cape Fear River Basin
Permanent Temporary Permanent Temporary Stream
Fill in Fill in Fill in Fill in Total Impacts
Site Intermittent Intermittent Perennial Perennial stream Requiring
Stream Stream Stream Stream Impacts Mitigation
linear ft linear ft linear ft linear ft linear ft linear ft
1 8 43 51
2 201 31 232
3 33 33
3b stabilization 176 21 197
4 216 20 236
5 206 27 233
U5 45 45
U6 48 1 .48
TOTAL 940 235 1,075
Total Stream Impact for Project: 1,075 linear feet.
Wetland lm acts in the Cape Fear River Basin
Total Impacts
Fill Fill Excavation Mechanized Hand Wetland Requiring
Site (ac) (Temporary) (ac) Clearing Clearing Impacts Mitigation
ac ac ac ac
2 0.200 0.200 N/A
U 1 0.007 0.007 N/A
U3 0.023 0.023 N/A
U4 0.012 0.012 N/A
U 0.02 N/A
TOTAL 0.219 0.023 0.242
Total Wetland Impact for Project:0.242 acres.
State of North Carolina I Environmental Quality
1617 Mail Service Center I Raleigh,North Carolina 27699-1 6 1 7

Open Water Impacts in the Cape Fear River Basin
Permanent Fill in Open Temporary Fill in Open Total Fill in Open
Site Waters ac Waters ac Waters ac
1 0.01 0.01 0.02
2 0.03 0.03 0.06
3. 0.03 0.01 0.04
4 0.07 0.01 0.08
5 0.09 0.01 0.1
U2 0.05 0.05
U5 0.01 0.01
U6 0.02 0.02
TOTAL 0.23 0.15 0.38
Total Open Water Impact for Project:0.38 acres.
The project shall be constructed in accordance with your application dated received October 27;2017. After reviewing
your application, we have decided that these impacts are covered by General Water Quality Certification Numbers.
4088 and 4086. This certification corresponds to the Nationwide Permit 14 and Nationwide Permit 12 issued by the
Corps of Engineers. In addition,you should acquire any other federal,state or local permits before you proceed with
your project including(but not limited to)Sediment and Erosion Control,Non-Discharge and Water Supply Watershed
regulations. This approval will expire with the accompanying 404 permit.
This approval is valid solely for the purpose and design described in your application(unless modified below). Should
your project change,you must notify the NCDWR and submit a new application. If the property is sold, the new
owner must be given a copy of this Certification and approval letter,and is thereby responsible for complying with all
the,conditions. If total wetland fills for this project(now or in the future)exceed one acre, or of total impacts to
streams(now or in the future)exceed 150 linear feet,compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h)(6) and(7). For this approval to remain valid,you must adhere to the conditions listed in the
attached certifications and any additional conditions listed below.
Conditions)of Certification:
Project Specific Conditions
1. The NCDOT Division Environmental Officer or Environmental Assistant will conduct a pre-construction
meeting with all appropriate staff to ensure that the project supervisor and essential staff understand the
potential issues with stream and pipe alignment at the permitted site. NCDWR staff shall be invited to the
pre=construction meeting. [15A NCAC 02H.0506(b)(2)and(bx3)
2. Unless otherwise approved in this certification,placement of culverts and other structures in open waters and
streams, shall be placed below the elevation of the streambed by one foot for all culverts with a diameter
greater,than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48
inches, to allow low flow passage of water and aquatic life. Design and placement of culverts and other
structures including temporary erosion control measures shall not be conducted in a manner that may result in
dis-equilibrium of wetlands or streambeds or banks,adjacent to or upstream and down stream of the above
structures.The applicant is required to provide evidence that the equilibrium is being maintained if requested
in writing by the NCDWR. If this condition is unable to be met due to bedrock or other limiting features
encountered during construction,please contact the NCDWR for guidance on how to proceed and to determine
whether or not a permit modification will be required. [15A NCAC 02H.0506(b)(2)]
3. If multiple pipes or barrels are required,they shall be designed to mimic natural stream cross section as closely
as possible including pipes or barrels at flood plain elevation and/or sills where appropriate. Widening the
stream channel should be avoided. Stream channel widening at the inlet or outlet end of structures typically
decreases water velocity causing sediment deposition that requires increased maintenance and disrupts aquatic
life passage. [I5A NCAC 02H.0506(b)(2)]

4. Riprap shall not be placed in the active thalweg channel or placed in the streambed in a manner that precludes
aquatic life passage. Bioengineering boulders or structures should be properly designed,sized and installed.
[I SA NCAC 02H.0506(bx2)]
5. For the open cut trenching of the utility lines the mixing of topsoil and the subsoils within the wetlands
shall be minimized to thegreatest extent Practical.During,excavati n the soils shall be placed on fabrLe
to minimize impacts whenever possible. Topsoil excavated from utility trenches in wetlands will be
fled segwrately from the subsoils nd will be backfiiled into the trench only after the subsoils have been
placed in the trench and compacted.
6. Sediment and Erosion Control 15A NCAC 02H.0506(b)(3)and(c)(3)
Turbidity curtains shall be used to isolate all work areas from the stream at Beaver Creek,including pile or
casement installation,placement of riprap, excavation or filling. Strict adherence to the Construction and
Maintenance Best Management Practices will be required.
General Conditions
7. Unless otherwise approved in this certification,placement of culverts and other structures in open waters and
streams shall be placed below the elevation of the streambed by one foot for all culverts with a diameter greater
than 48 inches,and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches,to
allow low flow passage of water and aquatic life. 1]esign and placement-of culverts and other structures
including temporary erosion control measures shall'not be conducted in a manner that may result in dis-
equilibrium-of wetlands or streambeds or banks, adjacent to or upstream and downstream of the above
structures.The applicant is required to provide evidence that the equilibrium is being maintained if requested
in writing by NCDWR. If this condition is unable to be met due to bedrock or other limiting features
encountered during construction,please contact NCDWR for guidance on how to proceed and to determine
whether or not a permit modification will be required. [I SA NCAC 02H.0506(bx2)]
8. If concrete is used during construction,a dry work area shall be maintained to prevent direct contact between
curing concrete and stream water. Water that inadvertently contacts uncured concrete shall not be
discharged to surface waters due to the potential for elevated pH and possible aquatic life and,fish kills.
[15A NCAC 02B.0200]
9. During the construction of the project,no staging of equipment of any kind is permitted in waters of the
U.S.,or protected riparian buffers. [I5A NCAC 02H.0506(b)(2)]
J
10. The dimension, pattern and profile of the stream above and below the crossing shall not be modified.
Disturbed floodplains and streams shall be restored to natural geomorphic conditions. [15A NCAC
02H.0506(b)(2)]
11. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for stream
stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life passage.
[I SA NCAC 02H.0506(b)(2)]
12.The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings
submitted for approval. [15A NCAC 02H.0507(c)and 15A NCAC 02H.0506(b)(2)and(c)(2)]'
13. All work in or adjacent to stream waters shall be conducted in a dry work.area. Approved BMP measures.
from the most current version of NCDOT Construction and Maintenance Activities manual such as
sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent excavation in
flowing water.[I5A NCAC 02H.0506(b)(3)and(c)(3)]
14.Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream_[I5A NCAC 0214.0506(b)(3)]
15. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants,hydraulic fluids,or other toxic materials. [15A NCAC
02H.0506(b)(3)]
16.No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification. [I SA NCAC 02H.0506(b)(3)]

17.Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited. [15A NCAC 02H.0506(b)(3)]
IS.The permittee and its authorized agents shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water
' Act)and any other appropriate requirements of State and Federal law. If the NCDWR determines that such
standards or laws are not being met(including the failure to sustain a designated or achieved use)or that State
or federal law is being violated, or that further conditions are necessary to assure compliance, the NCDWR
may reevaluate and modify this certification. [I 5A NCAC 02B.02001
19.All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1,unless otherwise
authorized by this certification. [15A NCAC 02H.0506(bx2)]
20.A copy of this Water Quality Certification shall be maintained on the construction site at all times. In addition,
the Water Quality Certification and all subsequent modifications,if any,shall be maintained with the Division
Engineer and the on-site project manager. [15A NCAC 02H.0507(c)and 15A NCAC 02H.0506(bx2)and
(c)(2)]
21.The outside buffer, wetland or water boundary .located within the construction corridor approved by this.
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts
to areas within the fencing are prohibited unless otherwise authorized by this certification.. [15A NCAC
02H.0501 and.0502]
22.The issuance of this certification does not exempt the Permittee from complying with any and all statutes,rules,
regulations,or ordinances that may be imposed by other government agencies(i.e.local,state, and,federal)
having jurisdiction, including but not limited to applicable buffer rules,stormwater management rules, soil
erosion and sedimentation control requirements,etc.
23.The Permittee shall report any violations of this certification to the Division of Water Resources within 24
hours of:discovery. [15A NCAC 02B.0506(b)(2)]
24.Upon completion of the project (including any impacts at associated borrow or waste sites), the NCDOT
Division Engineer shall complete and return the enclosed "Certification of Completion Form" to notify the
NCDWR when all work included in the 401 Certification has been completed. [15A NCAC 02H.0502(f)]
25.Native riparian vegetation must be reestablished in the riparian areas within the construction limits of the project
by the end of the growing season following completion of construction. [15A NCAC 02B.0231(ax6)]
26. There shall be no excavation from,or waste disposal into,jurisdictional wetlands or waters associated with
this permit without appropriate modification. Should waste or borrow sites,or access roads to waste or borrow
sites,be located in wetlands or streams,compensatory mitigation will be required since that is a direct impact
from road construction activities.[15A NCAC 02H.0506(b)(3)and(cx3)]
27.Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards[15A NCAC 02H.0506(b)(3)and(c)(3]):
a. The erosion and sediment control measures for the project must be designed,installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual-
b. The design, installation,operation,and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed,the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project..
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated,and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.

28. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved
by this Certification. [15A NCAC 02H.0506(b)(3)and(c)(3)]
If you wish to contest any statement in the attached Certification you must file a petition for an administrative hearing.
You may obtain the petition form from the office of Administrative hearings. You must file the petition with the
office of Administrative Hearings within sixty(60)days of receipt of this notice. A petition is considered filed when
it is received in the office of Administrative Hearings during normal office hours. The Office of Administrative
Hearings accepts filings Monday through Friday between the hours of 8:00am and 5:00pm,except for official state
holidays. The original and one(1)copy of the petition must be filed with the Office of Administrative Hearings.
The petition may be faxed-provided the original and one copy of the document is received by the Office of
Administrative Hearings within five(5)business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh,NC 27699-6714
Telephone:[phone],Facsimile:[phone]
A copy of the petition must also be served on DEQ as follows:
Mr. Sam M.Hayes,General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh,NC 27699-1601
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. If you
have any questions,please contact Joanne Steenhuis at(910)796-7306 [e-mail].
Sincerely,
. t
C. 04
Li a Culpepper,Interim Director
Division of Water Resources
Electronic copy only distribution:
Liz Hair,US Army Corps of Engineers,Wilmington Field Office
Jim Rerko,Division 6 Environmental Officer
Colin Mellor,NC Department of Transportation
Chris Rivenbark,NC Department of Transportation
Gary Jordan,US Fish and Wildlife Service
Travis Wilson,NC Wildlife Resources Commission
Beth Harmon,Division of Mitigation Services
James Michel,Fayetteville Public Works Commission([e-mail])
Joanne Steenhuis,NC Division of Water Resources Wilmington Regional Office
File Copy

ROY COOPER
MICHAEL S. REGAN
1'ecretar.v
Environmental « LINDA CULPEPPER
h�kv rm Uireclnr
Qualify,
NCDWR Project No.: County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules,and
any subsequent modifications,the applicant is required to return this certificate to the 401 Transportation Permitting
Unit, North Carolina Division of Water Resources, 1617 Mail Service Center, Raleigh,NC,27699-1617. This form
may be returned to NCDWR by the applicant,the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
1, ,hereby state that,to the best of my abilities,due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules,the approved plans and
specifications,and other supporting materials.
Signature: Date:
Agent's Certification
I, , hereby state that,to the best of my abilities,due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules,the approved plans and
specifications,and other supporting materials.
Signature: Date:
Engineer's Certlfreation
Partial Final
as a duly registered Professional Engineer in the State of North
Carolina,having been authorized to observe(periodically,weekly, full time)the construction of the project for the
Permittee hereby state that,to the best of my abilities,due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules,the approved plans and specifications,and other supporting materials.
Signature Registration No.
Date
State of North Carolina I Environmental Quality
1617 Mad Service Center I Raleigh,North Carolina 2 7699-1 6 1 7

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY GENERAL CERTIFICATION NO. 4086
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS
• NATIONWIDE PERMIT 12 (UTILITY LINE ACTIVITIES)
Water Quality Certification Number 4086 is issued in conformity with the requirements of
Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North
Carolina Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the discharge of fill
material to surface waters and wetland areas as described in 33 CFR 330 Appendix A (B) (12) of
the US Army Corps of Engineers regulations.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Effective date: March 19, 2017
Signed this day March 3, 2017
By
for S. Jay Zimmerman, P.G.
Director

GC4086
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Resources(DWR):
a) If any of the Conditions of this Certification (listed below)cannot be met; or
b) Any permanent fill into or modification of wetlands and/or waters; or
c) Total temporary impacts to streams greater than 500 feet; or
d) Any stream relocation or stream restoration; or
e) Any impacts to waters, or to wetlands adjacent to waters, designated as: ORW (including
SAV), HQW (including PNA), SA, WS-I, WS-II, Trout, or North Carolina or National Wild and
Scenic River; or
f) Any impacts to coastal wetlands [15A NCAC 07H .0205], or Unique Wetlands (UWL); or
g) Any impact associated with a Notice of Violation or an enforcement action for violation(s)
of NC Wetland Rules (15A NCAC 02H .0500), NC Isolated Wetland Rules (15A NCAC 02H
.1300), NC Surface Water or Wetland Standards (15A NCAC 02B .0200), or State
Regulated Riparian Buffer Rules (15A NCAC 02B .0200); or
h) Any impacts to subject water bodies and/or state regulated riparian buffers along subject
water bodies in the Neuse, Tar-Pamlico, or Catawba River Basins or in the Randleman
Lake, Jordan Lake or Goose Creek Watersheds (or any other basin or watershed with
State Regulated Riparian Area Protection Rules [Buffer Rules] in effect at the time of
application) unless:
i) The activities are listed as "EXEMPT" from these rules; or
ii) A Buffer Authorization Certificate is issued by the NC Division of Coastal
Management (DCM); or
iii) A Buffer Authorization Certificate or a Minor Variance is issued by a delegated or
designated local government implementing a state riparian buffer program
pursuant to 143-215.23.
Activities included in this General Certification that do not meet one of the thresholds listed above
do not require written approval.
I. ACTIVITY SPECIFIC CONDITIONS:
1. All sewer lines shall be designed, constructed and maintained in accordance with Title 15A
NCAC Chapter 02T.
2. Any utility construction corridor that is parallel to a stream or open water shall not be closer
than 10 feet to the top of bank or ordinary high water mark. Exceptions to this condition
require application to and written approval from DWR. [15A NCAC 02H .0506 (b)(4) and
(c)(4)]
3. Utility lines shall cross all stream channels at a near-perpendicular direction (i.e., between 75
degrees and 105 degrees to the stream bank). Exceptions to this condition require
application to and written approval from DWR. [15A NCAC 02H .0506 (b)(2) and (c)(2)]
Page 2 of 12

GC4086
4. Construction corridors in wetlands and across stream channels shall be minimized to the
maximum extent practicable and shall not exceed 50 feet wide for gas utility lines and 40
feet wide for all other utility lines. Exceptions to this condition require application to and
written approval from DWR. [15A NCAC 02H .0506 (b)(2) and (c)(2)]
For construction corridors in wetlands and across stream channels, stumps shall be grubbed
only as needed to install the utility and remaining stumps shall be cut off at grade level. The
general stripping of topsoil within wetlands along the construction corridor is not permitted.
5. Permanent maintained access corridors in wetlands and across stream channels shall be
restricted to the minimum width practicable and shall not exceed 30 feet wide for gas utility
lines and 20 feet wide for all other utility lines except at manhole locations. 15-foot by 15-
foot perpendicular vehicle turnarounds shall be allowed in access corridors but must be
spaced at least 500 feet apart. Exceptions to this condition require application to and
written approval from DWR. [15A NCAC 02H .0506 (b)(2) and (c)(2)]
6. For all utility lines constructed within wetlands, an anti-seep collar shall be placed at the
downstream (utility line gradient) wetland boundary and every 150 feet up the gradient until
the utility exits the wetland. Anti-seep collars may be constructed with class B concrete,
compacted clay, PVC pipe, or metal collars. Wetland crossings that are directionally drilled,
and perpendicular wetland crossings that are open cut and less than 150 feet long do not
require anti-seep collars. The compacted clay shall have a specific infiltration of 1 X 10-s
cm/sec or less. A section and plan view diagram is attached for the anti-seep collars. [15A
NCAC 02H .0506 (b)(4) and (c)(4)]
The following specifications shall apply to class B concrete:
a. Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0
b. Minimum cement content, sacks per cubic yard with angular course aggregate 5.5
c. Maximum water-cement ratio gallons per sack 6.8
d. Slump range 2" to 4"
e. Minimum strength - 28 day psi 2,500
7. The applicant shall have a specific plan for restoring wetland contours. Any excess material
will be removed to a high ground disposal area. [15A NCAC 02H .0506 (b)(2) and (c)(2)]
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be
minimized to the greatest extent practical. During excavation, the soils shall be placed on
fabric to minimize impacts whenever possible. Topsoil excavated from utility trenches will be
piled separately from subsoils and will be backfilled into the trench only after the subsoils
have been placed and compacted.
Page 3 of 12

GC4086
8. For the North Carolina Department of Transportation, compliance with the NCDOT's
individual NPDES permit NCS000250 shall serve to satisfy this condition. For all other utility
line and associated facilities projects that disturb one acre or more of land (including a
project that disturbs less than one acre of land that is part of a larger common plan of
development or sale); have permanent wetland, stream, or open water impacts; and are
proposing new built-upon area shall comply with the following requirements: [15A NCAC 02H
.0506(b)(5) and (c)(5)]
a. Stormwater management shall be provided throughout the entire project area in
accordance with 15A NCAC 02H .1003. For the purposes of 15A NCAC 02H .1003(2)(a),
density thresholds shall be determined in accordance with 15A NCAC 02H .1017.
b. Projects that have vested rights, exemptions, or grandfathering from state or locally-
implemented stormwater programs do not satisfy this condition. Projects that satisfy
state or locally-implemented stormwater programs through use of community in-lieu
programs do not satisfy this condition.
c. Projects that require written authorization from DWR shall submit the following with
their application for review and approval:
i. For projects that have a stormwater management plan (SMP) reviewed under a state
stormwater program' or a state-approved local government stormwater program'
shall submit plans that show the location and approximate size of all proposed
stormwater measures;
ii. All other low density projects not covered above shall submit a completed low
density supplement form with all required items; and
iii. All other high density projects not covered above shall submit a completed SMP,
including all appropriate stormwater control measure (SCM) supplemental forms and
associated items, that complies with the high density development requirements of
15A NCAC 02H .1003.
d. Projects that do not require written approval from DWR shall obtain approval of the SMP,
when required, before any impacts authorized by this Certification occur.
e. SMPs approved by DWR may be phased on a case-by-case basis. SMPs for each future
phase must be approved before construction of that phase commences. Approved SMPs
may not be modified without prior written authorization from DWR.
1 e.g.Coastal Counties, HQW, ORW,or state-implemented Phase II NPDES
2 e.g. Delegated Phase II NPDES,Water Supply Watershed, Nutrient-Sensitive Waters,or Universal Stormwater
Management Program
Page 4 of 12

GC4086
II. GENERAL CONDITIONS:
1. When written authorization is required, the plans and specifications for the project are
incorporated into the authorization by reference and are an enforceable part of the
Certification. Any modifications to the project require notification to DWR and may require an
application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .0502]
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the
footprint of the impacts (including temporary impacts) as authorized in the written approval
from DWR; or beyond the thresholds established for use of this Certification without written
authorization. [15A NCAC 02H .0501 and .0502]
No removal of vegetation or other impacts of any kind shall occur to state regulated riparian
buffers beyond the footprint of impacts approved in a Buffer Authorization or Variance or as
listed as an exempt activity in the applicable riparian buffer rules. [15A NCAC 02B .02001
3. In accordance with 15A NCAC 02H .0506(h), compensatory mitigation may be required for
losses of greater than 150 linear feet of streams and/or greater than one (1) acre of
wetlands. Impacts to isolated and other non-404 jurisdictional wetlands shall not be
combined with 404 jurisdictional wetlands for the purpose of determining when impact
thresholds trigger a mitigation requirement. For linear publicly owned and maintained
transportation projects that are not determined to be part of a larger common plan of
development by the US Army Corps of Engineers, compensatory mitigation may be required
for losses of greater than 150 linear feet per stream.
Compensatory stream and/or wetland mitigation shall be proposed and completed in
compliance with G.S. 143-214.11. For applicants proposing to conduct mitigation within a
project site, a complete mitigation proposal developed in accordance with the most recent
guidance issued by the US Army Corps of Engineers Wilmington District shall be submitted
for review and approval with the application for impacts.
4. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules
in Chapter 2 of Title 15A.
5. When applicable, all construction activities shall be performed and maintained in full
compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973).
Regardless of applicability of the Sediment and Pollution Control Act, all projects shall
incorporate appropriate Best Management Practices for the control of sediment and erosion
so that no violations of state water quality standards, statutes, or rules occur. [15A NCAC
02H .0506 (b)(3) and (c)(3) and 15A NCAC 02B .0200]
Design, installation, operation, and maintenance of all sediment and erosion control
measures shall be equal to or exceed the requirements specified in the most recent version
of the North Carolina Sediment and Erosion Control Manual, or for linear transportation
projects, the NCDOT Sediment and Erosion Control Manual.
Page 5 of 12

GC4086
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor-owned or leased borrow pits associated with the project.
Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual. Reclamation measures and implementation shall comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution Control Act
and the Mining Act of 1971.
If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA,
WS-I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the
sedimentation and erosion control designs shall comply with the requirements set forth in
15A NCAC 04B .0124, Design Standards in Sensitive Watersheds.
6. Sediment and erosion control measures shall not be placed in wetlands or waters except
within the footprint of temporary or permanent impacts authorized under this Certification.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0501 and .0502]
7. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used
along streambanks or within wetlands. Exceptions to this condition require application to
and written approval from DWR. [15A NCAC 02B .0201]
8. An NPDES Construction Stormwater Permit (NCG010000) is required for construction
projects that disturb one (1) or more acres of land. The NCG010000 Permit allows
stormwater to be discharged during land disturbing construction activities as stipulated in
the conditions of the permit. If the project is covered by this permit, full compliance with
permit conditions including the erosion & sedimentation control plan, inspections and
maintenance, self-monitoring, record keeping and reporting requirements is required. [15A
NCAC 02H .0506(b)(5) and (c)(5)]
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent
version of their individual NPDES (NCS000250) stormwater permit. [15A NCAC 02H
.0506(b)(5) and (c)(5)]
9. All work in or adjacent to streams shall be conducted so that the flowing stream does not
come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams,
and other diversion structures shall be used to minimize excavation in flowing water.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0506(b)(3) and (c)(3)]
Page 6 of 12

GC4086
10. If activities must occur during periods of high biological activity (e.g. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of
other state or federal agencies and coordinated with these activities. [15A NCAC 02H .0506
(b)(2) and 15A NCAC 04B .0125]
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) shall be implemented. Exceptions to this
condition require written approval by the resource agency responsible for the given
moratorium. A copy of the approval from the resource agency shall be forwarded to DWR.
Work within a designated trout watershed of North Carolina (as identified by the Wilmington
District of the US Army Corps of Engineers), or identified state or federal endangered or
threatened species habitat, shall be coordinated with the appropriate WRC, USFWS, NMFS,
and/or DMF personnel.
11. Culverts shall be designed and installed in such a manner that the original stream profiles are
not altered and allow for aquatic life movement during low flows. The dimension, pattern,
and profile of the stream above and below a pipe or culvert shall not be modified by
widening the stream channel or by reducing the depth of the stream in connection with the
construction activity. The width, height, and gradient of a proposed culvert shall be such as
to pass the average historical low flow and spring flow without adversely altering flow
velocity. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the
culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low
flow passage of water and aquatic life.
If multiple pipes or barrels are required, they shall be designed to mimic the existing stream
cross section as closely as possible including pipes or barrels at flood plain elevation and/or
sills where appropriate. Widening the stream channel shall be avoided.
When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is not
required, provided that all alternative options for flattening the slope have been investigated
and aquatic life movement/connectivity has been provided when possible (e.g. rock ladders,
cross vanes, etc.). Notification, including supporting documentation to include a location
map of the culvert, culvert profile drawings, and slope calculations, shall be provided to DWR
60 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required provided that
there is sufficient documentation of the presence of bedrock. Notification, including
supporting documentation such as a location map of the culvert, geotechnical reports,
photographs, etc. shall be provided to DWR a minimum of 60 calendar days prior to the
installation of the culvert. If bedrock is discovered during construction, then DWR shall be
notified by phone or email within 24 hours of discovery.
Page 7 of 12

GC4086
If other site-specific topographic constraints preclude the ability to bury the culverts as
described above and/or it can be demonstrated that burying the culvert would result in
destabilization of the channel, then exceptions to this condition require application to and
written approval from DWR.
Installation of culverts in wetlands shall ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. When roadways,
causeways, or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges shall be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization
techniques shall be used where practicable instead of rip-rap or other bank hardening
methods.
12. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed
across the bridge and pre-treated through site-appropriate means to the maximum extent
practicable (e.g. grassed swales, pre-formed scour holes, vegetated buffers, etc.) before
entering the stream. Exceptions to this condition require application to and written approval
from DWR. [15A NCAC 02H .0506(b)(5)]
13. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian
areas and/or wetlands shall be conducted at agronomic rates and shall comply with all other
Federal, State and Local regulations. Fertilizer application shall be accomplished in a manner
that minimizes the risk of contact between the fertilizer and surface waters. [15A NCAC 02B
.0200 and 15A NCAC 02B .0231]
14. If concrete is used during construction, then all necessary measures shall be taken to prevent
direct contact between uncured or curing concrete and waters of the state. Water that
inadvertently contacts uncured concrete shall not be discharged to waters of the state. [15A
NCAC 02B .0200]
15. All proposed and approved temporary fill and culverts shall be removed and the impacted
area shall be returned to natural conditions within 60 calendar days after the temporary
impact is no longer necessary. The impacted areas shall be restored to original grade,
including each stream's original cross sectional dimensions, planform pattern, and
longitudinal bed profile. For projects that receive written approval, no temporary impacts
are allowed beyond those included in the application and authorization. All temporarily
impacted sites shall be restored and stabilized with native vegetation. [15A NCAC 02H
.0506(b)(2) and (c)(2)]
Page 8 of 12

GC4086
16. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion
Control Planning and Design Manual or the North Carolina Surface Mining Manual or the
North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during
use of this Certification. [15A NCAC 02H .0506(b)(2) and (c)(2)]
17. Any rip-rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip-rap shall be placed such that the original stream elevation and
streambank contours are restored and maintained. Placement of rip-rap or other approved
materials shall not result in de-stabilization of the stream bed or banks upstream or
downstream of the area or in a manner that precludes aquatic life passage. [15A NCAC 02H
.0506(b)(2)]
18. Any rip-rap used for stream or shoreline stabilization shall be of a size and density to prevent
movement by wave, current action, or stream flows and shall consist of clean rock or
masonry material free of debris or toxic pollutants. Rip-rap shall not be installed in the
streambed except in specific areas required for velocity control and to ensure structural
integrity of bank stabilization measures. [15A NCAC 02H .0506(b)(2)]
19. Applications for rip-rap groins proposed in accordance with 15A NCAC 07H .1401 (NC
Division of Coastal Management General Permit for construction of Wooden and Rip-rap
Groins in Estuarine and Public Trust Waters) shall meet all the specific conditions for design
and construction specified in 15A NCAC 07H .1405.
20. All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids,
or other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication and
general equipment maintenance shall not take place within 50 feet of a waterbody or
wetlands to prevent contamination by fuels and oils. [15A NCAC 02H .0506(b)(3) and (c)(3)
and 15A NCAC 026 .0211 (12)]
21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be
taken to minimize soil disturbance. [15A NCAC 02H .0506(b)(3) and (c)(3)]
22. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25 gallons
or more; any spill regardless of amount that causes a sheen on surface waters; any
petroleum spill regardless of amount occurring within 100 feet of surface waters; and any
petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours.
Page 9 of 12

GC4086
23. If an environmental document is required under the State Environmental Policy Act (SEPA),
then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or
Record of Decision (ROD) is issued by the State Clearinghouse. If an environmental document
is required under the National Environmental Policy Act (NEPA), then this General
Certification is not valid until a Categorical Exclusion, the Final Environmental Assessment, or
Final Environmental Impact Statement is published by the lead agency. [15A NCAC 01C
.0107(a)]
24. This General Certification does not relieve the applicant of the responsibility to obtain all
other required Federal, State, or Local approvals before proceeding with the project,
including those required by, but not limited to, Sediment and Erosion Control, Non-
Discharge, Water Supply Watershed, and Trout Buffer regulations.
25. The applicant and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance
with §303(d) of the Clean Water Act), and any other appropriate requirements of State and
Federal Law. If DWR determines that such standards or laws are not being met, including
failure to sustain a designated or achieved use, or that State or Federal law is being violated,
or that further conditions are necessary to assure compliance, then DWR may revoke or
modifX a written authorization associated with this General Water Quality Certification. [15A
NCAC 02H .0507(d)]
26. When written authorization is required for use of this Certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return a certificate of completion (available on the DWR
website: https://edocs.deg.nc.goy/Forms/Certificate-of-Completion). [15A NCAC 02H
.0502(f)]
27. Additional site-specific conditions, including monitoring and/or modeling requirements, may
be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards. [15A NCAC 02H .0507(c)]
28. If the property or project is sold or transferred, the new Permittee shall be given a copy of
this Certification (and written authorization if applicable) and is responsible for complying
with all conditions. [15A NCAC 02H .0501 and .0502]
III. GENERAL CERTIFICATION ADMINISTRATION:
1. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401
Water Quality General Certification must include the appropriate fee. An applicant for a
CAMA permit under Article 7 of Chapter 113A of the General Statutes for which a Water
Quality Certification is required shall only make one payment to satisfy both agencies; the fee
shall be as established by the Secretary in accordance with 143-215.3D(e)(7).
Page 10 of 12

GC4086
2. This Certification neither grants nor affirms any property right, license, or privilege in any
waters, or any right of use in any waters. This Certification does not authorize any person to
interfere with the riparian rights, littoral rights, or water use rights of any other person and
this Certification does not create any prescriptive right or any right of priority regarding any
usage of water. This Certification shall not be interposed as a defense in any action
respecting the determination of riparian or littoral rights or other rights to water use. No
consumptive user is deemed by virtue of this Certification to possess any prescriptive or
other right of priority with respect to any other consumptive user regardless of the quantity
of the withdrawal or the date on which the withdrawal was initiated or expanded.
3. This Certification grants permission to the Director, an authorized representative of the
Director, or DWR staff, upon the presentation of proper credentials, to enter the property
during normal business hours. [15A NCAC 02H .0502(e)]
4. This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide Permit and/or Regional General Permit. The conditions in effect
on the date of issuance of Certification for a specific project shall remain in effect for the life
of the project, regardless of the expiration date of this Certification. This General
Certification is rescinded when the US Army Corps of Engineers reauthorizes any of the
corresponding Nationwide Permits and/or Regional General Permits or when deemed
appropriate by the Director of the Division of Water Resources.
5. Non-compliance with or violation of the conditions herein set forth by a specific project may
result in revocation of this General Certification for the project and may also result in
criminal and/or civil penalties.
6. The Director of the North Carolina Division of Water Resources may require submission of a
formal application for Individual Certification for any project in this category of activity if it is
determined that the project is likely to have a significant adverse effect upon water quality,
including state or federally listed endangered or threatened aquatic species, or degrade the
waters so that existing uses of the water or downstream waters are precluded.
7. Public hearings may be held prior to a Certification decision if deemed in the public's best
interest by the Director of the North Carolina Division of Water Resources.
History Note: Water Quality Certification (WQC) Number 4806 issued March 3, 2017 replaces
WQC 3884 issued March 19, 2012; WQC Number 3819 issued March 19, 2010; WQC Number
3699 issued November 1, 2007; WQC Number 3625 issued March 19, 2007, WQC Number 3374
issued March 18, 2002; WQC Number 3288 issued June 1, 2000; WQC Number 3101 issued
February 11, 1997; WQC Number 3022 issued September 6, 1995, WQC Number 2664 issued
January 21, 1992.
Page 11 of 12

GC4086
ANTI -SEEP COLLAR
am I
r 18 ---- �
I inches I
I Utility Line
I I (Diameter Varies)
1 foot I I Class B Concrete
1 or Compacted Clay
t
6 inches renct� Wtdth 6 inches
---► �—
Not to exceed 40 feet
SECTION
Class B Concrete
or Compacted Clay
12
inches
6 inched ; ,,,6 inches
PLAN
Page 12 of 12

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY GENERAL CERTIFICATION NO. 4088
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS
• NATIONWIDE PERMIT NUMBER 14(LINEAR TRANSPORTATION PROJECTS),AND
• REGIONAL GENERAL PERMIT 198200031 (NCDOT BRIDGES, WIDENING PROJECTS,
INTERCHANGE (IMPROVEMENTS)
Water Quality Certification Number 4088 is issued in conformity with the requirements of
Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North
Carolina Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the discharge of fill
material to surface waters and wetland areas as described in 33 CFR 330 Appendix A (B) (14) of
the US Army Corps of Engineers regulations and Regional General Permit 198200031.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Effective date: March 19, 2017
Signed this day March 3, 2017
By
for S. Jay Zimmerman, P.G.
Director

GC4088
Activities meeting any one (1) of the following thresholds or circumstances require written
approva for a 401 Water Quality Certification from the Division of Water Resources(DWR):
a) If any of the conditions of this Certification (listed below)cannot be met; or
b) Any temporary or permanent impacts to wetlands, open waters and/or streams, except
for construction of a driveway to a single family residential lot that are not determined to
be part of a larger common plan of development as long as the driveway involves less
than 25 feet of total stream impacts, including any in-stream stabilization needed for the
crossing; or
c) Any stream relocation or stream restoration; or
d) Any high density project, as defined in 15A NCAC 02H .1003(2)(a) and by the density
thresholds specified in 15A NCAC 02H .1017, which does not have a stormwater
management plan reviewed and approved under a state stormwater program' or a state-
approved local government stormwater programz. Projects that have vested rights,
exemptions, or grandfathering from state or locally-implemented stormwater programs
and projects that satisfy state or locally-implemented stormwater programs through use
of community in-lieu programs require written approval; or
e) Any impacts to waters, or to wetlands adjacent to waters, designated as: ORW (including
SAV), HQW (including PNA), SA, WS-I, WS-II, Trout, or North Carolina or National Wild and
Scenic River; or
f) Any impacts to coastal wetlands [15A NCAC 07H .0205], or Unique Wetlands (UWL); or
g) Any impact associated with a Notice of Violation or an enforcement action for violation(s)
of NC Wetland Rules (15A NCAC 02H .0500), NC Isolated Wetland Rules (15A NCAC 02H
.1300), NC Surface Water or Wetland Standards (15A NCAC 02B .0200), or State
Regulated Riparian Buffer Rules (15A NCAC 02B .0200); or
h) Any impacts to subject water bodies and/or state regulated riparian buffers along subject
water bodies in the Neuse, Tar-Pamlico, or Catawba River Basins or in the Randleman
Lake, Jordan Lake or Goose Creek Watersheds (or any other basin or watershed with
State Regulated Riparian Area Protection Rules [Buffer Rules] in effect at the time of
application) unless:
i) The activities are listed as "EXEMPT" from these rules; or
ii) A Buffer Authorization Certificate is issued by the NC Division of Coastal
Management (DCM); or
iii) A Buffer Authorization Certificate or a Minor Variance is issued by a delegated or
designated local government implementing a state riparian buffer program
pursuant to 143-215.23
Activities included in this General Certification that do not meet one of the thresholds listed above
do not require written approval.
'e.g.Coastal Counties,HQW,ORW, or state-implemented Phase II NPDES
z e.g.Delegated Phase II NPDES,Water Supply Watershed, Nutrient-Sensitive Waters,or Universal Stormwater
Management Program
Page 2 of 11

GC4088
I. ACTIVITY SPECIFIC CONDITIONS:
1. If this Water Quality Certification is used to access residential, commercial or industrial
building sites, then all parcels owned by the applicant that are part of the single and
complete project authorized by this Certification must be buildable without additional
impacts to streams or wetlands. If required in writing by DWR, the applicant shall provide
evidence that the parcels are buildable without requiring additional impacts to wetlands,
waters, or state regulated riparian buffers. [15A NCAC 02H .0506(b)(4) and (c)(4)]
2. For road and driveway construction purposes, this Certification shall only be utilized from
natural high ground to natural high ground. [15A NCAC 02H .0506(b)(2) and (c)(2)]
3. Deed notifications or similar mechanisms shall be placed on all lots with retained
jurisdictional wetlands, waters, and state regulated riparian buffers within the project
boundaries in order to assure compliance with NC Wetland Rules (15A NCAC 02H .0500), NC
Isolated Wetland Rules (15A NCAC 02H .1300), and/or State Regulated Riparian Buffer Rules
(15A NCAC 02B .0200). These mechanisms shall be put in place at the time of recording of
the property or individual parcels, whichever is appropriate. [15A NCAC 02H .0506(b)(4) and
(c)(4)]
4. For the North Carolina Department of Transportation, compliance with the NCDOT's
individual NPDES permit NCS000250 shall serve to satisfy this condition. For all other
projects that disturb one acre or more of land (including a project that disturbs less than one
acre of land that is part of a larger common plan of development or sale); have permanent
wetland, stream, or open water impacts; and are proposing new built-upon area shall comply
with the following requirements: [15A NCAC 02H .0506(b)(5) and (c)(5)]
a. Stormwater management shall be provided throughout the entire project area in
accordance with 15A NCAC 02H .1003. For the purposes of 15A NCAC 02H .1003(2)(a),
density thresholds shall be determined in accordance with 15A NCAC 02H .1017.
b. Projects that have vested rights, exemptions, or grandfathering from state or locally-
implemented stormwater programs do not satisfy this condition. Projects that satisfy
state or locally-implemented stormwater programs through use of community in-lieu
programs do not satisfy this condition.
c. Projects that require written authorization from DWR shall submit the following with
their application for review and approval:
i. For projects that have a stormwater management plan (SMP) reviewed under a state
stormwater program' or a state-approved local government stormwater program'
shall submit plans that show the location and approximate size of all proposed
stormwater measures;
'e.g.Coastal Counties, HQW,ORW,or state-implemented Phase II NPDES
2 e.g. Delegated Phase II NPDES,Water Supply Watershed,Nutrient-Sensitive Waters,or Universal Stormwater
Management Program
Page 3 of 11

GC4O88
ii. All other low density projects not covered above shall submit a completed low
density supplement form with all required items; and
iii. All other high density projects not covered above shall submit a completed SMP,
including all appropriate stormwater control measure (SCM) supplemental forms and
associated items, that complies with the high density development requirements of
15A NCAC 02H .1003.
d. Projects that do not require written approval from DWR shall obtain approval of the SMP,
when required, before any impacts authorized by this Certification occur.
e. SMPs approved by DWR may be phased on a case-by-case basis. SMPs for each future
phase must be approved before construction of that phase commences. Approved SMPs
may not be modified without prior written authorization from DWR.
II. GENERAL CONDITIONS:
1. When written authorization is required, the plans and specifications for the project are
incorporated into the authorization by reference and are an enforceable part of the
Certification. Any modifications to the project require notification to DWR and may require an
application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .0502]
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the
footprint of the impacts (including temporary impacts) as authorized in the written approval
from DWR; or beyond the thresholds established for use of this Certification without written
authorization. [15A NCAC 02H .0501 and .0502]
No removal of vegetation or other impacts of any kind shall occur to state regulated riparian
buffers beyond the footprint of impacts approved in a Buffer Authorization or Variance or as
listed as an exempt activity in the applicable riparian buffer rules. [15A NCAC 02B .0200]
3. In accordance with 15A NCAC 02H .0506(h), compensatory mitigation may be required for
losses of greater than 150 linear feet of streams and/or greater than one (1) acre of
wetlands. Impacts to isolated and other non-404 jurisdictional wetlands shall not be
combined with 404 jurisdictional wetlands for the purpose of determining when impact
thresholds trigger a mitigation requirement. For linear publicly owned and maintained
transportation projects that are not determined to be part of a larger common plan of
development by the US Army Corps of Engineers, compensatory mitigation may be required
for losses of greater than 150 linear feet per stream.
Compensatory stream and/or wetland mitigation shall be proposed and completed in
compliance with G.S. 143-214.11. For applicants proposing to conduct mitigation within a
project site, a complete mitigation proposal developed in accordance with the most recent
guidance issued by the US Army Corps of Engineers Wilmington District shall be submitted
for review and approval with the application for impacts.
Page 4 of 11

GC4088
4. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules
in Chapter 2 of Title 15A.
5. When applicable, all construction activities shall be performed and maintained in full
compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973).
Regardless of applicability of the Sediment and Pollution Control Act, all projects shall
incorporate appropriate Best Management Practices for the control of sediment and erosion
so that no violations of state water quality standards, statutes, or rules occur. [15A NCAC
02H .0506(b)(3) and (c)(3) and 15A NCAC 02B .0200]
Design, installation, operation, and maintenance of all sediment and erosion control
measures shall be equal to or exceed the requirements specified in the most recent version
of the North Carolina Sediment and Erosion Control Manual, or for linear transportation
projects, the NCDOT Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor-owned or leased borrow pits associated with the project.
Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual. Reclamation measures and implementation shall comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution Control Act
and the Mining Act of 1971.
If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA,
WS-I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the
sedimentation and erosion control designs shall comply with the requirements set forth in
15A NCAC 04B .0124, Design Standards in Sensitive Watersheds.
6. Sediment and erosion control measures shall not be placed in wetlands or waters except
within the footprint of temporary or permanent impacts authorized under this Certification.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0501 and .0502]
7. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used
along streambanks or within wetlands. Exceptions to this condition require application to
and written approval from DWR. [15A NCAC 02B .0201]
Page 5 of 11

GC4088
8. An NPDES Construction Stormwater Permit (NCG010000) is required for construction
projects that disturb one (1) or more acres of land. The NCG010000 Permit allows
stormwater to be discharged during land disturbing construction activities as stipulated in
the conditions of the permit. If the project is covered by this permit, full compliance with
permit conditions including the erosion & sedimentation control plan, inspections and
maintenance, self-monitoring, record keeping and reporting requirements is required. [15A
NCAC 02H .0506(b)(5) and (c)(5)]
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent
version of their individual NPDES (NCS000250) stormwater permit. [15A NCAC 02H
.0506(b)(5) and (c)(5)]
9. All work in or adjacent to streams shall be conducted so that the flowing stream does not
come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams,
and other diversion structures shall be used to minimize excavation in flowing water.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0506(b)(3) and (c)(3)]
10. If activities must occur during periods of high biological activity (e.g. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of
other state or federal agencies and coordinated with these activities. [15A NCAC 02H .0506
(b)(2) and 15A NCAC 04B .0125]
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) shall be implemented. Exceptions to this
condition require written approval by the resource agency responsible for the given
moratorium. A copy of the approval from the resource agency shall be forwarded to DWR.
Work within a designated trout watershed of North Carolina (as identified by the Wilmington
District of the US Army Corps of Engineers), or identified state or federal endangered or
threatened species habitat, shall be coordinated with the appropriate WRC, USFWS, NMFS,
and/or DMF personnel.
11. Culverts shall be designed and installed in such a manner that the original stream profiles are
not altered and allow for aquatic life movement during low flows. The dimension, pattern,
and profile of the stream above and below a pipe or culvert shall not be modified by
widening the stream channel or by reducing the depth of the stream in connection with the
construction activity. The width, height, and gradient of a proposed culvert shall be such as
to pass the average historical low flow and spring flow without adversely altering flow
velocity. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Page 6 of 11

GC4088
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the
culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low
flow passage of water and aquatic life.
If multiple pipes or barrels are required, they shall be designed to mimic the existing stream
cross section as closely as possible including pipes or barrels at flood plain elevation and/or
sills where appropriate. Widening the stream channel shall be avoided.
When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is not
required, provided that all alternative options for flattening the slope have been investigated
and aquatic life movement/connectivity has been provided when possible (e.g. rock ladders,
cross vanes, etc.). Notification, including supporting documentation to include a location
map of the culvert, culvert profile drawings, and slope calculations, shall be provided to DWR
60 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required provided that
there is sufficient documentation of the presence of bedrock. Notification, including
supporting documentation such as, a location map of the culvert, geotechnical reports,
photographs, etc. shall be provided to DWR a minimum of 60 calendar days prior to the
installation of the culvert. If bedrock is discovered during construction, then DWR shall be
notified by phone or email within 24 hours of discovery.
If other site-specific topographic constraints preclude the ability to bury the culverts as
described above and/or it can be demonstrated that burying the culvert would result in
destabilization of the channel, then exceptions to this condition require application to and
written approval from DWR.
Installation of culverts in wetlands shall ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. When roadways,
causeways, or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges shall be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization
techniques shall be used where practicable instead of rip-rap or other bank hardening
methods.
12. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed
across the bridge and pre-treated through site-appropriate means to the maximum extent
practicable (e.g. grassed swales, pre-formed scour holes, vegetated buffers, etc.) before
entering the stream. Exceptions to this condition require application to and written approval
from DWR. [15A NCAC 02H .0506(b)(5)]
Page 7 of 11

GC4088
13. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian
areas and/or wetlands shall be conducted at agronomic rates and shall comply with all other
Federal, State and Local regulations. Fertilizer application shall be accomplished in a manner
that minimizes the risk of contact between the fertilizer and surface waters. [15A NCAC 02B
.0200 and 15A NCAC 02B .0231]
14. If concrete is used during construction, then all necessary measures shall be taken to prevent
direct contact between uncured or curing concrete and waters of the state. Water that
inadvertently contacts uncured concrete shall not be discharged to waters of the state. [15A
NCAC 02B .0200]
15. All proposed and approved temporary fill and culverts shall be removed and the impacted
area shall be returned to natural conditions within 60 calendar days after the temporary
impact is no longer necessary. The impacted areas shall be restored to original grade,
including each stream's original cross sectional dimensions, planform pattern, and
longitudinal bed profile. For projects that receive written approval, no temporary impacts
are allowed beyond those included in the application and authorization, All temporarily
impacted sites shall be restored and stabilized with native vegetation. [15A NCAC 02H
.0506(b)(2) and (c)(2)]
16. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion
Control Planning and Design Manual or the North Carolina Surface Mining Manual or the
North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during
use of this Certification. [15A NCAC 02H .0506(b)(2) and (c)(2)]
17. Any rip-rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip-rap shall be placed such that the original stream elevation and
streambank contours are restored and maintained. Placement of rip-rap or other approved
materials shall not result in de-stabilization of the stream bed or banks upstream or
downstream of the area or in a manner that precludes aquatic life passage. [15A NCAC 02H
.0506(b)(2)]
18. Any rip-rap used for stream or shoreline stabilization shall be of a size and density to prevent
movement by wave, current action, or stream flows and shall consist of clean rock or
masonry material free of debris or toxic pollutants. Rip-rap shall not be installed in the
streambed except in specific areas required for velocity control and to ensure structural
integrity of bank stabilization measures. [15A NCAC 02H .0506(b)(2)]
19. Applications for rip-rap groins proposed in accordance with 15A NCAC 07H .1401 (NC
Division of Coastal Management General Permit for construction of Wooden and Rip-rap
Groins in Estuarine and Public Trust Waters) shall meet all the specific conditions for design
and construction specified in 15A NCAC 07H .1405.
Page 8 of 11

GC4O88
20. All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids,
or other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication and
general equipment maintenance shall not take place within 50 feet of a waterbody or
wetlands to prevent contamination by fuels and oils. [15A NCAC 02H .0506(b)(3) and (c)(3)
and 15A NCAC 02B .0211 (12)]
21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be
taken to minimize soil disturbance. [15A NCAC 02H .0506(b)(3) and (c)(3)]
22. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25 gallons
or more; any spill regardless of amount that causes a sheen on surface waters; any
petroleum spill regardless of amount occurring within 100 feet of surface waters; and any
petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours.
23. If an environmental document is required under the State Environmental Policy Act (SEPA),
then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or
Record of Decision (ROD) is issued by the State Clearinghouse. If an environmental document
is required under the National Environmental Policy Act (NEPA), then this General
Certification is not valid until a Categorical Exclusion, the Final Environmental Assessment, or
Final Environmental Impact Statement is published by the lead agency. [15A NCAC 01C
.0107(a)]
24. This General Certification does not relieve the applicant of the responsibility to obtain all
other required Federal, State, or Local approvals before proceeding with the project,
including those required by, but not limited to, Sediment and Erosion Control, Non-
Discharge, Water Supply Watershed, and Trout Buffer regulations.
25. The applicant and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance
with §303(d) of the Clean Water Act), and any other appropriate requirements of State and
Federal Law. If DWR determines that such standards or laws are not being met, including
failure to sustain a designated or achieved use, or that State or Federal law is being violated,
or that further conditions are necessary to assure compliance, then DWR may revoke or
modify a written authorization associated with this General Water Quality Certification. [15A
NCAC 02H .0507(d)]
26. When written authorization is required for use of this Certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return a certificate of completion (available on the DWR
website htt s: edocs.deg.nc.goy/Forms/Certificate-of-Completion), [15A NCAC 02H
.0502(f)]
Page 9 of 11

GC4O88
27. Additional site-specific conditions, including monitoring and/or modeling requirements, may
be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards. [15A NCAC 02H .0507(c)]
28. If the property or project is sold or transferred, the new Permittee shall be given a copy of
this Certification (and written authorization if applicable) and is responsible for complying
with all conditions. [15A NCAC 02H .0501 and .0502]
III. GENERAL CERTIFICATION ADMINISTRATION:
1. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401
Water Quality General Certification must include the appropriate fee. An applicant for a
CAMA permit under Article 7 of Chapter 113A of the General Statutes for which a Water
Quality Certification is required shall only make one payment to satisfy both agencies; the fee
shall be as established by the Secretary in accordance with 143-215.3D(e)(7).
2. This Certification neither grants nor affirms any property right, license, or privilege in any
waters, or any right of use in any waters. This Certification does not authorize any person to
interfere with the riparian rights, littoral rights, or water use rights of any other person and
this Certification does not create any prescriptive right or any right of priority regarding any
usage of water. This Certification shall not be interposed as a defense in any action
respecting the determination of riparian or littoral rights or other rights to water use. No
consumptive user is deemed by virtue of this Certification to possess any prescriptive or
other right of priority with respect to any other consumptive user regardless of the quantity
of the withdrawal or the date on which the withdrawal was initiated or expanded.
3. This Certification grants permission to the Director, an authorized representative of the
Director, or DWR staff, upon the presentation of proper credentials, to enter the property
during normal business hours. [15A NCAC 02H .0502(e)]
4. This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide Permit and/or Regional General Permit. The conditions in effect
on the date of issuance of Certification for a specific project shall remain in effect for the life
of the project, regardless of the expiration date of this Certification. This General
Certification is rescinded when the US Army Corps of Engineers reauthorizes any of the
corresponding Nationwide Permits and/or Regional General Permits or when deemed
appropriate by the Director of the Division of Water Resources.
5. Non-compliance with or violation of the conditions herein set forth by a specific project may
result in revocation of this General Certification for the project and may also result in
criminal and/or civil penalties.
Page 10 of 11

GC4088
6. The Director of the North Carolina Division of Water Resources may require submission of a
formal application for Individual Certification for any project in this category of activity if it is
determined that the project is likely to have a significant adverse effect upon water quality,
including state or federally listed endangered or threatened aquatic species, or degrade the
waters so that existing uses of the water or downstream waters are precluded.
7. Public hearings may be held prior to a Certification decision if deemed in the public's best
interest by the Director of the North Carolina Division of Water Resources.
History Note: Water Quality Certification (WQC) Number 4088 issued March 3, 2017 replaces
WQC 3886 issued March 12, 2012; WQC Number 3820 issued April 6, 2010, WQC Number 3627
issued March 2007, WQC Number 3404 issued March 2003, WQC Number 3375 issued March 18,
2002; WQC Number 3289 issued June 1, 2000; WQC Number 3103 issued February 11, 1997;
WQC Number 2732 issued May 1, 1992; WQC Number 2666 issued January 21, 1992; WQC
Number 2177 issued November 5, 1987,
Page 11 of 11

See Sheet 1-A For Index of Sheets °�° °�° OF NORTH (� ®�
See Sheet 1-8 For Conventlonal Symbols STAIR SiATR PROJRCP RRPRRRNCR NLL
NO. Sfl66T3
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DIVISION
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BEGIN g P2 SHEET 1 OF 17
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. • Z z STRUCTURE, RETAINING WALLS,AND NOISE WALLS
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-Y23- SR 1219 ALL AMERICAN J N
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-Y21- SR 1378 (IRELAND DR.) EXPRESSWAY
J -Y18- SR 3083 m
BEGIN TIP PROJECT U-4405 -Y16- SR 1116 (S KENLEIGH DR.) (SCOTLAND DR.)
-L1- STA 95+00.00 (DURANT DR.) (EUCALYPTUS RD.)
WETLAND AND SURFACE WATER IMPACTS PERMIT
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF FAYETTEVILLE.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
PROPOSED SIGNAL
• • **A DESIGN EXCEPTION FOR LANE WIDTH IS REQUIRED
VGRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in the Office of: HYDRAULICS ENGINEER
ATKI 1616 EAST MILLBA ROAD, SUITE 310
ADT 2018 = 63,150 AALEIGH, NORTH CAROAAOLINA 27609 ®g @8®Rp�j
50 25 0 50 100 ADT 2038 = 70,975 LENGTH ROADWAY TIP PROJECT U-4405 = 6.231 MILES [phone] NCBEES NF-0326
PLANS K = 10% TOTAL LENGTH TIP PROJECT U-4405 = 6.231 MILES 2012 STANDARD SPECIFICATIONS
D P.E.
1Q0 25 0 50 100 D = 3%/D RIGHT OF WAY DATE: CLINTON J.MORGAN, PE SIGNATURE:
yI I I V = 50 MPH J U LY 2 9. 2 016 PROJECT ENGINEER ROADWAY DESIGN
^I PROFILE (HORIZONTAL) *TTST =1% DUAL=2% ENGINEER
O10 5 0 10 20 FUNC CLASS = LETTING DATE: VIRGINIA SCHAAR, PE
V URBAN ARTERIAL NCDOT CONTACT: BRENDA MOORS,PE JULY 17,2018 PROJECT DESIGN ENGINEER
PE
PROFILE (VERTICAL) REGIONAL TIER SIGNATURE:

0
PROJECT REFERENCE NO. SHEET NO.
U-4405 4A
RW SHEET NO.
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DETAIL 16
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Georeiile= 60 Sy Type of Liner= CLASS I RIP RAP
-Y50- POT Sta.IO+OOAO FROM STA.96+67 TO STA.96+89-L1- FROM STA.96+90 TO STA.100+50-LI-LT
-Y50-
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PROJECT REFERENCE NO. SHEET NO.
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Rl SHEET NO.
\ DETAIL 16 DETAIL 11 ROADWAY DESIGN HYDRAULICS
COSrN RIP RAP AT EMBANKMENT SPECIAL LAN�RALSeBASE DITCH \1 ENGINEER ENGINEER
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ox EST DDE=150 CY o ;� - qO-E
--- - qq SLOPE=1TO
EST 165 TONS (`
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REIAINV l 0„ &. EMO'J =i US ,$'! 89
SYS'1LI" � CB c� R TrA RAS \�C \ �.1P / ) .5S CHL RW
1B ( 3p pE 8'3 ISF DUE cuS§-n�RYv RAv&CF REAL STATE Fp�NDATION
cP-1 8�043 PG 96 N
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LINE
P 3 TRUSTEE w EST 105 SY GE�TEXTINE /
AlAT CH�� DB 77 U PG 470 A N" "� 4t =I covc
E SEE,, * .04 DB 510 PG 319 WD 5 GF \ ,� EXCAVATION = INLET DETAIL sMrL B
S1'^ Sh C�� x _� cR 125 CY +/- NTS (STA 82+50 -L-) O
^1 C _ 1@60"RCP 1@72"STEEL
n .� 1@66"RCP W/RCP ENDS STEPHEggN M NTER
s ��+oo 9 $q $'7 EXCAVATION 176.75' BURRIED XCAVATION IIII DB 4342 IP 504
L COASTp�JER L \ _ I PB 89 PG 122
L FR9N77T732S7pEgEL�I7OT, DBo5539 PGA 783 \\\ $$ -� - N NG 11
9 2495 PGE 25A CLASS II RIP RAP JONA�,}{AN HI{ ELLIOT 3.
= EST 218 To
DB 3fi75 PG 7794
-L- TS Sta.80+54.72 EST 210 SY GEOTEXTILE DB 4966 PG\348
CD 50' 0' 50' 100' -� 3/ RIP RAP(TYP)
/ WIDTH=5' WIDTH=6' WIDTH=7' T=2' X If'C L W
SCALE I'BENCH HEIGHT I'BENCH HEIGHT
rn / ABOVE BED ABOVE BED 1
L 200' 0' 200' 400' -Y5- .�
EXCAVATION
INSET SCALE * 4- =P 22+13. 1 OUTLET DETAIL X
A = 25/8'l33"(RT) NTS (STA 82+50 -L-) 1
DENOTES MECHANIZED D = l0'44'58.8' \ 1966"RCP 1@72"STEEL
m CLEARING 1@60"RCP W/RCP ENDS
L = 23539 \ 76 00 BURRIED 1.0'
T = 119.65' \ EXCAVATION
E DENOTES FILL IN
WETLAND R = 533.00' _
0
SE = 0.02 ?�
w ® DENOTES TEMPORARY
IMPACTS IN SURFACE WATER At ^i' NG
~
® DENOTES IMPACTS IN 1
SURFACE WATER EXCAVATION = / °' CLASS II
rc �I 135 CY +/- RIP RAP (TYP
w Jr
i \ WIDTH=6'
1'BENCH HEIGHT DTH=6 H 1'BENCH HEIGHT
NPROPOSED SIGNAL
a m SIDEWALK
\ ABOVE BED ABOVE BED
PROP CONC SITE 2 INLETSEE SHEET 35 FOR -L-
A DESIGN EXCEPTION FOR LANE WIDTH IS \ NOTE: SEE SHEET 46 FOR -Y5-P POROFILE
REQUIRED FOR -1r STA.38+95.00 TO -Jr 319+95.00
L

D,
PROJECT REFERENCE NO. SHEET NO.
—L_ U-4405 9
PIS Sto 81+2139 P1 Sto 84+71.94 PIS Sto 88+2/.95 RAN SHEET NO.
—
- - - � 6s = 0'27'17D" L = 5'45'542(RT) 6s = 0'27'17D' ROADWAY DESIGN HYDRAULICS
_ Ls = 100.00' D = 0*54'34.0' Ls = 100.00' ENGINEER ENGINEER
DETAIL 2 DETAIL 4 LT = 66.67' L = 633.90' LT = 66,67'
-Y5- STANDARD BASE DITCH TOE PROTECTION ST = 3333' T = 3/722'/y ST = 3333' INCOMPLE E PLANS
(Nor ro Scolel (Nor ra Scalel R = 6,300.00 DO NOT USE MR /W ACQUISITION
P1 Sto /5+94.46 ti e' SE OD25
= 34'10'44.0'(RT) a 407,�
cro��e nD 10',W 58.8' cr i.. n.D= 2.0 H.
L = 3/79p5' Maz.3. 6.0 F1. d= 3 0 H. d PERMIT D RAW I N G
T /63.86' 'When B is< 6.0' B= 3.0 Ff. 6= 3.0 H. Georeaile \
R = 533.00' 12
e of Liner— C1A55 I RIP RAP Type of Li = CLASS B RIP RAP SHEET 6 OF 18 2 ��
FROM STA.77+03 TO ner STA.77+90-L-RT FROM STA.83+50 TO STA.84+50-L-LT
FROM STA.78+76 TO STA.78+95\-L-LT Q
—Y5— PT Sta.17+46.55 v B S eTONS RAP Q
S Sta. 4 J7 �CxEO LE
AFFORD CORPORA BARK 4t g �� c II RI
I OPERTY OWNERS ASSOC.INC.
DB 9374 P 1 E EST 90 S NS
PB 132 P _.� �e ceo xra
STANDARD VSE DITCH
]3 \ SEE DETAIL 2`
BEGIN CONSTRUCTION E E=20 CY
WAL-MART REALESTATE - " a' j SLOPE='QQ3'%
BUSINESS TRUST ESji.30 TGAlS ,�. -1F �� AIN SYSTE
DB 9449 PG 76 o EST 45 gY GEOTEXTIBE �', SITE
PB 134 PG 55 11
RETAIN SYSTE " A SEE ENLARGEMENT,TtiIS-SHEEN a� � � � � � ��, atPRN o T
m E PRO
\- AL r C m I
c E RISERAEF R8474 L
SE \ DBU 2 FD
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to 9
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DO OT ISTURB SIGN TD� �. EST 2.XION5 �E * * ; 4E I y IC D IL S IR
p Igg
a.76+45.55 BEST 7 SY,, ** y/ A r TDE PUE - % W 49 PG 12
25^ 5 C PUE ,TExTI� * ( T7P lfC� uRVi�� U _
RETAIN / U E \ PUE—���- PUE
IXISTIN +81.091 J IF F F� 1
1 UE -
SIDEWAL � A * * f `Xir 15" Cn -
/ 1�__ S�RCF-IVY 7.. -. .. q N ?. — — _ DUE ^ v� EMOVE \I P E P E
ur R=50' 1 -'i - - -A- _�c — - ��,,��. lL���I1:� v� R l50" .r �_ "mac„�ls r, I i ��d
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N PIEI - 1 DI
_ r`DI _ -__— i_ `O RCP__ 925' PRO Y-G C&G IIIw,..,,.y
Q - — 0 0- H-7 CONC.ISLAND- ` 5 �- -- _ - _
W I..� y y _ 1 L ^ IAL COLLAR ND EXTEND ROP �' " ----"ti EMOVE O 1",RCP—IV
ZN P IV a. U ...� V F' CB 30` 40/BUS CB RAEFORO 30„ --- B ~\ uj
=J ~ a o (Po)(cu w / -ce —'— _ �\-- 30 PRO — ~\ _Z to
1 PI
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F- p P.0 C. ALK n. _REM F-�J __ —_ m -_- - - 10U_ _F F
PROP.2'-6"! F _ Ca ..,/� - Nti 0 QJB _ ,�a� -tom —_1 E _ /I, '( i�l, * * * L +� * * - BF '��D — F-
CP-IN �� R- ST B PVBASE DITCH Op'U� I �'J DII; F Q
PUE 1 TC e ' i S' SEE DETAIL 3\ �ORM * 1 yF 14F I
ox ° / EST DDE=150�6Y ti - * P _-..PUS P PUE
\ E �� SLOPE=1.7%
y l
C '!(s 4_ -r�� '� Q� \ EST 165 TONS
tIAIN� �; --�� C&° \ EST 350 SY GEOTEXTILE
SYS Lh �� i,. -� EMOY
�_ i CHL RW
0 Q \ 8'3 �� �'DUE- — 7��iLA
cP—I 3p v E zsF Bus c4aS§B 4r RA F EA T s
/ DB 77325 PG 0 ISF �}Y0 TONS
_ FRANCES E LIOT, ABAND \ .i
77
c �` l \ `DB 510 PG 319� ,� • ...ca� OF T toy-s1�GE�,+Tf�(T s o co
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- —�- �I @ 0 RCP_ - - .� 1 6 1@66"RCP W RCP ENDS ST NTER
m
e � �- - ---- ___ 4EF BURIED 1.0' �
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pp��JJEgR� L_ ---- \
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a DB 795 25� \
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EST 218 TONS N EtL 91gT
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50' 0' 50' 100, 1 3/ RIP RAP(TYP)
� CHHE TH=6' CHHE T_2
SCALE I'BENCH 'BENCH X c L
rn / ABOVE BED ABOVE BED
200' 0' 200' 400' —Y5_
EXCAVATION
INSET SCALE * �i P1 Sto 22+82J2 1 OUTLET DETAIL
A = 25'18'133'(RT) \ NTS (STA 82+50 L-)
DENOTES MECHANIZED D = l0'44'58.8' 1966-RCP 1@72"STEEL
m CLEARING 1@60"RCP W/RCP ENDS
L = 23539' a 76 00 BURRIED 1.0'
T = 119.65' \ EXCAVATION
E DENOTES FILL IN
WETLAND R = 533.00' _
0
= ?�
DENOTES TEMPORARY
Ic
® IMPACTS I SE 0.02
wN SURFACE WATER * NG
DENOTES IMPACTS IN =
z ® -. _--- EXCAVATION = °'' CLASS II
SURFACE WATER
rc �I 135 CY +/- RIP RAP (TYP
w Jr
1'BENCHHHEIGHTDTH=61'BENCHHHEIGHT T-2
PROPOSED SIGNAL
SITE 2 INLET ABOVE BED ABOVE BED
tee.= -- --
,,
a m PROP CONC SIDEWALK
A DESIGN EXCEPTION FOR LANE WIDTH IS NOTE: SEE SHEET 35 FOR -L- PROFILE
�= REQUIRED FOR -L-STA.38+95.00 TO -L-319+95.00
_ SEE SHEET 46 FOR -Y5- PROFILE
L

' PROJECT REFERENCE NO. SHEET NO.
o,
U-4405
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I I
I I I
INCOMPLE E PLANS
DO NOT US6 FOR /W ACOUISCCION
! II
I I
I I
PERMIT DRAWING
SHEET 7 OF 18
— I I
I
! II
I ! ! /900.1 l 0' l 0' l 0'
CL STA 82 48 -L-
EXTEND EX. I @ 60" RCP; @ 66" RCP
SUPPLEMENT WITH 1 72" WELDED STEEL
GP = 192.83
200 SKEW = 65'
I
I I
I I
B RY INVERT OF 72" WELDED
/90 P S EEL PIPE I'
JB W/MH �o
15" RCP-IV GRIOUNDG �� TB RT
BUR INVERT OF 72" � � y
WELDED STEEL PIPE I' / 48 TB LT
180 NWS = 178.2' ----- ---- \
A 1 I.
PROPOSE BED
4/22/2015 — ----=
I PROPOSED BED — ---- _------- --------_ ---- -----� � �______— BED
INV 0" = 174.89' INV 60" = 14.93' EXTEND 60" CP 8'
170 S OPED 3.00e P 34' INV 6" = 174.76' INV 66" = 14.25' SLOPE = 0.3
EXTEND 6 " RCP 38
SLOPE SLOPE .007 SL PE = 0.00%
! I I _ .63%
BURY I'
I I I
Z
0
w�
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00 00 00 mommommommoommomm 00000000000000000 NEEMENEEMENEENE........... SIM .....................................mom 0
mmm;lwl ill vqjIIMM 0011101 0011100 0011101 0011100 0011101 0011100 0011101 0011100 0011101 0011100 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM mommommmom MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 HE 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 mom 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 "',ill eqj 00 00 on
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..................... ................................................I................ moommommonommoomm
................. 0.................nommommoom mommoommom mommoommom mommoommom mommoommom %.IN==Ruh Is,Blin I M' mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommom mommoommom mommoommoo mommoommoo mommoommoo mommoommon
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0 in in 0 W,a I i I 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON ON 00 ON 10 ON 00 00 ON ON ON 00 ON ON mo ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON ON 10 ON 00 00 ON ON ON 00 ON 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 ON 00 00 00 00 00 00 00 00 00 ON 00 ON 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0 MENNEN mom mommompulv_qmmm
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ininininininininnnnnnNo No nnnNo No No 00 No No No 00 No No No No No No No No No 00 No No No No No No No No No 00 No No No No No No No No No 00 No No No No No No No No No 00 No No No No No No No No No 00 00 No No No No No No No-0 No 00 No No No No No No No on No-0 00 00 No No No No No No No No No 00 No No 00 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 00 00 00 00 00 00 00 00 00 on
00 momom 00 mom 00 moom 00 mom 00 mom 00 mom 00 mom moom mom 00 mommoom mom nomoollq
MEMO W,a lo fillom mommommomm 0011100 0011101 0011100 0011101 0011100 moommommom 0011100 0011101 0011100 0011100 1011100 0011100 1011100 0011100 1011100 mommommmom 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 HE 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 IN 00 00 00 00 00 00 00 0001 00 IN 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 OF,all I 00 00 on
Mommoommoo mommoommoo mommoommom mommoommom mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommom mommoommom mommoommoo mommoommoo mommoommoo mom
nommommomm 0000000000 mommoommom mommoommom mommmommom 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 mommoommom mommoommom 0000000000 0000000000 0000000000 mom
nommommoom moommommom mommoommom mommoommom mommoommom mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommom mommoommom mommoommoo mommoommoo mommoommoo mom
nommommoom mommoommom mommoommom 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 mommoommom mommoommom 0000000000 0000000000 0000000000 mom
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il

PROJECT REFERENCE NO. SHEET NO.
-L- U-4405 /3
Pls Sta 139+95.56 Pl Sta 144+71.01 P W SHEET NO.
es = P 43'07.9' Z� = 19'18'58.8"(RT) ROADWAY DESIGN HYDRAULICS
Ls = 150.00' D = 2*17'30.6' ENGINEER ENGINEER
INLET DETAIL OUTLET DETAIL o LT = 100.00' L = 842.83'
2@60"STEEL NTS (STA 137+99 -L-) _
PIPES NTS (STA 137+99 -L-) N ST = 50.00' T = 425.45'
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PIPES -- SE = 0.03 DO NOT USE FOR /W ACQUISITION
Z
NG _
\ 0
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0 -18' WALL 0 -30' Z
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THICKNESS=2' EXCAVATION RIP RAP(TYP)
CHANNEL NOTE:BURRIED 1.0' THICKNESS-2'
CHANNEL
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0
M
SITE 3 o pp C M �BDBA44�f PO ' SY r
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-Y12- PC Sta.10+50.86 - - + = I \ \ P.
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r BST I CONC ISBK BUS
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67 J ISBK BUS �
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I MTL Sr .. .. .. .. _. _.
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�' / X--X X�X— CLASS II R P RAP
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EST 100 T@NS EST 80 SY GEOTEXTILE
-Y12- POT Sta.12+7659 EST 100 SY GEOTEXTILE w
KENNETH C LANCASTER,JR 142
I3 I %l _
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-Y12 1 DB 4448 PG 340
Pl Sta 10+99J1
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1 T = 4825' 1 so' o' so' loo'
SR 3327 WNAR OR 25'B57 R = 340.00'
SCALE
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1 1
DENOTES TEMPORARY
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0 DENOTES IMPACTS IN
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,
~ I
* I I ISBK APT L 1
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NOTE: SEE SHEET 37 FOR -L- PROFILE
•*A DESIGN EXCEPTION FOR LANE WIDTH IS `�°tL SEE SHEET 47 FOR -Y12- PROFILE
raw REQUIRED FOR -L-STA.38+95.00 TO -L-319+95.00
��

6
PROJECT REFERENCE NO. SHEET NO.
—L— U-4405 /3
Pls Sto 139+9556 P/!to
/44 /Al P W SHEET NO.
es = /'43'07.9' A _ l9,l8, 8B'(RT) ROADWAY DESIGN HYDRAULICS
Is = 150W Q = 2'l7' 06' ENGINEER ENGINEER
INLET DETAIL OUTLET DETAIL LX= l000a L = 849 '
2@60"STEEL NTS (STA 137+99 -L-) __ _ INCOMFLE E FLANS
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THICKNESS=2' EXCAVATION RIP KNEE P)
CHANNEL NOTE:BURRIED 1.0' THICKNESS-2' -
CHANNEL
WIDTH = 20' EXCAVATION = 870 CY EXCAVATION = 512 CY WIDTH = 20'
Ln SITE --
$ -L- TS Sto.13 95.56 BRB 849 0 66 5
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EST 8 TONS &
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46 _Y12— DB 4448 G 340
1 Pl Sto 10+99J1
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w L = 9585'
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0
PROJECT REFERENCE NO. SHEET N.
U-4405
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INC®MPLE E PLANS
DO NOT USE POR /W ACQUISITION
PERMIT DRAWING
SHEET 11 OF 18
2 0' l 0' l 0' S ' S ' l 0' l 0 200
CL STA 137 99.59 -L-
EXTEND EX. 4@10'xl2' RC EC
GP = 150.07'
SKEW = 90'
WATER LINE TO BE RELO ATED)
/50
TRENCHLESS INSTALLATION SS LINE (TC BE RELOCATED)
2@60" WELDED STEEL � --- _
INV. = 141.0' - _- -_ CTB L TB RT
------- - -140
- - �
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TRENCHLESS INSTALLATION
60" WELDED STEEL
INV. = 140.6'
------- ------- I-- --------
00 NWS = 139.3' EXISTING BE
DATE OF SURVEY INV = 1 4.15'
12/18/14
INV 133.08' EXTEND CULVERT
EXTEND CUL ERTJ SL OPE = 1.087
SLOPE = 1.087
II
II
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I I
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0
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&OW1 HLNE B _ I PROJECT REFERENCE NO. SHEET NO.
R99 , -L-
0g 25 '-d t OLAND B LITTLE N
PB I P 11� J \ DB 3816 PG 595 / P1 Sto 144+7/Al Pls Sto 149+38.40 PIS Sto 153+04.56 P1 Sto 155+/0J7 U-4405 14
o� I 1 II ETAIN \ // _ l9'18'58.8'(RT) 6s = l'43'07.9' 6s = l'14'505' A = 5'/0'02'(LT) RW SHEET NO.
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RETAI I 1 1 I L = 842.83' LT = lOOAO' LT = IOOAO' L = 3/1AN ENGINEER ENGINEER
I III II��0 15 T = 425.45' ST = 50DV ST = 50DV T = 155.6N Z
I I II I 3 3s R = 2,500A0' R = 3.445.W
SE = 0A3 SE = OW USE Z Co DO IC MR E PLANS
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DJ ST MH� I e'csE, x CLASS N RIF RAP Q —L— ST Sta.150+38.39
g5T
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ADJUST CB III I �• vr^ EST 178 SY GEOTEXTILE / / TREETOP APARTMENTS,LLC
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DB 6097 PG 116 /r�,,,+r'(� LEWIS CHAPL I IONARY
H I�PdSSIP I efi�l. ID II �JE / DO NOT DISTURB FENCE I .
Z UN W `-l 1 + 5239 PG 76 ISBK LEWIS TIST CHAPEL MISSIONARY -
01 �1 DB IBB P 16 8'BRK WALL- III I VARIE
jOGF. ( I EWIS CHAPEL MISSIONARY v II 162
L- TS Sta./52+0456
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EST 175 TONS PB 9 G 24 I
EST 170$Y GEOTEXTILE CLASS II RIP RAP -D I I`i- 77
tL 5 - - c EST 140 TONS I D-J' S NG CORP----- ' I
F 1 T1 3 10 164 P HEAVE 0 DOBBS \
743 a. / EST 135$Y GEOTEXTILE G 4 / / rTAINI I O DB OX O IN BB1 166 �—
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RICAN FLAG- o u 5 2
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RAEFORD ROpp © /gam__ Irl PB 16 PG 8
m DB 4448 PG 342 I 167
m 50' 0' 50' 100,
1, 1@72"STEEL W O
INLET DETAIL EXCAVATION OUTLET DETAIL RCP ENDS �X
E SCALE NTS (STA 143+37 -L-) NTS (STA 143+37 -L-) BURRIED 1.0'
0 100' 0' 100' 200' 1@72"STEEL W/RCP ENDS NG EXCAVATION I —
BURIED 1.0' 2@72"RCP
2@72"RCP — EXCAVATION
w INSET SCALE EXTENSIONS 2:1 NG —�—I
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IMPACTS IN SURFACE WATER
® DENOTES IMPACTS IN
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PROPOSED SIGNAL ` /j CLASSI P1 ! CLASS II RIP RAP
T=2' NOTE: SEE SHEET 37 & 38 FOR -L- PROFILE
PROP CONC SIDEWALK VARIES 9'-26' CHANNEL SEE SHEET 47 FOR -Y13- PROFILE
o EXCAVATION 1 5'BENCH HEIGHT WIDTH -8' EXCAVATION ARIES 3'-23' yCyHDTHN 18' \� SEE SHEET 48 FOR -Y14- PROFILE
�x **A DESIGN EXCEPTION FOR LANE WIDTH IS -257 CY =342 CY 1.5'BENCH HEIGHT
REQUIRED FOR -L-STA.38+95.00 TO -1-319+95.00 ABOVE BED 138.5' ABOVE BED 137.2' ,rui

PROJECT REFERENCE NO. SHEET NO.
I Y OLAND B LITTLE m --- ,,,
DB 3816 PG 595 / P1 Sto 144+7/Al PIS Sto 149+38.40 PIS Sto 153+04.56 P1 Sto 155+/0J7 ;; U-4405 14
Ilu I ETAIN \� ISOIL /// & = l9'18,58.8'(RT) es = l'43'07.9' es = r14'505' A = 5'l0'21Z(LT) ' R,W SHEET NO.
D = 2'17'30.6 Ls = 150.00' Ls = 150.00' D = P39'47.4' _ ROADWAY DESIGN HYDRAULICS
RET ,I I I L - 842.83' LT 100_ .0'0' LT 100_ .00' L - 3/lAN __ ENGINEER ENGINEER
— —
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0 100, 0' 100, 200' 1@72"STEEL W/RCP ENDS NG EXCAVATION
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�x **A DESIGN EXCEPTION FOR LAA�E WIDTH IS =257 CY 1.5'BENCH HEIGHT WIDTH =8' =342 CY 1.5'BENCH HEIGHT WIDTH =6' SEE SHEET 48 FOR —Y14— PROFILE
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�•�' ABOVE BED 137.2' ,rw

0
PROJECT REFERENCE NO. SHEET N.
U-4405
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INC®MPLE E PLANS
DO NOT USE POR /W ACQUISITION
PERMIT DRAWING
SHEET 14 OF 18
2001 l 0' l 0' S ' Q S ' l 0' l 0'
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EXTEND EX, 2 @ 84" CMP SUPPLEMEN
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4/22/2015 _� \ EXISTING BED
140
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I I /30
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- -L- PROJECT REFERENCE NO. SHEET NO.
Pl Sto 220+67 / U-4405 20
.3
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ROADWAY DESIGN HYDRAULICS
COW L D = 0'.7r 226" PUE / ENGINEER ENGINEER
T = 93.86'
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100' 0' 100' 200' LT
E INSET SCALE / CLASS II RIP RAP OUTLET DETAIL ii 11 II (i J Il Ili
178 TNS NITS (STA 221+22-L-) I II I
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A DESIGN EXCEPTION FOR LANE WIDTH IS
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o'-zs' SEE SHEET 48 FOR —Y25— PROFILE
vi REQUIRED FOR -I-STA.38+95.00 TO -L-319+95.00

PROJECT REFERENCE NO. SHEET NO.
P1 Sto 220+6701 U-4405 20
RAN SHEET NO.
'I ROADWAY DESIGN HYDRAULICS
D = 0'34'22.6" "' ENGINEER ENGINEER
=aa coec L = 187.71' _
T = 93.86'
NEYKIRK DR EST R = 1OA00.00' I I 04 INCOMPLE rE PLANS
_ SE = NC V - _0 DO NOT USE MR /W ACOUISITION
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0
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OUTLET DETAIL rrJ
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O / W/SELECT MATERIAL VARIES 8'- 4'
**A DESIGN EXCEPTION FOR LANE WIDTH IS
o'-zs' SEE SHEET 8 F R —Y25— PROFILE
v! REQUIRED FOR -L-STA.38+9SD0-T -L-319+95.00

0
PROJECT REFERENCE NO. SHEET N.
U-4405
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INC®MPLE E PLANS
DO NOT USE POR /W ACQUISITION
PERMIT DRAWING
SHEET 17 OF 18
l 0 l 0' 50' 0 S ' l 0' l 0'
CL STA 221 22.51 -L-
RETAIN AND EXTEND EX 3 @ 6011 RCP I @ 7211 WELD D STEEL
W/ 72" RCP III EXTENSIONS (BURIED I')
GP = 199.84
SKEW = 90°
200 _ _
EXISTING 6 " RCP (X3) r \ SPECIAL COLLAR
/ 1
SPECIAL COLLAR / \ TB RT
190 -TB LT
% GROUNDG \ PROPOSED BED
NWS EL = 17 .8'
DATE OF SURVEY
NWS EL 17 5 �� ----- --- j 4/22/2015
/80 DATE OF SU VEY --- ---------��
4/22/2015 ---
------- _ --- EXISTING STREAM BED
FIXED INLET INV = 178. 9'
77�C
/70 SLOPES VARY CPINI1172
EL V OF BEGIN 7211 FI ED OUTLET INV = 175.99
BURY IN ERT I' SLOP = .1.07% SLOPES VARY
AO ND 1OU STET
II
I I
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0
w�

WETLAND AND SURACE WATER IMPACTS SUMMARY
IMPACTS SURFACE WATER IMPACTS
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 Stream
No. (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 -1-1-96+44/96+82 LT EXTENSION OF 2@48"RCP <0.01 <0.01 8 43
EXTENSION OF 1@60",1@66"RCP&1@72"
2 -L-81+47/84+92 RT&LT TRENCHLESS WELDED STEEL 0.10 0.10 0.03 0.03 201 31
EXTENSION OF 4@10'X12'RCBC&2@60"
3 -L-137+03/138+25 RT&LT TRENCHLESS WELDED STEEL 0.03 0.01 33
EXTENSION OF 4@10'X12'RCBC&2@60"
BANK STABLIIZATION TRENCHLESS WELDED STEEL 176 21
SLIPLINE EX.2@84"CMP W/72"LINER&
4 -L-143+03/144+02 RT&LT 1 @72"TRENCHLESS WELDED STEEL 0.07 <0.01 216 20
EXTENSION OF 3@60"RCP&1@72"
5 -L-143+03/144+02 RT&LT TRENCHLESS WELDED STEEL 0.09 <0.01 206 27
TOTALS*: 0.10 0.10 0.23 0.06 840 142 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/3/17
CUMBERLAND COUNTY
U-4405
39049.1.1
Revised 2016 09 09 SHEET 18 OF 18

m T.I.➢.N®. SHEET NO.STATE
OF NORTH CRO INA
r 1q DIVISION OF HIGHWAYS U-4405 UE-1
o �SR �
4 C NTO ROA
LIFF LE RDA q b
'^ NEU PERMIT PLANS
tam O ENDA��QOP�
PROJECT CUMBERLAND COUNTY
FORD R AD
; 0aos
N ' D '°5 LOCATION- US 401 FROM WEST OF HAMPTON OAKS DRIVE TO
BEGIN
PROJECT cn EAST OF FAIRWAY DRIVE IN FAYETTEVILLE
• • V Z Z lC. J} = I Z
c n m �1 � ,� g TYPE OF WORK: RELOCATION OF WATER, SEWER, TELEPHOEK I�IE, US4-Y13- SS
V u 7 1 a (SKIBO RD) GREENLEAF DR.
CABLE, GAS, POWER 12 13
i UNNAMED POMPTON DR. O
/ 0) _Yg_ 1 TRIBUTARY
LITTLE DR. '-L-SR 3569(RAEFORD RD�. � J
VICINITY MAP 1� �, CINDY DR 1,5 co
REVERE ST. WILDWOOD DR. DUKE ST. I,,
OAK
Lli
FOREST DR. � / -Y10-J - 0
-L1- STA 115+65.00 = -Y5- BINGHAM DR. W
STRICKLAND
-L- STA 15+65.00 BRIDGE RD. Q g NC 162 J
2$ (J ,__ (BUNCE RD.)
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71 ST SCHOOL RD.
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CHI LTON DR. HAMPTON o Z
+ -Y51- OAKS DR. Y4 V � END TIP PROJECT U-4405
KATONAH DR. GRAHAM RD. N Z z -L- STA 324+00.00
n (j7 eb'
00 -Y50- WILLBOROUGH AVE. �V
- RAEFORD RD. RDl FESTIVAL DR.-Y2_
pptD TWIN ACRES DR. EMELINE AVE.
F CAMBRIDGE ST. -Y36-
/ µP -RPB- BEGIN BRIDGE ----_-
� 356g( RAVENHILL DR.
-RPB-STA 26+35.80 STARHILL
m
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C
4✓ -Y40-
_ EXECUTIVE PL.
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L I� -RPB-STA 27+20.21
O W FAIRWAY DR.
SANDALWOOD DR. 21 3569(RAEFORD RD.) �1
Z OaG� m ((`1$ MONTCLAIRE RD. a 20 FERNCREEK DR. ______ 1l ROBESON ST.
0 4 7 BRIGHTON RD. I /� Y43
MARLBOROUGH R
N lI, 16 KARR DR.
W I -Y30- FORSYTHE ST.
Y39-
I OWEN DR.
o ( _L-SR 3569(RAEFORD RD.) �� I �,26 PURDUE DR.
O - FAISON AVE. O
— ^ UNNAMED ABERDEEN&ROCKFISH RAILROAD
TRIBUTARY N In-Y25- _AA_ CAPE FEAR RAILROAD
A Z
2 I -Y23- SR 1219 ALL AMERICAN A
-Y2 SR- 1378 (IRELAND DR.) EXPRESSWAY
> -Y18- SR 3083
BEGIN TIP PROJECT U-4405 -Y16- SR 1116 (S KENLEIGH DR.) (SCOTLAND DR.)
-L1- STA 95+00.00 ( URANT DR.) (EUCALYPTUS RD.)
o �
z �
0
0 PR1ELIMINARY PLANS
a_ W NOT USE FOR CONSTRUCTION
L
E
a_ GRAPHIC SCALES INDEX OF SHEETS UTILITY OWNERS WITH CONFLICTS DIVISION OF HIGHWAYS
w 50 25 0 50 100 UTILITIES UNIT
z SHEET NO.: DESCRIPTION: 1555 MAIL SERVICES CENTER
PLANS (A) WATER -PWC WATER AND SEWER RALEIGH NC 27699I555
PHONE[phone]
UE-1 NEU PERMIT TITLE SHEET (B)SEWER -PWC WATER AND SEWER y�F� SQoe FAX [phone]
a) 50 25 0 50 100 (C)POWER -PWC POWER OF I N
UE-2 UE PLAN SHEET (D) TELEPHONE - CENTURYLINK
PROFILE (HORIZONTAL) (E)CABLE - SPECTRUM BO HEMPHILL,P.E. UTILITIES REGIONAL ENGINEER
—/a (F)POWER —PWC POWER
�z 10 5 0 10 20
o O� (G)GAS -PIEDMONT NATURAL GAS KELVIN MARTIN UTILITIES ENGINEER
N}w (H) WATER -A QUA INC. KYLE PLEASANT UTILITIES AREA COORDINATOR
PROFILE (VERTICAL)
W-1� LARRY JAMES JR. UTILITIES COORDINATOR
May+

PROJECT REFERENCE NO. SHEET NO.
U-4405 UE-2
DENOTES
WEEXCAVATION N66°4D'23"E UTILITIES BY OTHERS
N 65°22'29'E
DENOTES FILL IN 225.60' 267.66' NOTE
F WETLAND SITE 1 SITE 1
ALL UTILITY WORK SHOWN ON THIS
DENOTCLEARING MICHANIZED MECHANIZED CLEARING IN WETLANDS = < 0.01 ACRES SHEET WILL BE DONE BY OTHERS.
DENOTES TEMPORARY HAND CLEARING IN WETLANDS= 0.02 ACRES NO PAYMENT WILL BE MADE TO THE
® IMPACTS IN SURFACE WATER CONTRACTOR FOR UTILITY WORK
FILL
WETLAND
-- \ SHOWN ON THIS SHEET.
FILL IN WETLAND
\ \ - ll� TL _ ` -
- UE-2 CORRESPONDS TO RDY 9
RAEFORD CORPORATE PARK
PROPERTY OWNERS ASSOC.INC. R *2.17' \ —�2g^E
DB 9374 PG '� y .�\ 31469'
PB 132 PG 8
BUSINESS TRUST 111 11 °a \ I IcU
'.TAIN SYSTEM
DB 9449 PWAL-MART REALESTATE
PB PG76 RETAIN 24=P
55 RpP _J
RETAIN SYST
1
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le
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SY51'� I Y \ I RIFA� z J `a 'F7o\_ \ \ O/
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FRAN TES H EE LIOT, �y 25F Bus m �\ o \ has DB 89 PC Y2p2
\ ABAND \ �\ DB B043 PG ill
�mr �m 7` oo� Pr Io'vm / /4i TOP=198.16 — / DD8750 319 w0 s _ Ili - `�, Alj I'7Ps2ss'w� // SITE 4
a o ^ GR EXCAVATION IN WETLANDS = < 0.01 ACRESB
FILL IN WETLANDS = 0.01 ACRES
m ; o o° o Q� o / / N 6519'40^E 100.00'� o zy STEPHEN M. NTER
03� �o o PS' D / / 75.00' S 65°I9'40'WI ,w yew $, WIFE
o o SC may �/ /5 �x3'SPLITxRAIL x x— 84 87 SITE 3 I �� DPR 89 PE 1224
o �a ( —%-t-------- ` N EXCAVATION IN WETLANDS = < 0.01 ACRES
115
e PROPERTIE�A COAST
Y- s�
FRANCES H ELLIOT,
TRUSTEE DB 5539 PG T83 TEMPORARY FILL IN WETLANDS = 0.42 ACRES
/ DB 7732 PG 470 I I
zk 0� DB 2495 PG 254 _ JD b H E LIOTSITE—4 _^•
794
SITE 3 /6 1 w
m / _ ✓ I!i � � � I I I
+z O c2Ui m N 65'19'13'E
X Vi Z
6'WD PRIV
b \ 6YB- _ w
BS X /
UCIS
Z 4J� ' \\ TING R/W
N�
f1

P FIEUMIRK
PROJECT REFERENCE NO. SHEET NO.
U-4405 UE-5
Lo
DENRY
MAOCTSS INE SURFACEWATER
UTILITIES BY OTHERS
NCSITE 5 NOTE:
Bsr TEMPORARY IMPACTS ALL UTILITY WORK SHOWN ON THIS
IN SURFACE WATER = <.01 ACRES; SHEET WILL BE DONE BY OTHERS.
---- = 7.3 LF NO PAYMENT WILL BE MADE TO THE
t \ CONTRACTOR FOR UTILITY WORK
l 6 {� SHOWN ON IHIS SHEET.
�z
ISBKD X'
O i z
o SITE 5
X ABANDI 146 FT. OF c�v
x 16" GRAVITY SEWER LINE11 N N
t i
LF TEMPORARY
CREEKIMPACT
CREEK IMPACT
ISBKD WITHIN SURFACE WATERS a.
JOHN M TEW
& WIFE SHIRLEY
DB 2542 PI; 343 i I �I
PB 23 P3 I � I
_ N 84.54'14'E
349.98' J eE as 1 /l
l I ISBK BUS 1 �\
WD DECK X F� aLe 24• n
AFEBE I "n -_ .\/ ISBK BUS o LT El LT m�`9 LT
W PU a I m II
336'4oPG 86 I WD s DUE
4 C �x 4'cR __ zD� " 2� f,a_ BST 98 c L II S W•8Gp HW NCR FAYETTEVILLE,LLC
,seOwI ra �
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DB 6243 PG 563 •ca4 8'CONC RAMP �� y
E
CONC RAMP E
IS'RCP N r=
'
N
c B
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UE—�n���npP� XT RCp a�° 0 9 c�u� c 1 PUE / 7 +00 %150 73+00 73+50 74+00 74 75+00 76+ 76+5 +0 5% _ s,� ¢ 7
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m 3' -�^ s E I / iDON pB 4261 PG 210 I �—�-CO R d. 24'C&G
B 86 110 LT q'CHL
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o E I �, DB 42GI PG 210 ISBK Bus
s`WD S x s 'OFFSET 84.77 (RT) „II I PB 86 PG 110 I III I 1p j III
III I BST Ic III A 601
,05 I I II I 99LK BU5 III I I mI CB
III
ABANDON 147 FT. OF sa�\6`yo 3 FT. OF GRAVITY
is Rs I I cRR4sEIII III
16" GRAVITY SEWER LINE SE ER TO INSTALLED
B TWEEN MANHOLES RETAIN srsrEM es
-o IRELAND CROSSING INC
m' DB 4262 PG 311 ------' Bo DRIVE THRU
a PB 73 PG 61 v� -MENU
w12
48 LF OF TEMPORARY S 86°46'18'W S 86.46'18'W
N CREEK IMPACT WITHIN
SURFACE WATERS IIL83' 25.50' 79.78' 19. _� II S 86°46'IB'W LT
y
BST II I I � jL� II_
SITE
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TLT
SITE 6 ICI 1� I III 1 I� II
o=
/ IIIIII I IIIII I II I I I I II
II I Y27 75TEMPORARY IMPACTS
IN SURFACE WATER .02 ACRES; EST
= 22 LF a I IIRELAND CROSSING7 INC
DS 4262 PG 3I
P 73 esrPG 61 III IIIIIIIII
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i

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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 Stream
No. (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)
U1 80+33 to 81+36-L- Water/Power Line <0.01 0.02
U2 82+54 to 82+88-L- Water Line <0.01
U3 83+24 to 83+63-L- Sewer Line 0.02 <0.01
U4 85+57 to 85+74-L- Water Line 0.01 <0.01
U5 221.52 to 222+01 Sewer Line <0.01 45
U6 221+59 to 222+28 Sewer Line 0.02 48
TOTALS*: 0.01 0.02 <0.01 < 0.01 0.02 0.03 0 93 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/24/17
CUMBERLAND
U-4405
39049.1.1
Revised September 2014 ISHEET 1 OF 2

Permit
Modification
Feb 16 , 2018

%.•emu
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER TAMES H.TROGDON,III
GOVERNOR SECRETARY
February 16,2018
US Army Corps of Engineers
Regulatory Field Office
69 Darlington Ave.
Wilmington,NC 28403
Attention: Liz Hair
NCDOT Coordinator
Subject: Modification request for Section 404 Nationwide Permits 12 and 14 and Section 401 Water
Quality Certification for the construction of the US 401 improvements in Fayetteville,
Cumberland County TIP No. U-4405. Debit$570 from WBS 39049.1.1.
Reference: Section 404 USACE Action ID. SAW-2011-01806, issued December 1, 2017
Section 401 NCDWR Project No. 20171365, issued November 15,2017
Dear Ms. Hair:
As you are aware, the North Carolina Department of Transportation (NCDOT) proposes to improve US
401 in Fayetteville from Old Raeford Road to Robeson Street. It has come to our attention that the permit
application did not include all of the impacts due to erosion and sedimentation control measures. Although
wetland impacts remain the same, there are additional impacts to surface waters, especially temporary
channel impacts. Please replace previously provided permit drawings with those included with this request.
These changes are summarized as follows:
Site 2: An additional 10 feet of temporary stream impacts have been added at the downstream end. The
temporary channel impacts and surface water impacts have increased in the summary sheet by 10 feet and
0.01 acre.
Site 3: Due to bank stabilization, temporary stream impacts were added on both streambanks up and
downstream of the culvert. This increased channel impacts by 150 feet and 0.02 ac.
Site 4: The temporary impacts were lengthened slightly on the upstream and downstream end; the
resulting total was still just under 0.01ac.
Site 5: The temporary stream impacts were extended on the upstream end(previously stopped just inside
the DUE, now extends between the DUE and TDE) and shortened on the downstream end (previously
extended to area between DUE and TDE,now stops inside of DUE area). Temporary surface water impacts
increased to 0.02 ac.
Mailing Address: Telephone:[phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax:[phone] 1020 BIRCH RIDGE DRIVE
ENVIRONMENT ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610
1598 MAIL SERVICE CENTER Website:wWw.ncdot.gov
RALEIGH NC 27699-1598

Regulatory Approvals
Section 404: Modification is hereby requested to USACE Nationwide 404 Permit 12 and 14 as required
for the above-described activities.
Section 401: We are requesting a modification also to the Section 401 Water Quality Certification from
NCDWR. Authorization to debit the$570 Permit Application Fee from WBS Element 39049.1.1 is hereby
given.
A copy of this permit modification request and its distribution list will be posted on the NCDOT website
at: https://connect.ncdot.gov/resources/Environmental
Thank you for your assistance with this project. If you have any questions or need additional information,
please contact Gordon Cashin at or(919)707-6107.
Sincerely,
'ppf Philip S.Harris,111,P.E.C.P.M.,Unit Head
Environmental Analysis Unit
cc: NCDOT Permit Application Standard Distribution List

PROJECT REFERENCE NO. SHEET NO.
6
-L- U-4405 9
PIS Star 81+21.39 PI Star 84+7/.94 PIS Star 88+2195 RW SHEET NO.
6s = 0'27'n.0' A = 545542(RT) es = 0.27'n.0' ROADWAY DESIGN HYDRAULICS
— Ls = 100.00' D = 0'54'34.0" Ls = 100.00' ENGINEER ENGINEER
DETAIL 2 DETAIL 4 LT = 66.67' L = 633.90' LT = 66.67'
-Y5- STANDARD BASE DITCH TOE PROTECTION ST = 3333' T = 3n22 y ST = 3333' INCOMPLE E PLANS
INot ro Swlel (Nor to Swlel R = 6,300.00
P/Star /5+94.46 Natural N Ground on SE = 0.025 ^ W NOT USR FOR 6W ACQUISITION
A = 34'IV44.0'(RT) " d z j D T N.f I
D = /0.44'58.8" Gro°nd b
B Min.D= 2.0 F` N
Geotenile Ft.
L = 3n95' B= 3. 6.0F, d PERMIT DRAWING
d= 2.0 Fr. \
T = /63.86' `When B is< 6.0' B= 3.0 Ft. 6= 3.0 Fr. Georexrile
R = 533.00' Type of Liner= CLASS I RIP RAP Ty"of Liner= CLASS B RIP RAP SHEET 5 O F 8 co
FROM STA.77+03 TO STA.77+90-L-RT FROM STA.83+50 TO STA.84+50-L-LT
-Y5- PT Star.n+48.55 FROM STA.78+76 TO STA.78+95-L-LT CLASS II RIP RAP
�'614�_- EST 12 TONS REVISED: 2/6/2018 2
8'S Y y'_ EST 50 sY
S Sta.81+5472 GEOTEXTILE
RAEFORD CORPORATE_,PARK '* * ''L I
PROPERTY OWNERS ASSOC.INC. \ CLASS II RIP RAP
DB 9374 PG �51 .� '� EST 95 TONS
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BEG SEE DETAIL BEGIN_CONSTRUCTION EST IYDE=20 CY�ir \
WAL-MART REALESTATE� a• SLOPE=o.6!i9,� AIN SYSTE
ESI30 TONS �E 1� ` _ IL�T I C
BUSINESS TRUST o EST 45 Y GEOTEXTIBE �E J
DB 9449 PG 76 € �'• z4'Rc 1
PB 134 PG 55 11 �m RETAIN ,� yc .71T� N 1
RETAIN SYSTE 11 TpE SEE ENLA 6EMENT;T iIS'�S�1EE`T .� * '� .>E �' P� a1Pa�
EXIST \ y' \ ✓' TOE PROTECTION
SEE DETAIL 4 \ 2SFD
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EXsr� '�Cq rFEs _�'x. 'b �PDE a SEE SPECIAL DETAIL TCF 127 PG 18
DO NOT DISTURB SIGN •N "' \ QL B RIP RAP* m -IF \ �'� ET
AIN
4I TDE \� EST 2,yTONS 8 * * ys I .d' I I v-1 WD STAIRS
RICHARD WpI�LIDER
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J—�j PUE
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h� EST DDE-150 CY RM LCM S * - p-- P -�-1-P49E PUE
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EST 165 TONS
MTL CAN C .■L EST 350 SY GEOTEXTILE 3'CONC SW
M ELL l Y (I'CB —� JS f ,tE SITE , 89 /
I r" R1�TA � �\ � / �•5'CHL RW
a' cn E 83 I� \ DUE / p1JI�JTI
cP- 3p� ABAND CLAS§11--*RAP'* CR CS R D V LOPMENT nI S
1 / ti 25F BUS EkT 1Y0 TONS �Dd B
_ c, FRgAN 2FLLY�I&LIOT, \ \ B 10 4
I��� P( S� DDB7 0 Yli 47 WD 5 4 lm ?G� y, EAST 105 GEgTEXTIif / CONC
HEET \ * ExcnvanoN = INLET DETAIL sMr
E ST $ x _� sR I 125 CY +/- NTS (STA 82+50 -L-) I O
rn
1@72"STEEL
3 00 �... — y 1@60"RCP 1@66"RCP W/RCP ENDS STEPH N M NTEI
Y EXCAVATION 176.75' EXCAVATION I DB 4E42 P 04
m + �� BURRIED ICA & WIC 55
\ I PB 3389 PG 122
r gHq L S 87 0
a ST
FR9N7 SppSTpp`�•c 4 Tr D805539 PSG 783 \\\\ 88 NG I
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EST 218 TONS DB %%9977 PG rr�y4 _
-L- TS Sta.80+54.72 EST 210 SY GEOTEXTILE DB 4 6 PG1348
CLASS II _
m 50' 0' 50' 100' I WIDTH=5'/WIDTH=6' WIDTH=7' TI 2 RAP (TYP) I,C .W
N SCALE m / I'BENCH HEIGHT I'BENCH HEIGHT X
rn zoo' o' zoo' 400' -YS- / ABOVE BED ABOVE BED 1
E * * i
Pl Sta 22+82J2 1 EXCAVATION OUTLET DETAIL x
INSET SCALE * NTS (STA 82+50 -L-) 1
= 25/8 /3 3"(RT) — \ 1@60"RCP 1@72"STEEL
DENOTES MECHANIZED D = /0'44'58.8" \ 1@66"RCP
0 +++++"• CLEARING W/RCP ENDS
C L = 235.39 \ \ 76.0 BURRIED 1.0'
T = 119.65' \ EXCAVATION
C DE WETLANDTES L IN R = 533.00'
0 —.
DENOTES TEMPORARY SE = 0.02 ?j
w ® IMPACTS IN SURFACE WATER ► NG
~ DENOTES IMPACTS IN 1
® SURFACE WATER EXCAVATION = '/ CLASS II
135 CY +/- RIP RAP (TYP
\ ECHHETDTH=6 CHHEGT-2
I'BENCH 1'BENCH
0 PROPOSED SIGNAL
ABOVE BED ABOVE BED
a° PROP CONC SIDEWALK SITE 2 INLET NOTE:SEE SHEET 35 FOR -L- PROFILE
*`A DESIGN EXCEPTION FOR LANE WIDTH IS \
p0'= REQUIRED FOR -I-STA.38+95.00TO -L-319+95.00 SEE SHEET 46 FOR -YS- PROFILE

�' ---- PROJECT REFERENCE NO. SHEET NO.
6
-L- U-4405 9
" Pls Star 81+21.39 Pl Sto 84+7194 PIS Star 88+2195 WIN SHEET NO.
es = 0'27'17.0r A = 5 45'54.2"(RT) es = C7 27'17.2" ROADWAY DESIGN HYDRAULICS
------------- Ls = 100.00' D = 0'54'34.0" Ls = 100DO' ENGINEER ENGINEER
DETAIL 2 DETAIL 4 LT = 66.67' L = 63390' LT = 66.67'
-Y5- STANDARD BASE DITCH TOE PROTECTION ST = 3333' T = 3/722 y ST = 3333' INCOMPLE E PLANS
I Notto'.Ie) (Not to Swle) R = 6,300.0c
P/Sto /5+94.46 Natural Natural W NOT USE FOR 6W ACQUISITION
Ground z 1.� Ground F"n°` SE = 0.025
= 34'/9 44.0r(RT) d D N.f I e . qae' O A
D = l0 44'58 8" ti. N�
Geotenlla B Min.D= 2.0 Ft. d /
L = 31795' Man.d= 6.0 Ff, d= 2.0 Ff.
. T = 163.86' .ft-B i, B= 3.0 H. 3.0 Ft. Gem H. -"� PERMIT D RAW I N G
R = 533.00' Type of Liner= CLASS I RIP RAP Ty"of Liner= CLASS B RIP RAP SHEET 6 O F 18
FROM STA.77+03 TO STA.77+90-L-RT FROM STA.83+50 TO STA.84+50-L-LT Q
-Y5- PT 0 17+48.55 F/ROM STA.78+76 TO STA.78+95-L-LT
/ \ - -- -��\\ \ \ES 85ITONSpAP ' REVISED: 2/6/2018 2�
85 SY0* 472 D uE _
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\ DB 9374 P yl .lE '� E57 90 S Ns
132
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0' PROJECT REFERENCE NO. SHEET NO.
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w Pls Sta 139+95.56 P1 Sta 144+71A1 RM/ SHEET NO.
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1-- I SCALE
w
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w •II I I ® DENOTES
ACE WATERTS IN
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ISBK APT 1
I I ISBK APT L 1
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NOTE: SEE SHEET 37 FOR -L- PROFILE
o= *'A DESIGN EXCEPTION FOR LANE WIDTH^IS `�1L SEE SHEET 47 FOR -Y12- PROFILE
'
REQUIRED FOR -I-STA.38+95.00 TO -L-3I9+95.00

PROJECT REFERENCE NO. SHEET NO.
—L— U-4405 /3
w P/s Sto /39+95.56 Pl Sta l44 /Al RN✓ SHEET NO.
es = r 43'07.9" A _ /9/8 8.8'(RT) ROADWAY DESIGN HYDRAULICS
_ 150.W D = Z n' oe ENGINEER ENGINEER
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2@60"STEEL NTS (STA 137+99 -L-) INCOMPLE E PLANS
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PIPES - \Z SE = 0.03 I
NG ss � M
00
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0 -18' WALL 0 -30' Q
CLASS II ., SHEET 10 OF 18
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BANN 44 0 5
—L— TS Sta.138+9556 B 9 6 12'
CLA S II RIP RAP �ngR44 W1F'EST y
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o sr I AP D = 16 5/'06J' f
L = 95.85' m
a) / I �\ T = 4825' so' o' so' 10o'
SR 3 NAR OR py I R = 340.W I
0
i
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LL 1
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c 1 1
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N� PROP CONC SIDEWA K 1
o= *'A DESIGN EXCEPTION E T `.AID O E: EE SHEET 37 FOR -L- PROFILE
Lr
E SHEET 47 FOR -Y12- PROFILE
REQUIRED FOR -I-STA. 8+95.00TO 5.00

& P1
UBW25E7 19 B - Ip '-d 11 OLAND B LITTLE ,n -L PROJECT REFERENCE NO. SHEET NO.
IRS19 P 1= J DB 3816 PG 595 / P1 Sta 144+71.01 PIS Sto 149+38.40 Pls Sto 153+04.56 P1 Sto 155+10J7 U-4405
c0 ETAIN /4
II w 11 / _ /9/8'58 8'(RT) 9s = P 43'07.9' 6s = P 14'50.5" A = 5'AY 21.2"(LT) RM/ SHEET NO.
IIIlu I 14,sOIL D = 2'/7'30e Ls = 150.00' Ls = 15OLLY D = /'39'47.4' ROADWAY DESIGN HYDRAULICS
RETAI I 1 II L = 842.83' LT = 100.00' LT = 100.00' L = 311.01' ENGINEER ENGINEER
I 15 T = 425.45' ST = 50.00' ST = 50.00' T = 155.61' y
III IIIII II i QD 3s R =-2500.00 SE =30.0�� 10
I II I y r SE - 0.03 INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISCCION
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144 I III x EXI57 �/ =� 153
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SHEET 12 OF 18
TIE I57 I I I - �B 4094 PG 367
STING -n RETAIN
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\ DO NOT DISTURB ZSIGA
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NNpp 555 E AIIN �' EST 95 TONS p a3 Is 2G 595
ggi"1 6 4 , 1g CP-Iv F Q�� T 90 SY soDv8RAv6E2L PGG 636 +
m B 9 _ \ EOTEXTILE DAVID A R AVES -L� - - a- `\ \
- \ PUE & wl -L- SC Sta.153+54-56
cA \` POS$IPi pI DB 6097 G II6 DO NOT DISTURB FENCE LEWIS C L I UNARY 8'BR ) fl
w u�l i 1r1 - 1 E + DB H�`A�1 Sq�6
Z IY UN"� w '1� 1 �J / I DB b23$PG 676 ISBK LEBAPTISTPCHURCH IONARY O C 7 t DB IBB I 8' RK WALL I°' I EWIS CHAPEL MISSIONAR -L- TS Sta./52+04.56
ADJUST Ci R AI F CEM ERY DB 5145 PG 626 !I 162
oe 1 '1 ISBK BUS ,MTL POS 159 2616 PG 779ETAIN SYSTEM
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ISM Bus +� 3, I C 1'" SM Bus ' TIE esr TO 160 DBM54150PGR626 163
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g 80 5 II 2SBK BUS I LT I II E, M1•�\ In tom, I 3 CAI.SI E I Q
N EEse�e cCEss \\ �_ 1 �yesr Vl �` 499 I 6 covc I LANE TAPER I
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a T FT IN �1 I -Y/4- POT Sta.11489BI oL7 Pd
= CLASS II RIP RAP DB 45p 7 PG 3b9 W I 15$ IIp O ISMTL BUS �S
EST 175 TONS PB 92 PG 24 I �T�� x 1 5 WD\S_
m EST 170 SY GEOTEXTILE CLASS II RIP RAP -BYI9-
Tl EST 140 TONS I D-J's Lp SING CORP--- �y 1
EST 135 SY GEOTEXTILE 70 PG I I I 164 c HEAVE D DOBBS 'W \
143 - 3- Sta.20+//g rnwl O J 0 DB OX 0 IN 881 166
L I WILW 5 94 HERMAS JR PB PG 80 RAY JOHNSON
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o DB 4448 PG 342 I 167
L '
u 50' 0' 50, 100, —
c 1@72"STEEL W 0 x�
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E SCALE NTS (STA 143+37 -L-) NTS IS TA
143+37 -L-) BURRIED 1.0'
C 100' 0' 100' 200' 1 72"STEEL W/RCP ENDS I
@ NG @ EXCAVATION
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w EXTENSIONS 2:1
® DENOTES TEMPORARY 2:1
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N SURFACE WATER
® DENOTES IMPACTS IN
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NAL PROPOSED SIG \ �1 CLASS II l CLASS II
•� RIP RAP RIP RAP
T=2' NOTE: SEE SHEET 37 & 38 FOR —L— PROFILE
N� PROP CONC SIDEWALK VARIES 9'-z6' CHANNEL SEE SHEET 47 FOR —Y13— PROFILE
o EXCAVATION EXCAVATION VARIES 3'-23' CHANNEL �\
o= **A DESIGN EXCEPTION FOR LANE WIDTH IS =257 CY 1.5'BENCH HEIGHT WIDTH =8' =342 CY 15'BENCH HEIGHT WIDTH =8' SEE SHEET 48 FOR —Y14— PROFILE
REQUIRED FOR L-STA.38+95.00 TO -L-319+95.00 ABOVE BED 138.5' .
ABOVE BED 137.2' isnN

PROJECT REFERENCE NO. SHEET NO.
I Y OLAND B LITTLE m ,�.
C 1 P I I� DB 3816 PG 595 / Pl Sta 144+71.01 Pls Sto 149+38.40 Pls Sto 153+04.56 Pl Sto 155+10J7 U-4405 14
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14 SOIL // D = 2'/7'30e Ls = 150.00' Ls = 150.00' D = /'39'47.4' _/ _ - ROADWAY DESIGN HYDRAULICS
RET I I Ir - _ _ - ___ _ _ ENGINEER ENGINEER
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,i;� ABOVE BED 137.2' Isnx

-L- PROJECT REFERENCE NO. SHEET NO.
—� P1 StO 220+6701 U-4405 20
c0 0 = /'04'319(LT) RW SHEET NO.
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w PB T3 PGG 61�I 1.5'BENCH HEIGHT -Y25— POT Sta.l +5/24
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o / ✓' RIP RAP
(TYP)W/GE EXTILE 72,T=1.5'
(TYP)
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of REQUIRED FOR -I-STA.38+95.00 TO -1-319+95.00

-L- PROJECT REFERENCE NO. SHEET NO.
P/Sta 220+67.31 U-4405 20
C0 0 = P 04'3/.9'(LT) RW SHEET NO.
D = 0 34'226" '- ROADWAY DESIGN HYDRAULICS
48'-ONC L = 187.7/' ENGINEER ENGINEER
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SITE 5 INLET l i REVISED: 2/6/2018
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a (TYPIW/GE EXTILE 72'T=1.5'
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o! REQUIRED FOR -L-STA.3 S.OD-TOE-L-319+95.00
u

WETLAND AND SURACE WATER IMPACTS SUMMARY
IMPACTS
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 Stream
No. (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 -L1-96+44/96+82 LT EXTENSION OF 2@48"RCP <0.01 <0.01 8 43
EXTENSION OF 1@60",1@66"RCP&1@72"
2 -L-81+47/84+92 RT&LT TRENCHLESS WELDED STEEL 0.10 0.10 0.03 0.04 201 41
EXTENSION OF 4@10'X12'RCBC&2@60"
3 -L-137+03/138+25 RT&LT TRENCHLESS WELDED STEEL 0.03 0.03 33 42
EXTENSION OF 4@10'X12'RCBC&2@60"
BANK STABUIZATION TRENCHLESS WELDED STEEL 176 171
SLIPLINE EX.2@84"CMP W/72"LINER&
4 -L-143+03/144+02 RT&LT 1 @72"TRENCHLESS WELDED STEEL 0.07 <0.01 216 51
EXTENSION OF 3@60"RCP&1@72"
5 -L-143+03/144+02 RT&LT TRENCHLESS WELDED STEEL 0.09 0.02 206 27
TOTALS': 0.10 0.10 0.22 0.11 840 375 0
'Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
REVISED 2/6/2018
CUMBERLAND COUNTY
U-4405
39049.1.1
R.A. 2018 02 06 SHEET 18 OF 18

Permit
Modification
March 22 , 2018

PROJECT COMMITMENTS
T.I.P Project No. U-4405
US 401 (Raeford Road) from Old Raeford Road
To East of Fairway Drive in Fayetteville
Cumberland County
Federal Aid Project No. STPDA-0401(230)
WBS Element 39049.1.1
COMMITMENTS FROM PROJECT DEVELOPMENT AND DESIGN
Local Programs Management Unit
At the request of the City of Fayetteville,NCDOT will enter into a municipal agreement with the
city to fund construction of five-foot sidewalks on both sides of the US 401 (Raeford Road)
Road corridor. Under this municipal cost share agreement, the City of Fayetteville will be
responsible for fifty percent of the additional cost and will be responsible for maintenance of the
pedestrian facilities upon completion of the project.
Environmental Analysis Unit, Traffic Noise and Air Quality Group
One noise barrier at the All American Expressway proposed off-ramp meets preliminary feasible
and reasonable criteria found in the NCDOT Traffic Noise Abatement Policy. A more detailed
analysis of this potential noise wall will be completed during project final design.
Environmental Analysis Unit, Historic Architecture Group
NCDOT has shifted the alignment away from the Lindy's (Former A&W) historic property, and
only one driveway will be provided to the property from US 401 (Raeford Road). The property
sign will be moved towards the side street.
Roadway Design/Rh!ht of Way/Division 6 Construction
NCDOT has shifted the alignment away from Lafayette Lanes Bowling Alley property. New
sidewalk will be outside the historic boundary. A small permanent utility easement(PUE) for an
anchoring guywire allowed; temporary construction easement will be acceptable. Removal of
parking or impact to the structure is not allowed.
COMMITMENTS FROM PERMITTING
Division 6 Construction/Utilities Unit/Roadside Environmental Unit
For the open cut trenching of the utility lines, the mixing of topsoil and the subsoils within the
wetlands shall be minimized to the greatest extent practical. During, excavation, the soils shall be
placed on fabric to minimize impacts whenever possible. Topsoil excavated from utility trenches
in wetlands will be piled separately from the subsoils and will be backfilled into the trench only
after the subsoils have been placed in the trench and compacted.
U-4405 Permit Greensheet
December 2017
Page 1 of 2

Division 6 Construction/Utilities Unit/Roadside Environmental Unit
Sediment and Erosion Control 15A NCAC 02H .0506 (b)(3) and(c)(3)
Turbidity curtains shall be used to isolate all work areas from the stream at Beaver Creek,
including pile or casement installation, placement of riprap, excavation or filling. Strict
adherence to the Construction and Maintenance Best Management Practices will be required.
U-4405 Permit Greensheet
December 2017
Page 2 of 2

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2011-01806 County: Cumberland County U.S.G.S.Quad: Fayetteville
GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: Mr.Phillip S.Harris,III,PE,CPM
NC DOT-PDEA
Address: 1598 Mail Service Center
Raleigh,NC 27699
Size(acres) N/A Nearest Town Fayetteville
Nearest Waterway Beaver Creek River Basin Cane Fear
USGS HUC 03030004 Coordinates Latitude:35.0413189656353
Longitude: -78.9624331673919
Location description: The project site is located along US 401 from SR 1409(71st School Road)to US 401 Business(Robeson
Street),in Fayetteville,Cumberland County,North Carolina.
Description of projects area and activity: This verification authorizes impacts to waters of the U.S.in association with an NC
DOT road improvement project along an approximate 6-mile section of US 401 from SR 1409(71st School Road)to US 401
Business(Robeson Street).The existing facility is a seven lane roadway with a center turn lane.The proposed facility will be a
6 lane roadway with a raised median.Permanent impacts total 0.21 acre wetlands filled,840 linear feet of stream channel for
and 0.23 acre open waters filled for culvert extensions,bank stabilization and utility line relocations.
Applicable Law: ® Section 404(Clean Water Act,33 USC 1344)
❑ Sections 10(Rivers and Harbors Act,33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number:NWPs 14 and 12
SEE ATTACHED RGP or NWP GENERAL,REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated October 25, 2017. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order,a restoration order,a Class
I administrative penalty,and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended,revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced(i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA),
prior to beginning work you must contact the N.C.Division of Coastal Management in Wilmington,NC,at(910)796-7215.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program,please contact Sarah Hair at(910)22,5511--4049 or Sarah.E.Hair(a usace.armv.mil.
Corps Regulatory Official: 1 'C Date: December 1,2017
Expiration Date of Verification: Ma" 18,2022

Determination of Jurisdiction:
A. ❑ There are waters,including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act(CWA)(33 USC § 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403).This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process(Reference 33 CFR Part
331). However,you may request an approved JD,which is an appealable action,by contacting the Corps district for further
instruction. Please note,if work is authorized by either a general or nationwide permit,and you wish to request an appeal of an
approved JD,the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403)and Section 404 of the Clean Water Act(CWA)(33 USC §
1344). Unless there is a change in the law or our published regulations,this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters,including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act(CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued August 9,2012. Action ID: SAW-2011-01806.
Basis For Determination: *see previously verified PJD dated August 12, 2012
Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants,or anticipate participation in USDA programs,you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service,prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and
C above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination,you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process(NAP)fact sheet and request for appeal(RFA)form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele,Review Officer
60 Forsyth Street SW,Room 10M15
Atlanta,Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete,that it meets the criteria for appeal
under 33 CFR part 331.5,and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form,it must be received at the above address by
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**

Corps Regulatory Official: r �
S ah Hair
Date of JD: August 9,2012
Expiration Date of JD: N/A
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so,please complete our Customer Satisfaction Survey,located online at
http://corl2smgpu.usace.army.mil/cm apex/Vp=136A:0.
Electronic copies furnished:
Ms.Joanne Steenhuis,NC DWR
Mr.Jim Rerko,NC DOT Division 6 DEO
Mr. Colin Mellor,NC DOT PDEA
Mr. Chris Rivenbark,NC DOT PDEA

SAW-2011-01806
SPECIAL CONDITIONS
1) In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit authorization.

Action ID Number: SAW-2011-01806 County: Cumberland County
Permittee: NC DOT/PDEA, Mr. Phillip S. Harris, III, P.E. CPM
Project Name: NCDOT/U-4405/US 401 and US 401 Business/Division 6
Date Verification Issued: December 1, 2017
Project Manager: Sarah Hair
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Sarah Hair
69 Darlington Avenue
Wilmington, North Carolina 28403
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

Rivenbark, Chris
From: Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Sent: Thursday, March 22, 2018 3:22 PM
To: Rivenbark, Chris; Cashin, Gordon E
Cc: Rerko, James J; Steenhuis, Joanne
Subject: [External] U-4405 additional temporary impacts
Attachments: U-4405 Modification Cumberland February 16 2018.pdf
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an
attachment to Report Spam.<mailto:[e-mail]>
Please reference the attached permit modification request dated February 16, 2018 for the following project:
Corps Action ID: SAW-2011-01806
County: Cumberland
Project TIP: U-4405
The applicant proposes additional temporary impacts associated with impacts sites 2, 3,4, and 5 as a result of
sediment/erosion control requirements.
Additional temporary impacts as proposed are hereby authorized.The original December 1, 2017 verification and all
conditions remain applicable for permanent impacts.
The plans dated February 2018 will be added to the administrative erecord. Please allow this email to serve as official
notification.
Thank you,
Liz Hair
Regulatory Project Manager
Wilmington District
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
[e-mail]
910-251-4049
1

NATIONWIDE PERMIT 12
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDERAL REGISTER
AUTHORIZED MARCH 19, 2017
Utility Line Activities. Activities required for the construction, maintenance, repair, and
removal of utility lines and associated facilities in waters of the United States, provided the activity
does not result in the loss of greater than 1/2-acre of waters of the United States for each single and
complete project.
Utility lines: This NWP authorizes the construction, maintenance, or repair of utility lines,
including outfall and intake structures, and the associated excavation, backfill, or bedding for the
utility lines, in all waters of the United States, provided there is no change in pre-construction
contours. A "utility line" is defined as any pipe or pipeline for the transportation of any gaseous,
liquid, liquescent, or slurry substance, for any purpose, and any cable, line, or wire for the
transmission for any purpose of electrical energy, telephone, and telegraph messages, and radio
and television communication. The term"utility line" does not include activities that drain a water
of the United States, such as drainage tile or french drains, but it does apply to pipes conveying
drainage from another area.
Material resulting from trench excavation may be temporarily sidecast into waters of the
United States for no more than three months, provided the material is not placed in such a manner
that it is dispersed by currents or other forces. The district engineer may extend the period of
temporary side casting for no more than a total of 180 days, where appropriate. In wetlands, the
top 6 to 12 inches of the trench should normally be backfilled with topsoil from the trench. The
trench cannot be constructed or backfilled in such a manner as to drain waters of the United States
(e.g., backfilling with extensive gravel layers, creating a french drain effect). Any exposed slopes
and stream banks must be stabilized immediately upon completion of the utility line crossing of
each waterbody.
Utility line substations: This NWP authorizes the construction, maintenance, or expansion
of substation facilities associated with a power line or utility line in non-tidal waters of the United
States, provided the activity, in combination with all other activities included in one single and
complete project, does not result in the loss of greater than 1/2-acre of waters of the United States.
This NWP does not authorize discharges into non-tidal wetlands adjacent to tidal waters of the
United States to construct, maintain, or expand substation facilities.
Foundations for overhead utility line towers, poles, and anchors: This NWP authorizes the
construction or maintenance of foundations for overhead utility line towers, poles, and anchors in
all waters of the United States, provided the foundations are the minimum size necessary and
separate footings for each tower leg (rather than a larger single pad) are used where feasible.
Access roads: This NWP authorizes the construction of access roads for the construction
and maintenance of utility lines, including overhead power lines and utility line substations, in
non-tidal waters of the United States, provided the activity, in combination with all other activities
included in one single and complete project, does not cause the loss of greater than 1/2-acre of
non-tidal waters of the United States. This NWP does not authorize discharges into non-tidal
wetlands adjacent to tidal waters for access roads. Access roads must be the minimum width
necessary (see Note 2, below). Access roads must be constructed so that the length of the road
minimizes any adverse effects on waters of the United States and must be as near as possible to
pre-construction contours and elevations (e.g., at grade corduroy roads or geotextile/gravel roads).

Access roads constructed above pre-construction contours and elevations in waters of the United
States must be properly bridged or culverted to maintain surface flows.
This NWP may authorize utility lines in or affecting navigable waters of the United States
even if there is no associated discharge of dredged or fill material (See 33 CFR Part 322).
Overhead utility lines constructed over section 10 waters and utility lines that are routed in or
under section 10 waters without a discharge of dredged or fill material require a section 10 permit.
This NWP also authorizes temporary structures, fills, and work necessary to conduct the
utility line activity. Appropriate measures must be taken to maintain normal downstream flows and
minimize flooding to the maximum extent practicable, when temporary structures, work, and
discharges, including cofferdams, are necessary for construction activities, access fills, or
dewatering of construction sites. Temporary fills must consist of materials, and be placed in a
manner, that will not be eroded by expected high flows. Temporary fills must be removed in their
entirety and the affected areas returned to pre-construction elevations. The areas affected by
temporary fills must be revegetated, as appropriate.
Notification: The permittee must submit a pre-construction notification to the district
engineer prior to commencing the activity if any of the following criteria are met: (1) the activity
involves mechanized land clearing in a forested wetland for the utility line right-of-way; (2) a
section 10 permit is required; (3) the utility line in waters of the United States, excluding overhead
lines, exceeds 500 feet; (4) the utility line is placed within a jurisdictional area (i.e., water of the
United States), and it runs parallel to or along a stream bed that is within that jurisdictional area;
(5) discharges that result in the loss of greater than 1/10-acre of waters of the United States; (6)
permanent access roads are constructed above grade in waters of the United States for a distance of
more than 500 feet; or(7) permanent access roads are constructed in waters of the United States
with impervious materials. (See general condition 31.) (Sections 10 and 404)
Note 1: Where the proposed utility line is constructed or installed in navigable waters of the
United States (i.e., section 10 waters) within the coastal United States, the Great Lakes, and United
States territories, copies of the pre-construction notification and NWP verification will be sent by
the Corps to the National Oceanic and Atmospheric Administration (NOAA),National Ocean
Service (NOS), for charting the utility line to protect navigation.
Note 2: Access roads used for both construction and maintenance may be authorized,
provided they meet the terms and conditions of this NWP. Access roads used solely for
construction of the utility line must be removed upon completion of the work, in accordance with
the requirements for temporary fills.
Note 3: Pipes or pipelines used to transport gaseous, liquid, liquescent, or slurry substances
over navigable waters of the United States are considered to be bridges, not utility lines, and may
require a permit from the U.S. Coast Guard pursuant to Section 9 of the Rivers and Harbors Act of
1899. However, any discharges of dredged or fill material into waters of the United States
associated with such pipelines will require a section 404 permit (see NWP 15).
Note 4: For overhead utility lines authorized by this NWP, a copy of the PCN and NWP
verification will be provided to the Department of Defense Siting Clearinghouse, which will
evaluate potential effects on military activities.

The following list of General Conditions has been adapted for work in North Carolina for NCDOT
projects. Information related to USACE notification requirements has been removed. Therefore,
numbering and lettering below may not be consecutive. Please refer to
http://saw-reg.usace.army.mil/NWP2017/2017NWP]2.pdffor the complete reference.
4.0 Additional Regional Conditions for Specific Nationwide Permits
4.1 NWP #12 - Utility Line Activities
4.1.1. Pipeline/utility line construction through jurisdictional waters and wetlands will be
accomplished utilizing directional drilling/boring methods to the maximum extent practicable.
4.1.2. Temporary discharge of excavated or fill material into wetlands and waters of the United
States will be for the absolute minimum period of time necessary to accomplish the work.
Temporary discharges will be fully contained with appropriate erosion control or containment
methods or otherwise such fills will consist of non-erodible materials.
4.1.3. The work area authorized by this permit, including temporary and/or permanent fills, will be
minimized to the greatest extent practicable. Justification for work corridors exceeding forty (40)
feet in width is required and will be based on pipeline diameter and length, size of equipment
required to construct the utility line, and other construction information deemed necessary to
support the request. The applicant is required to provide this information to the Corps with the
initial notification package.
4.1.9. For the purposes of this NWP, any permanently maintained corridor along the utility ROW
within forested wetlands shall be considered a permanent impact and a compensatory mitigation
plan will be required for all such impacts associated with the requested activity.
4.1.10. Use of rip-rap or any other engineered structures to stabilize a stream bed should be
avoided to the maximum extent practicable. If riprap stabilization is needed, it should be placed
only on the stream banks, or, if it is necessary to be placed in the stream bed, the finished top
elevation of the riprap should not exceed that of the original stream bed.
4.1.11. When directional boring or horizontal directional drilling (HDD) under waters of the U.S.,
including wetlands, permittees shall closely monitor the project for hydraulic fracturing or
"fracking."Any discharge from hydraulic fracturing or"fracking" into waters of the U.S.,
including wetlands, shall be reported to the appropriate Corps Regulatory Field Office within 48
hours. Restoration and/or mitigation may be required as a result from any unintended discharges.

NATIONWIDE PERMIT GENERAL CONDITIONS
The following General Conditions must be followed in order for any authorization by a NWP to
be valid:
1. Navi ag tion. (a)No activity may cause more than a minimal adverse effect on
navigation.
(b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations or
otherwise, must be installed and maintained at the permittee's expense on authorized facilities in
navigable waters of the United States.
(c) The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in
the opinion of the Secretary of the Army or his authorized representative, said structure or work shall
cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be
required,upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work
or obstructions caused thereby, without expense to the United States.No claim shall be made against
the United States on account of any such removal or alteration.
2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle
movements of those species of aquatic life indigenous to the waterbody, including those species that
normally migrate through the area, unless the activity's primary purpose is to impound water. All
permanent and temporary crossings of waterbodies shall be suitably culverted,bridged, or otherwise
designed and constructed to maintain low flows to sustain the movement of those aquatic species. If a
bottomless culvert cannot be used,then the crossing should be designed and constructed to minimize
adverse effects to aquatic life movements.
3. Spawning Areas. Activities in spawning areas during spawning seasons must be
avoided to the maximum extent practicable. Activities that result in the physical destruction(e.g.,
through excavation, fill, or downstream smothering by substantial turbidity) of an important spawning
area are not authorized.
4. Mi_rg atory Bird Breeding. Activities in waters of the United States that serve as
breeding areas for migratory birds must be avoided to the maximum extent practicable.
6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car
bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in
toxic amounts (see section 307 of the Clean Water Act).
7. Water Supply Intakes. No activity may occur in the proximity of a public water supply
intake, except where the activity is for the repair or improvement of public water supply intake
structures or adjacent bank stabilization.
8. Adverse Effects From Impoundments. If the activity creates an impoundment of water,
adverse effects to the aquatic system due to accelerating the passage of water, and/or restricting its
flow must be minimized to the maximum extent practicable.

9. Management of Water Flows. To the maximum extent practicable, the pre- construction
course, condition, capacity, and location of open waters must be maintained for each activity, including
stream channelization, storm water management activities, and temporary and permanent road
crossings, except as provided below. The activity must be constructed to withstand expected high
flows. The activity must not restrict or impede the passage of normal or high flows, unless the primary
purpose of the activity is to impound water or manage high flows. The activity may alter the pre-
construction course, condition, capacity, and location of open waters if it benefits the aquatic
environment(e.g., stream restoration or relocation activities).
10. Fills Within 100-Year Floodplains. The activity must comply with applicable FEMA-
approved state or local floodplain management requirements.
11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats,
or other measures must be taken to minimize soil disturbance.
12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls
must be used and maintained in effective operating condition during construction, and all exposed soil
and other fills, as well as any work below the ordinary high water mark or high tide line, must be
permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work
within waters of the United States during periods of low-flow or no-flow, or during low tides.
13. Removal of Temporary. Temporary fills must be removed in their entirety and the
affected areas returned to pre-construction elevations. The affected areas must be revegetated, as
appropriate.
14. Proper Maintenance. Any authorized structure or fill shall be properly maintained,
including maintenance to ensure public safety and compliance with applicable NWP general
conditions, as well as any activity-specific conditions added by the district engineer to an NWP
authorization.
19. Migratory Birds and Bald and Golden Eagles. The permittee is responsible for ensuring
their action complies with the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection
Act. The permittee is responsible for contacting appropriate local office of the U.S. Fish and Wildlife
Service to determine applicable measures to reduce impacts to migratory birds or eagles, including
whether"incidental take"permits are necessary and available under the Migratory Bird Treaty Act or
Bald and Golden Eagle Protection Act for a particular activity.
21. Discovery of Previously Unknown Remains and Artifacts. If you discover any
previously unknown historic, cultural or archeological remains and artifacts while accomplishing the
activity authorized by this permit, you must immediately notify the district engineer of what you have
found, and to the maximum extent practicable, avoid construction activities that may affect the remains
and artifacts until the required coordination has been completed. The district engineer will initiate the
Federal, Tribal, and state coordination required to determine if the items or remains warrant a recovery
effort or if the site is eligible for listing in the National Register of Historic Places.
30. Compliance Certification. Each permittee who receives an NWP verification letter from
the Corps must provide a signed certification documenting completion of the authorized activity and
implementation of any required compensatory mitigation. The success of any required permittee-
responsible mitigation, including the achievement of ecological performance standards, will be

addressed separately by the district engineer. The Corps will provide the permittee the certification
document with the NWT verification letter. The certification document will include:
(a) A statement that the authorized activity was done in accordance with the NWP
authorization, including any general, regional, or activity-specific conditions;
(b) A statement that the implementation of any required compensatory mitigation was
completed in accordance with the permit conditions. If credits from a mitigation bank or in-lieu fee
program are used to satisfy the compensatory mitigation requirements, the certification must include
the documentation required by 33 CFR 332.3(1)(3) to confirm that the permittee secured the
appropriate number and resource type of credits; and
(c) The signature of the permittee certifying the completion of the activity and mitigation.
The completed certification document must be submitted to the district engineer within 30 days of
completion of the authorized activity or the implementation of any required compensatory mitigation,
whichever occurs later.
FINAL REGIONAL CONDITIONS 2017
Final 2017 Regional Conditions for Nationwide Permits (NWP) in the Wilmington District
1.0 Excluded Waters
The Corps has identified waters that will be excluded from the use of all NWP's during certain
timeframes. These waters are:
1.1 Anadromous Fish Spawning Areas
Waters of the United States identified by either the North Carolina Division of Marine Fisheries
(NCDMF) or the North Carolina Wildlife Resources Commission(NCWRC) as anadromous fish
spawning areas are excluded during the period between February 15 and June 30, without prior written
approval from the Corps and either NCDMF or NCWRC.
1.2 Trout Waters Moratorium
Waters of the United States in the designated trout watersheds of North Carolina are excluded during
the period between October 15 and April 15 without prior written approval from the NCWRC, or from
the Eastern Band of Cherokee Indians (EBCI) Fisheries and Wildlife Management(FWM) office if the
project is located on EBCI trust land. (See Section 2.7 for information on the designated trout
watersheds).
1.3 Sturgeon Spawning Areas as Designated by the National Marine Fisheries Service
(NMFS)
Waters of the United States designated as sturgeon spawning areas are excluded during the period
between February I and June 30, without prior written approval from the NMFS.
3.0 List of Corps Regional Conditions for All Nationwide Permits
The following conditions apply to all Nationwide Permits in the Wilmington District:

3.1 Limitation of Loss of Stream Bed
NWPs may not be used for activities that may result in the loss or degradation of more than 300 total
linear feet of stream bed,unless the District Engineer has waived the 300 linear foot limit for
ephemeral and intermittent streams on a case-by-case basis and has determined that the proposed
activity will result in minimal individual and cumulative adverse impacts to the aquatic environment.
Waivers for the loss of ephemeral and intermittent streams must be in writing and documented by
appropriate/accepted stream quality assessments*. This waiver only applies to the 300 linear feet
threshold for NWPs.
This Regional Condition does not apply to NWP 23 (Approved Categorical Exclusions).
*NOTE: Permittees should utilize the most current methodology prescribed by Wilmington District to
assess stream function and quality. Information can be found at:
https://ribits.usace.army.mil/ribits_apex/f?p=107:27:0::NO
3.2 Mitigation for Loss of Stream Bed
For any NWP that results in a loss of more than 150 linear feet of stream, the permittee shall provide a
mitigation proposal to compensate for more than minimal individual and cumulative adverse impacts
to the aquatic environment. For stream losses of 150 linear feet or less that require a PCN, the District
Engineer may determine, on a case-by-case basis, that compensatory mitigation is required to ensure
that the activity results in minimal adverse effect on the aquatic environment.
3.3 Pre-construction Notification for Loss of Streambed Exceeding 150 Feet
Prior to use of any NWP for any activity which impacts more than 150 total linear feet of perennial
stream, intermittent or ephemeral stream, the permittee shall submit a PCN to the District Engineer
prior to commencing the activity(see General Condition 32). This applies to
NWPs that do not have specific notification requirements. If a NWP has specific notification
requirements, the requirements of the NWP should be followed.
3.4 Restriction on Use of Live Concrete
For all NWPs which allow the use of concrete as a building material, live or fresh concrete, including
bags of uncured concrete, may not come into contact with the water in or entering into waters of the
United States. Water inside coffer dams or casings that has been in contact with wet concrete shall
only be returned to waters of the United States after the concrete is set and cured and when it no longer
poses a threat to aquatic organisms.
3.5 Requirements for Using Riprap for Bank Stabilization
For all NWPs that allow for the use of riprap material for bank stabilization, the following measures
shall be applied:
3.5.1. Where bank stabilization is conducted as part of an activity, natural design, bioengineering
and/or geoengineering methods that incorporate natural durable materials, native seed mixes, and
native plants and shrubs are to be utilized to the maximum extent practicable.

3.5.2. Filter cloth must be placed underneath the riprap as an additional requirement of its use in
North Carolina waters. The placement of filter fabric is not required if the riprap will be pushed or
"keyed" into the bank of the waterbody. A waiver from the specifications in this Regional Condition
may be requested in writing. The waiver will only be issued if it can be demonstrated that the impacts
of complying with this Regional Condition would result in greater adverse impacts to the aquatic
environment.
3.5.3. The placement of riprap shall be limited to the areas depicted on submitted work plan drawings.
3.5.4. The riprap material shall be clean and free from loose dirt or any pollutant except in trace
quantities that would not have an adverse environmental effect.
3.5.5. It shall be of a size sufficient to prevent its movement from the authorized alignment by natural
forces under normal conditions.
3.5.6. The riprap material shall consist of clean rock or masonry material such as,but not limited to,
granite, marl, or broken concrete.
3.6 Requirements for Culvert Placement
3.6.1 For all NWPs that involve the construction/installation of culverts, measures will be included in
the construction/installation that will promote the safe passage of fish and other aquatic organisms.
The dimension, pattern, and profile of the stream above and below a pipe or culvert should not be
modified by altering the width or depth of the stream profile in connection with the construction
activity. The width, height, and gradient of a proposed culvert should be sufficient to pass the average
historical low flow and spring flow without adversely altering flow velocity. Spring flow is the
seasonal sustained high flow that typically occurs in the spring. Spring flows should be determined
from gage data, if available. In the absence of such data, bank-full flow can be used as a comparable
indicator.
In Public Trust Areas of Environmental Concern (AEC) and/or the Estuarine Waters AEC as
designated by the Coastal Area Management Act(CAMA): All pipes/culverts must be sufficiently
sized to allow for the burial of the bottom of the culvert at least one foot below normal bed elevation.
Circular
Culvert
R se
Strea mbed Dtamete r)
Material—
?
12 Inches
Invert
In all other areas: Culverts greater than 48 inches in diameter will be buried at least one foot below the
bed of the stream. Culverts 48 inches in diameter or less shall be buried to maintain aquatic passage
and to maintain passage during drought or low flow conditions, and every effort shall be made to
maintain the existing channel slope.

Culverts must be designed and constructed in a manner that minimizes destabilization and head
cutting. Destabilizing the channel and head cutting upstream should be considered and appropriate
actions incorporated in the design and placement of the culvert.
A waiver from the depth specifications in this condition may be requested, in writing,by the permittee
and issued by the Corp; this request must be specific as to the reasons(s) for the request. The waiver
will be issued if it can be demonstrated that the proposed design would result in less impacts to the
aquatic environment.
All counties: Culverts placed within riparian and/or riverine wetlands must be installed in a manner
that does not restrict the flow and circulation patterns of waters of the United States.
Culverts placed across wetland fills purely for the purposes of equalizing surface water do not have to
be buried, but the culverts must be of adequate size and/or number to ensure unrestricted transmission
of water.
3.6.2 Bank-full flows (or less) shall be accommodated through maintenance of the existing bank- full
channel cross sectional area. Additional culverts or culvert barrels at such crossings shall be allowed
only to receive bank-full flows.
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3.6.3 Where adjacent floodplain is available, flows exceeding bank-full should be accommodated by
installing culverts at the floodplain elevation. Additional culverts or culvert barrels at such crossings
should not be buried, or if buried, must have sills at the inlets to ensure that they only receive flows
exceeding bank-full.
3.6.4 Excavation of existing stream channels shall be limited to the minimum necessary to construct
or install the proposed culvert. The final width of the impacted stream at the culvert inlet and outlet
should be no greater than the original stream width. A waiver from this condition may be requested in
writing; this request must be specific as to the reason(s) for the request. The waiver will be issued if the
proposed design would result in less impacts to the aquatic environment and/or if it can be
demonstrated that it is not practicable to restore the final width of the impacted stream at the culvert
inlet and outlet to the width of the original stream channel.

3.6.5 The width of the culvert shall be comparable to the width of the stream channel. If the width of
the culvert is wider than the stream channel, the culvert shall include baffles, benches and/or sills to
maintain the width of the stream channel. A waiver from this condition may be requested in writing;
this request must be specific as to the reason(s) for the request. The waiver will be issued if it can be
demonstrated that it is not practicable or necessary to include baffles, benches or sills and the design
would result in less impacts to the aquatic environment.
3.7 Notification to NCDEQ Shellfish Sanitation Section
Permittees shall notify the NCDEQ Shellfish Sanitation Section prior to dredging in or removing
sediment from an area closed to shell fishing where the effluent may be released to an area open for
shell fishing or swimming in order to avoid contamination from the disposal area and cause a
temporary shellfish closure to be made. Such notification shall also be provided to the appropriate
Corps Regulatory Field Office. Any disposal of sand to the ocean beach should occur between
November 1 and April 30 when recreational usage is low. Only clean sand should be used and no
dredged sand from closed shell fishing areas may be used. If beach disposal were to occur at times
other than stated above or if sand from a closed shell fishing area is to be used, a swimming advisory
shall be posted, and a press release shall be issued by the permittee.
3.8 Submerged Aquatic Vegetation
Impacts to Submerged Aquatic Vegetation (SAV) are not authorized by any NWP, except NWP 48,
unless EFH Consultation has been completed pursuant to the Magnuson-Stevens Fisheries
Conservation and Management Act(Magnuson-Stevens Act). Permittees shall submit a PCN (See
NWP General Condition 32) to the District Engineer prior to commencing the activity if the project
would affect SAV. The permittee may not begin work until notified by the Corps that the requirements
of the Magnuson-Stevens Act have been satisfied and that the activity is authorized.
3.9 Sedimentation and Erosion Control Structures and Measures
All PCNs will identify and describe sedimentation and erosion control structures and measures
proposed for placement in waters of the United States. The structures and measures should be depicted
on maps, surveys or drawings showing location and impacts to jurisdictional wetlands and streams.
3.10 Restoration of Temporary Impacts to Stream Beds
Upon completion of work that involves temporary stream impacts, streambeds are to be restored to
pre-project elevations and widths using natural streambed material such that the impacted stream reach
mimics the adjacent upstream and downstream reach. The impacted area shall be backfilled with
natural streambed material to a depth of at least 12 inches or to the bottom depth of the impacted area
if shallower than 12 inches. An engineered in-stream structure or material can be used to provide
protection of a buried structure if it provides benefits to the aquatic environment and can be
accomplished by a natural streambed design. A permittee may request a waiver of this condition if it is
determined a buried structure needs significant physical protection beyond those provided in this
condition. This condition does not apply to NWP 27—Aquatic Habitat Restoration, Enhancement, and
Establishment Activities.

3.11 Restoration of Temporary Impacts to Stream Banks
Upon completion of work involving temporary stream bank impacts, stream banks are to be restored to
pre-project grade and contours or beneficial grade and contours if the original bank slope is steep and
unstable. Natural durable materials, native seed mixes, and native plants and shrubs are to be utilized
in the restoration. Natural designs which use bioengineered and/or geo- engineered methods are to be
applied. An engineered structure or material can be used to provide protection of a buried structure if it
provides benefits to the stream bank environment, provided it is not in excess of the minimum amount
needed for protection and does not exceed an average of one cubic yard per running foot placed along
the bank below the plane of the ordinary high water mark. A permittee may request a waiver of this
condition if it is determined a buried structure needs significant physical protection beyond those
provided in this condition. This condition does not apply to NWP 27—Aquatic Habitat Restoration,
Enhancement, and Establishment Activities.

NATIONWIDE PERMIT 14
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDERAL REGISTER
AUTHORIZED MARCH 19, 2017
Linear Transportation Proiects. Activities required for crossings of waters of the United States
associated with the construction, expansion, modification, or improvement of linear transportation projects
(e.g., roads, highways,railways,trails, airport runways, and taxiways) in waters of the United States. For
linear transportation projects in non-tidal waters, the discharge cannot cause the loss of greater than 1/2-
acre of waters of the United States. For linear transportation projects in tidal waters, the discharge cannot
cause the loss of greater than 1/3-acre of waters of the United States. Any stream channel modification,
including bank stabilization, is limited to the minimum necessary to construct or protect the linear
transportation project; such modifications must be in the immediate vicinity of the project.
This NWP also authorizes temporary structures, fills, and work, including the use of temporary mats,
necessary to construct the linear transportation project. Appropriate measures must be taken to maintain
normal downstream flows and minimize flooding to the maximum extent practicable, when temporary
structures,work, and discharges, including cofferdams, are necessary for construction activities, access
fills, or dewatering of construction sites. Temporary fills must consist of materials, and be placed in a
manner, that will not be eroded by expected high flows. Temporary fills must be removed in their entirety
and the affected areas returned to pre-construction elevations. The areas affected by temporary fills must be
revegetated, as appropriate.
This NWP cannot be used to authorize non-linear features commonly associated with transportation
projects, such as vehicle maintenance or storage buildings,parking lots, train stations, or aircraft hangars.
Notification: The permittee must submit a pre-construction notification to the district engineer prior to
commencing the activity if. (1)the loss of waters of the United States exceeds 1/10- acre; or(2)there is a
discharge in a special aquatic site, including wetlands. (See general condition 32.) (Authorities: Sections 10
and 404)
Note 1: For linear transportation projects crossing a single waterbody more than one time at separate and
distant locations, or multiple waterbodies at separate and distant locations, each crossing is considered a
single and complete project for purposes of NWP authorization. Linear transportation projects must comply
with 33 CFR 330.6(d).
Note 2: Some discharges for the construction of farm roads or forest roads, or temporary roads for moving
mining equipment, may qualify for an exemption under section 404(f) of the Clean Water Act(see 33 CFR
323.4).
Note 3: For NWP 14 activities that require pre-construction notification, the PCN must include 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 any related activity, including other separate and distant crossings that
require Department of the Army authorization but do not require pre-construction notification(see
paragraph(b) of general condition 32). The district engineer will evaluate the PCN in accordance with
Section D, "District Engineer's Decision."The district engineer may require mitigation to ensure that the
authorized activity results in no more than minimal individual and cumulative adverse environmental
effects (see general condition 23).

The following list of General Conditions has been adapted for work in North Carolina for NCDOT
projects. Information related to USACE notification requirements has been removed. Therefore,
numbering and lettering below may not be consecutive. Please refer to
http://saw-reg.usace.army.mil/NWP2017/2017NWP]4.pdffor the complete reference.
4.0 Additional Regional Conditions for Specific Nationwide Permits
4.1 NWP#14 - Linear Transportation Projects
4.1.1 If appropriate, permittees shall employ natural channel design(see definition below and NOTE
below) to the maximum extent practicable for stream relocations. All stream relocation proposals shall
include a Relocation and Monitoring Plan and a functional assessment of baseline conditions (e.g., use
of the North Carolina Stream Assessment Methodology). Compensatory mitigation may be required
for stream relocations.
Natural Channel Design means a geomorphologic approach to stream restoration based on an
understanding of valley type, general watershed conditions, dimension, pattern, profile, hydrology and
sediment transport of natural, stable channels (reference condition) and applying this understanding to
the reconstruction of a stable channel.
NOTE: For more information on Natural Channel Design, permittees should reference North Carolina
Stream Mitigation Guidance on the Corps RIBITS (Regulatory In-lieu Fee and Bank Information
Tracking System) website or at the following World Wide Web Page:
https://ribits.usace.army.mil/ribits_apex/Pp=107:27:16705499703550::NO:RP:P27_BUTTON_
KEY:0.
4.1.2 This NWP authorizes only upland to upland crossings and cannot be used in combination with
Nationwide Permit 18 to create an upland within waters of the United States, including wetlands.
4.1.3 This NWP cannot be used for private projects located in tidal waters or tidal wetlands.
4.1.4 In designated trout watersheds, a PCN is not required for impacts to a maximum of 60 linear
feet (150 linear feet for temporary dewatering) or 1/10-acre of jurisdictional aquatic resources for
proposed structures not adjoining, adjacent to, or connected to existing structures. In designated trout
waters,the permittee shall submit a PCN (see Regional Conditions 2.7 and General Condition 32)to
the District Engineer prior to commencing the activity if 1) impacts (other than temporary dewatering
to work in dry conditions) to jurisdictional aquatic resources exceed 60 linear feet or 1/10-acre; 2)
temporary impacts to streams or waterbodies associated with dewatering to work in dry conditions
exceed 150 linear feet; 3)the project will involve impacts to wetlands; 4) the primary purpose of the
project is for commercial development; 5)the project involves the replacement of a bridge or spanning
structure with a culvert or non-spanning structure in waters of the United States; or 6)the activity will
be constructed during the trout waters moratorium (October 15 through April 15).
4.1.5 The permittee shall submit a PCN to the District Engineer prior to commencing the activity if
the activity will involve the discharge of dredged or fill material into more than 150 linear feet of
stream channel for the construction of temporary access fills and/or temporary road crossings. The
PCN must include a restoration plan that thoroughly describes how all temporary fills will be removed,
describes how pre-project conditions will be restored, and includes a timetable for all restoration
activities.

NATIONWIDE PERMIT GENERAL CONDITIONS
The following General Conditions must be followed in order for any authorization by a NWP to
be valid:
1. Navi ag tion. (a)No activity may cause more than a minimal adverse effect on
navigation.
(b) Any safety lights and signals prescribed by the U.S. Coast Guard,through regulations or
otherwise, must be installed and maintained at the permittee's expense on authorized facilities in
navigable waters of the United States.
(c) The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in
the opinion of the Secretary of the Army or his authorized representative, said structure or work shall
cause unreasonable obstruction to the free navigation of the navigable waters,the permittee will be
required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work
or obstructions caused thereby, without expense to the United States. No claim shall be made against
the United States on account of any such removal or alteration.
2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle
movements of those species of aquatic life indigenous to the waterbody, including those species that
normally migrate through the area, unless the activity's primary purpose is to impound water. All
permanent and temporary crossings of waterbodies shall be suitably culverted, bridged, or otherwise
designed and constructed to maintain low flows to sustain the movement of those aquatic species. If a
bottomless culvert cannot be used,then the crossing should be designed and constructed to minimize
adverse effects to aquatic life movements.
3. Spawning Areas. Activities in spawning areas during spawning seasons must be
avoided to the maximum extent practicable. Activities that result in the physical destruction(e.g.,
through excavation, fill, or downstream smothering by substantial turbidity) of an important spawning
area are not authorized.
4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as
breeding areas for migratory birds must be avoided to the maximum extent practicable.
6. Suitable Material. No activity may use unsuitable material(e.g., trash, debris, car
bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in
toxic amounts (see section 307 of the Clean Water Act).
7. Water Supply Intakes. No activity may occur in the proximity of a public water supply
intake, except where the activity is for the repair or improvement of public water supply intake
structures or adjacent bank stabilization.
8. Adverse Effects From Impoundments. If the activity creates an impoundment of water,
adverse effects to the aquatic system due to accelerating the passage of water, and/or restricting its
flow must be minimized to the maximum extent practicable.
9. Management of Water Flows. To the maximum extent practicable, the pre- construction
course, condition, capacity, and location of open waters must be maintained for each activity, including
stream channelization, storm water management activities, and temporary and permanent road

crossings, except as provided below. The activity must be constructed to withstand expected high
flows. The activity must not restrict or impede the passage of normal or high flows, unless the primary
purpose of the activity is to impound water or manage high flows. The activity may alter the pre-
construction course, condition, capacity, and location of open waters if it benefits the aquatic
environment (e.g., stream restoration or relocation activities).
10. Fills Within 100-Year Floodplains. The activity must comply with applicable FEMA-
approved state or local floodplain management requirements.
11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats,
or other measures must be taken to minimize soil disturbance.
12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls
must be used and maintained in effective operating condition during construction, and all exposed soil
and other fills, as well as any work below the ordinary high water mark or high tide line, must be
permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work
within waters of the United States during periods of low-flow or no-flow, or during low tides.
13. Removal of Temporary Fills. Temporary fills must be removed in their entirety and the
affected areas returned to pre-construction elevations. The affected areas must be revegetated, as
appropriate.
14. Proper Maintenance. Any authorized structure or fill shall be properly maintained,
including maintenance to ensure public safety and compliance with applicable NWP general
conditions, as well as any activity-specific conditions added by the district engineer to an NWP
authorization.
19. Mi rg atory Birds and Bald and Golden Eagles. The permittee is responsible for ensuring
their action complies with the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection
Act. The permittee is responsible for contacting appropriate local office of the U.S. Fish and Wildlife
Service to determine applicable measures to reduce impacts to migratory birds or eagles, including
whether "incidental take"permits are necessary and available under the Migratory Bird Treaty Act or
Bald and Golden Eagle Protection Act for a particular activity.
21. Discovery of Previously Unknown Remains and Artifacts. If you discover any
previously unknown historic, cultural or archeological remains and artifacts while accomplishing the
activity authorized by this permit, you must immediately notify the district engineer of what you have
found, and to the maximum extent practicable, avoid construction activities that may affect the remains
and artifacts until the required coordination has been completed. The district engineer will initiate the
Federal, Tribal, and state coordination required to determine if the items or remains warrant a recovery
effort or if the site is eligible for listing in the National Register of Historic Places.
30. Compliance Certification. Each permittee who receives an NWP verification letter from
the Corps must provide a signed certification documenting completion of the authorized activity and
implementation of any required compensatory mitigation. The success of any required permittee-
responsible mitigation, including the achievement of ecological performance standards, will be
addressed separately by the district engineer. The Corps will provide the permittee the certification
document with the NWP verification letter. The certification document will include:
(a) A statement that the authorized activity was done in accordance with the NWP
authorization, including any general, regional, or activity-specific conditions;

(b) A statement that the implementation of any required compensatory mitigation was
completed in accordance with the permit conditions. If credits from a mitigation bank or in-lieu fee
program are used to satisfy the compensatory mitigation requirements, the certification must include
the documentation required by 33 CFR 332.3(1)(3)to confirm that the permittee secured the
appropriate number and resource type of credits; and
(c) The signature of the permittee certifying the completion of the activity and mitigation.
The completed certification document must be submitted to the district engineer within 30 days of
completion of the authorized activity or the implementation of any required compensatory mitigation,
whichever occurs later.
FINAL REGIONAL CONDITIONS 2017
Final 2017 Regional Conditions for Nationwide Permits (NWP) in the Wilmington District
4.0 Excluded Waters
The Corps has identified waters that will be excluded from the use of all NWP's during certain
timeframes. These waters are:
1.1 Anadromous Fish Spawning Areas
Waters of the United States identified by either the North Carolina Division of Marine Fisheries
(NCDMF) or the North Carolina Wildlife Resources Commission(NCWRC) as anadromous fish
spawning areas are excluded during the period between February 15 and June 30, without prior written
approval from the Corps and either NCDMF or NCWRC.
1.2 Trout Waters Moratorium
Waters of the United States in the designated trout watersheds of North Carolina are excluded during
the period between October 15 and April 15 without prior written approval from the NCWRC, or from
the Eastern Band of Cherokee Indians (EBCI) Fisheries and Wildlife Management (FWM) office if the
project is located on EBCI trust land. (See Section 2.7 for information on the designated trout
watersheds).
1.3 Sturgeon Spawning Areas as Designated by the National Marine Fisheries Service
(NMFS)
Waters of the United States designated as sturgeon spawning areas are excluded during the period
between February 1 and June 30, without prior written approval from the NMFS.
3.0 List of Corps Regional Conditions for All Nationwide Permits
The following conditions apply to all Nationwide Permits in the Wilmington District:

3.1 Limitation of Loss of Stream Bed
NWPs may not be used for activities that may result in the loss or degradation of more than 300 total
linear feet of stream bed, unless the District Engineer has waived the 300 linear foot limit for
ephemeral and intermittent streams on a case-by-case basis and has determined that the proposed
activity will result in minimal individual and cumulative adverse impacts to the aquatic environment.
Waivers for the loss of ephemeral and intermittent streams must be in writing and documented by
appropriate/accepted stream quality assessments*. This waiver only applies to the 300 linear feet
threshold for NWPs.
This Regional Condition does not apply to NWP 23 (Approved Categorical Exclusions).
*NOTE: Permittees should utilize the most current methodology prescribed by Wilmington District to
assess stream function and quality. Information can be found at:
https://ribits.usace.army.mil/ribits_apex/Pp=I07:27:0::NO
3.2 Mitigation for Loss of Stream Bed
For any NWP that results in a loss of more than 150 linear feet of stream, the permittee shall provide a
mitigation proposal to compensate for more than minimal individual and cumulative adverse impacts
to the aquatic environment. For stream losses of 150 linear feet or less that require a PCN, the District
Engineer may determine, on a case-by-case basis, that compensatory mitigation is required to ensure
that the activity results in minimal adverse effect on the aquatic environment.
3.3 Pre-construction Notification for Loss of Streambed Exceeding 150 Feet
Prior to use of any NWP for any activity which impacts more than 150 total linear feet of perennial
stream, intermittent or ephemeral stream, the permittee shall submit a PCN to the District Engineer
prior to commencing the activity(see General Condition 32). This applies to
NWPs that do not have specific notification requirements. If a NWT has specific notification
requirements, the requirements of the NWP should be followed.
3.4 Restriction on Use of Live Concrete
For all NWPs which allow the use of concrete as a building material, live or fresh concrete, including
bags of uncured concrete, may not come into contact with the water in or entering into waters of the
United States. Water inside coffer dams or casings that has been in contact with wet concrete shall
only be returned to waters of the United States after the concrete is set and cured and when it no longer
poses a threat to aquatic organisms.
3.5 Requirements for Using Riprap for Bank Stabilization
For all NWPs that allow for the use of riprap material for bank stabilization, the following measures
shall be applied:
3.5.1. Where bank stabilization is conducted as part of an activity, natural design, bioengineering
and/or geoengineering methods that incorporate natural durable materials, native seed mixes, and
native plants and shrubs are to be utilized to the maximum extent practicable.

3.5.2. Filter cloth must be placed underneath the riprap as an additional requirement of its use in
North Carolina waters. The placement of filter fabric is not required if the riprap will be pushed or
"keyed" into the bank of the waterbody. A waiver from the specifications in this Regional Condition
may be requested in writing. The waiver will only be issued if it can be demonstrated that the impacts
of complying with this Regional Condition would result in greater adverse impacts to the aquatic
environment.
3.5.3. The placement of riprap shall be limited to the areas depicted on submitted work plan drawings.
3.5.4. The riprap material shall be clean and free from loose dirt or any pollutant except in trace
quantities that would not have an adverse environmental effect.
3.5.5. It shall be of a size sufficient to prevent its movement from the authorized alignment by natural
forces under normal conditions.
3.5.6. The riprap material shall consist of clean rock or masonry material such as, but not limited to,
granite, marl, or broken concrete.
3.6 Requirements for Culvert Placement
3.6.1 For all NWPs that involve the construction/installation of culverts, measures will be included in
the construction/installation that will promote the safe passage of fish and other aquatic organisms.
The dimension, pattern, and profile of the stream above and below a pipe or culvert should not be
modified by altering the width or depth of the stream profile in connection with the construction
activity. The width, height, and gradient of a proposed culvert should be sufficient to pass the average
historical low flow and spring flow without adversely altering flow velocity. Spring flow is the
seasonal sustained high flow that typically occurs in the spring. Spring flows should be determined
from gage data, if available. In the absence of such data, bank-full flow can be used as a comparable
indicator.
In Public Trust Areas of Environmental Concern(AEC) and/or the Estuarine Waters AEC as
designated by the Coastal Area Management Act (CAMA): All pipes/culverts must be sufficiently
sized to allow for the burial of the bottom of the culvert at least one foot below normal bed elevation.
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In all other areas: Culverts greater than 48 inches in diameter will be buried at least one foot below the
bed of the stream. Culverts 48 inches in diameter or less shall be buried to maintain aquatic passage
and to maintain passage during drought or low flow conditions, and every effort shall be made to
maintain the existing channel slope.
Culverts must be designed and constructed in a manner that minimizes destabilization and head
cutting. Destabilizing the channel and head cutting upstream should be considered and appropriate
actions incorporated in the design and placement of the culvert.
A waiver from the depth specifications in this condition may be requested, in writing, by the permittee
and issued by the Corp; this request must be specific as to the reasons(s) for the request. The waiver
will be issued if it can be demonstrated that the proposed design would result in less impacts to the
aquatic environment.
All counties: Culverts placed within riparian and/or riverine wetlands must be installed in a manner
that does not restrict the flow and circulation patterns of waters of the United States.
Culverts placed across wetland fills purely for the purposes of equalizing surface water do not have to
be buried, but the culverts must be of adequate size and/or number to ensure unrestricted transmission
of water.
3.6.2 Bank-full flows (or less) shall be accommodated through maintenance of the existing bank- full
channel cross sectional area. Additional culverts or culvert barrels at such crossings shall be allowed
only to receive bank-full flows.
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3.6.3 Where adjacent floodplain is available, flows exceeding bank-full should be accommodated by
installing culverts at the floodplain elevation. Additional culverts or culvert barrels at such crossings
should not be buried, or if buried, must have sills at the inlets to ensure that they only receive flows
exceeding bank-full.
3.6.4 Excavation of existing stream channels shall be limited to the minimum necessary to construct
or install the proposed culvert. The final width of the impacted stream at the culvert inlet and outlet
should be no greater than the original stream width. A waiver from this condition may be requested in
writing; this request must be specific as to the reason(s) for the request. The waiver will be issued if the
proposed design would result in less impacts to the aquatic environment and/or if it can be
demonstrated that it is not practicable to restore the final width of the impacted stream at the culvert
inlet and outlet to the width of the original stream channel.

3.6.5 The width of the culvert shall be comparable to the width of the stream channel. If the width of
the culvert is wider than the stream channel, the culvert shall include baffles, benches and/or sills to
maintain the width of the stream channel. A waiver from this condition may be requested in writing;
this request must be specific as to the reason(s) for the request. The waiver will be issued if it can be
demonstrated that it is not practicable or necessary to include baffles, benches or sills and the design
would result in less impacts to the aquatic environment.
3.7 Notification to NCDEQ Shellfish Sanitation Section
Permittees shall notify the NCDEQ Shellfish Sanitation Section prior to dredging in or removing
sediment from an area closed to shell fishing where the effluent may be released to an area open for
shell fishing or swimming in order to avoid contamination from the disposal area and cause a
temporary shellfish closure to be made. Such notification shall also be provided to the appropriate
Corps Regulatory Field Office. Any disposal of sand to the ocean beach should occur between
November 1 and April 30 when recreational usage is low. Only clean sand should be used and no
dredged sand from closed shell fishing areas may be used. If beach disposal were to occur at times
other than stated above or if sand from a closed shell fishing area is to be used, a swimming advisory
shall be posted, and a press release shall be issued by the permittee.
3.8 Submerged Aquatic Vegetation
Impacts to Submerged Aquatic Vegetation(SAV) are not authorized by any NWP, except NWP 48,
unless EFH Consultation has been completed pursuant to the Magnuson-Stevens Fisheries
Conservation and Management Act (Magnuson-Stevens Act). Permittees shall submit a PCN (See
NWP General Condition 32) to the District Engineer prior to commencing the activity if the project
would affect SAV. The permittee may not begin work until notified by the Corps that the requirements
of the Magnuson-Stevens Act have been satisfied and that the activity is authorized.
3.9 Sedimentation and Erosion Control Structures and Measures
All PCNs will identify and describe sedimentation and erosion control structures and measures
proposed for placement in waters of the United States. The structures and measures should be depicted
on maps, surveys or drawings showing location and impacts to jurisdictional wetlands and streams.
3.10 Restoration of Temporary Impacts to Stream Beds
Upon completion of work that involves temporary stream impacts, streambeds are to be restored to
pre-project elevations and widths using natural streambed material such that the impacted stream reach
mimics the adjacent upstream and downstream reach. The impacted area shall be backfilled with
natural streambed material to a depth of at least 12 inches or to the bottom depth of the impacted area
if shallower than 12 inches. An engineered in-stream structure or material can be used to provide
protection of a buried structure if it provides benefits to the aquatic environment and can be
accomplished by a natural streambed design. A permittee may request a waiver of this condition if it is
determined a buried structure needs significant physical protection beyond those provided in this
condition. This condition does not apply to NWP 27 —Aquatic Habitat Restoration, Enhancement, and
Establishment Activities.

3.11 Restoration of Temporary Impacts to Stream Banks
Upon completion of work involving temporary stream bank impacts, stream banks are to be restored to
pre-project grade and contours or beneficial grade and contours if the original bank slope is steep and
unstable. Natural durable materials, native seed mixes, and native plants and shrubs are to be utilized
in the restoration. Natural designs which use bioengineered and/or geo- engineered methods are to be
applied. An engineered structure or material can be used to provide protection of a buried structure if it
provides benefits to the stream bank environment,provided it is not in excess of the minimum amount
needed for protection and does not exceed an average of one cubic yard per running foot placed along
the bank below the plane of the ordinary high water mark. A permittee may request a waiver of this
condition if it is determined a buried structure needs significant physical protection beyond those
provided in this condition. This condition does not apply to NWP 27 —Aquatic Habitat Restoration,
Enhancement, and Establishment Activities.

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee:NC DOT, PDEA,MR. Phillip S. Harris,III, PE,CPM Action ID:SAW-2011-01806
Project Name: U-4405/Raeford Road County:Cumberland
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S.Army Corps of Engineers(USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit,or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor:The Sponsor must verify that the mitigation requirements(credits)shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed,the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee,the USACE Project Manager,and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements
Permitted Impacts Requiring Mitigation*: 8-digit HUC and Basin:Choose the 8-digit HUC
Stream Impacts(linear feet) Wetland Impacts(acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
664 1 0.21
*If more than one mitigation sponsor will be used for the permit,only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin:Choose the 8-digit HUC
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
1,328 .42
Mitigation Site Debited: NC DMS
(List the name of the bank to be debited. For umbrella banks,also list the specific site. For NCDMS,list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document(see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Updated 14 September, 2017

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form,confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor,and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager(address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios maybe applied,as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions:
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed,the Sponsor should provide copies of this form along with an updated bank ledger to:1)the Permittee,2)the USACE
Project Manager at the address below,and 3)the Wilmington District Mitigation Office,Attn:Todd Tugwell,3331 Heritage
Trade Drive, Suite 105, Wake Forest, NC 27587(email: [e-mail]). Questions regarding this form or
any of the permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: Liz Hair
USACE Field Office: Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Email:sarah.e.hai/[e-mail]
December 1, 2017
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mi1.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,please complete the
Customer Satisfaction Survey located at our website at http://regulatory.usacesurvey.com/to complete the survey online.

ROY COOPER
Governor
MICHAEL S. REGAN
Secrelar.v
Environments! LINDA CULPEPPER
Interim Director
Quality
March 15,2018
Cumberland County
NCDWR Project No.20171365 V2
TIP Project No.U4405
REVISED APPROVAL of 401 WATER QUALITY CERTIFICATION with ADDITIONAL CONDITIONS
Mr. Philip S. Harris, 111,P.E.CPM
Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh,NC 27699-1598
Dear Mr. Harris:
This certification rescinds and replaces the certification issued on November 17,2017. You have our approval,in
accordance with the conditions listed below,for the following impacts for the purpose of improvements to US
Highway 40](Raeford Road)from west of Hampton Oaks Drive to east of Fairway Drive(approximately 6 miles)in
Cumberland County:
Stream Impacts in the Cape Fear River Basin
Permanent Temporary Permanent Temporary Stream
Fill in Fill in Fill in Fill in Total Impacts
Site Intermittent Intermittent Perennial Perennial stream Requiring
Stream Stream Stream Stream Impacts Mitigation
linear ft linear ft linear ft linear ft linear ft linear ft
1 8 43 51
2 201 41 242
3 33 33
3b stabilization 176 171 347
4 216 20 236
5 206 27 233
U5 45 45
U6 48 48
TOTAL 840 395 1 1,235
Total Stream Impact for Project: 1,235 linear feet.
Wetland Impacts in the Cape Fear River Basin
Total Impacts
Fill Fill Excavation Mechanized Hand Wetland Requiring
Site (ac) (Temporary) (ac) Clearing Clearing Impacts Mitigation
ac ac (ac) (ac
2 0.200 0.200 N/A
U 1 0.007 0.007 N/A
U3 0.023 0.023 N/A
U4 0.012 0.012 N/A
U 0.02 0.02 N/A
TOTAL 0.219 0.023 0.262
Total Wetland Impact for Project:0.262 acres.
State of North Carolina I Environmental Quality
1617 Mail Service Center I Raleigh,North Carolina 27699-1617

Open Water Impacts in the Cape Fear River Basin
Permanent 17111 in Open Temporary pill in Open Total Fill In Open
Site Waters ac Waters ac Waters ac
1 0.01 0.01 0.02
2 0.03 0.04 0.07
3 0.03 0.01 0.04
4 0.07 0.01 0.08
5 0.09 0.03 0.12
U2 0.05 0.05
U5 0.01 0.01
U6 0.02 0.02
TOTAL 0.23 0.18 0.41
Total Open Water Impact for Project:0.41 acres.
The project shall be constructed in accordance with your application modification request dated received February
16,2018. Amer reviewing your application,we have decided that these impacts are covered by General Water
Quality Certification Numbers 4088 and 4086. This certification corresponds to the Nationwide Permit 14 and
Nationwide Permit 12 issued by the Corps of Engineers. In addition,you should acquire any other federal,state or
local permits before you proceed with your project including(but not limited to)Sediment and Erosion Control,
Non-Discharge and Water Supply Watershed regulations. This approval will expire with the accompanying 404
permit.
This approval is valid solely for the purpose and design described in your application(unless modified below).
Should your project change,you must notify the NCDWR and submit a new application. If the property is sold,the
new owner must be given a copy of this Certification and approval letter,and is thereby responsible for complying
with all the conditions. If total wetland fills for this project(now or in the future)exceed one acre,or of total
impacts to streams(now or in the future)exceed 150 linear feet,compensatory mitigation may be required as
described in ISA NCAC 2H.0506(h)(6)and(7). For this approval to remain valid,you must adhere to the
conditions listed in the attached certifications and any additional conditions listed below.
Condition(s)of Certification:
Project Specific Conditions
1. The NCDOT Division Environmental Officer or Environmental Assistant will conduct a pre-construction
meeting with all appropriate staff to ensure that the project supervisor and essential staff understand the
potential issues with stream and pipe alignment at the permitted site. NCDWR staff shall be invited to the
pre-construction meeting. [15A NCAC 0214.0506(b)(2)and(b)(3)
2. Unless otherwise approved in this certification,placement of culverts and other structures in open waters and
streams,shall be placed below the elevation of the streambed by one foot for all culverts with a diameter
greater than 48 inches,and 20 percent of the culvert diameter for culverts having a diameter less than 48
inches,to allow low flow passage of water and aquatic life. Design and placement of culverts and other
structures including temporary erosion control measures shall not be conducted in a manner that may result
in dis-equilibrium of wetlands or streambeds or banks,adjacent to or upstream and down stream of the
above structures.The applicant is required to provide evidence that the equilibrium is being maintained if
requested in writing by the NCDWR. If this condition is unable to be met due to bedrock or other limiting
features encountered during construction,please contact the NCDWR for guidance on how to proceed and to
determine whether or not a permit modification will be required.[I SA NCAC 02H.0506(b)(2)]
3. If multiple pipes or barrels are required,they shall be designed to mimic natural stream cross section as
closely as possible including pipes or barrels at flood plain elevation and/or sills where appropriate.
Widening the stream channel should be avoided. Stream channel widening at the inlet or outlet end of
structures typically decreases water velocity causing sediment deposition that requires increased
maintenance and disrupts aquatic life passage. [15A NCAC 02H.0506(b)(2)1

4. Riprap shall not be placed in the active thalweg channel or placed in the streambed in a manner that
precludes aquatic life passage. Bioengineering boulders or structures should be properly designed,sized and
installed.[15A NCAC 02H.0506(b)(2)]
5. For the open cut trenching of the utility lines the mixing of topsoil and the subsoils within the
wetlands shall be minimized to the greatest extent practical.During, excavation.the soils shall be
laced on fabric to minimize impacts whenever imssible. To oil excavated from utility trenches in
wetlands will be piled segarately from the subsoils and will he backfilled into the trench only after the
subsoils have been placed in the trench and compacted.
6. Sediment and Erosion Control 15A NCAC 02H.0506(b)(3)and(c)(3)
Turbidity curtains shall be used to isolate all wont areas from the stream at Beaver Creek,including pile
or casement installation,placement of riprap,excavation or filling. Strict adherence to the Construction
and Maintenance Best Management Practices will be required.
General Conditions
7. Unless otherwise approved in this certification,placement of culverts and other structures in open waters and
streams shall be placed below the elevation of the streambed by one foot for all culverts with a diameter
greater than 48 inches,and 20 percent of the culvert diameter for culverts having a diameter less than 48
inches,to allow low flow passage of water and aquatic life. Design and placement of culverts and other
structures including temporary erosion control measures shall not be conducted in a manner that may result
in dis-equilibrium of wetlands or streambeds or banks,adjacent to or upstream and downstream of the above
structures.The applicant is required to provide evidence that the equilibrium is being maintained if requested
in writing by NCDWR. If this condition is unable to be met due to bedrock or other limiting features .
encountered during construction,please contact NCDWR for guidance on how to proceed and to determine
whether or not a permit modification will be required. [15A NCAC 02H.0506(b)(2)]
8. If concrete is used during construction,a dry work area shall be maintained to prevent direct contact
between curing concrete and stream water. Water that inadvertently contacts uncured concrete shall not
be discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
(I5A NCAC 02B.0200]
9. During the construction of the project,no staging of equipment of any kind is permitted in waters of the
U.S.,or protected riparian buffers.[15A NCAC 02H.0506(b)(2)]
10. The dimension,pattern and profile of the stream above and below the crossing shall not be modified.
Disturbed floodplains and streams shall be restored to natural geomorphic conditions.[15A NCAC
02H.0506(b)(2)]
11. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for stream
stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life
passage. [15A NCAC 02H.0506(b)(2)]
12.The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings
submitted for approval. [15A NCAC 02H.0507(c)and 15A NCAC 02H.0506(b)(2)and(c)(2)]
13. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures
from the most current version of NCDOT Construction and Maintenance Activities manual such as
sandbags,rock berms,cofferdams and other diversion structures shall be used to prevent excavation in
flowing water. [15A NCAC 02H.0506(b)(3)and(c)(3)]
14.Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream. [15A NCAC
02H.0506(b)(3)]
15. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants,hydraulic fluids,or other toxic materials. [15A NCAC
02H.0506(b)(3)]

16.No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification.[15A NCAC 02H.0506(b)(3)]
17.Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited. [15A NCAC 02H.0506(b)(3)]
18.The permittee and its authorized agents shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water
Act)and any other appropriate requirements of State and Federal law. If the NCDWR determines that such
standards or laws are not being met(including the failure to sustain a designated or achieved use)or that State
or federal law is being violated, or that further conditions are necessary to assure compliance, the NCDWR
may reevaluate and modify this certification. [15A NCAC 02B.0200]
19.All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise
authorized by this certification. [I 5A NCAC 02H.0506(b)(2)]
20.A copy of this Water Quality Certification shall be maintained on the construction site at all times. In addition,
the Water Quality Certification and all subsequent modifications,if any,shall be maintained with the Division
Engineer and the on-site project manager. (I5A NCAC 02H .0507(c)and 15A NCAC 02H .0506(b)(2)and
(c)(2)]
21.The outside butler, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts
to areas within the fencing are prohibited unless otherwise authorized by this certification. [15A NCAC
02H.0501 and.0502]
22.The issuance of this certification does not exempt the Permittee from complying with any and all statutes,rules,
regulations,or ordinances that may be imposed by other government agencies (i.e. local, state, and federal)
having jurisdiction, including but not Iimited to applicable buffer rules, stormwater management rules, soil
erosion and sedimentation control requirements,etc.
23.The Pennittee shall report any violations of this certification to the Division of Water Resources within 24
hours of discovery.[15A NCAC 02B.0506(b)(2)]
24.Upon completion of the project (including any impacts at associated borrow or waste sites), the NCDOT
Division Engineer shall complete and return the enclosed "Certification of Completion Form" to notify the
NCDWR when all work included in the 401 Certification has been completed.[I SA NCAC 02H.0502(f)]
25.Native riparian vegetation must be reestablished in the riparian areas within the construction limits of the project
by the end of the growing season following completion of construction.[15A NCAC 0213.0231(ax6)]
26. There shall be no excavation from, or waste disposal into,jurisdictional wetlands or waters associated with
this permit without appropriate modification. Should waste or borrow sites,or access roads to waste or borrow
sites,be Iocated in wetlands or streams,compensatory mitigation will be required since that is a direct impact
from road construction activities.[15A NCAC 02H.0506(b)(3)and(c)(3)]
27.Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards(I5A NCAC 02H.0506(b)(3)and(c)(3]):
a. The erosion and sediment control measures for the project must be designed, installed,operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
b. The design,installation,operation,and maintenance of the sediment and erosion control measures
must be such that they equal,or exceed,the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated,and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.

d. The reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
28. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved
by this Certification. [15A NCAC 02H.0506(b)(3)and(cx3)]
If you wish to contest any statement in the attached Certification you must file a petition for an administrative
hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition
with the office of Administrative Hearings within sixty(60)days of receipt of this notice. A petition is considered
filed when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:OOam and 5:OOpm,except
for official state holidays. The original and one(1)copy of the petition must be filed with the Office of
Administrative Hearings.
The petition may be faxed-provided the original and one copy of the document is received by the Office of
Administrative Hearings within five(5)business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh,NC 27699-6714
Telephone:[phone], Facsimile:[phone]
A copy of the petition must also be served on DEQ as follows:
Mr. Sam M. Hayes,General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh,NC 27699-1601
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. If you
have any questions,please contact Joanne Steenhuis at(910)796-7306 or [e-mail].
Sincerely,
6{
Linda Culpepper, Interim Director
Division of Water Resources
Electronic copy only distribution:
Liz Hair,US Army Corps of Engineers, Wilmington Field Office
Jim Rerko, Division 6 Environmental Officer
Colin Mellor,NC Department of Transportation
Gordon Cashin,NC Department of Transportation
Chris Rivenbark,NC Department of Transportation
Gary Jordan,US Fish and Wildlife Service
Travis Wilson,NC Wildlife Resources Commission
Beth Harmon, Division of Mitigation Services
James Michel,Fayetteville Public Works Commission [e-mail])
Joanne Steenhuis,NC Division of Water Resources Wilmington Regional Office
File Copy

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
Environmental LINDA CULPEPPER
Quality Arr run Director
NCDWR Project No.: County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules,and
any subsequent modifications,the applicant is required to return this certificate to the 401 Transportation Permitting
Unit,Notch Carolina Division of Water Resources, 1617 Mail Service Center, Raleigh,NC,27699-1617. This form
may be returned to NCDWR by the applicant,the applicant's authorized agent,or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Cerd lcation
I, ,hereby state that,to the best of my abilities,due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules,the approved plans and
specifications,and other supporting materials.
Signature: _ Date:
Agent's Certification
1,_ ,hereby state that,to the best of my abilities,due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules,the approved plans and
specifications,and other supporting materials.
Signature: Date:
Engineer's Certification
Partial Final
1, as a duly registered Professional Engineer in the State of North
Carolina,having been authorized to observe(periodically,weekly,full time)the construction of the project for the
Permittee hereby state that,to the best of my abilities,due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules,the approved plans and specifications,and other supporting materials.
Signature Registration No.
Date
State of North Carolina I Environmental Quality
1617 Mail Service Center I Raleigh,North Carolina 27699-1617

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY GENERAL CERTIFICATION NO. 4086
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS
• NATIONWIDE PERMIT 12 (UTILITY LINE ACTIVITIES)
Water Quality Certification Number 4086 is issued in conformity with the requirements of
Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North
Carolina Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the discharge of fill
material to surface waters and wetland areas as described in 33 CFR 330 Appendix A (B) (12) of
the US Army Corps of Engineers regulations.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Effective date: March 19, 2017
Signed this day March 3, 2017
By
for S. Jay Zimmerman, P.G.
Director

GC4086
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Resources(DWR):
a) If any of the Conditions of this Certification (listed below)cannot be met; or
b) Any permanent fill into or modification of wetlands and/or waters; or
c) Total temporary impacts to streams greater than 500 feet; or
d) Any stream relocation or stream restoration; or
e) Any impacts to waters, or to wetlands adjacent to waters, designated as: ORW (including
SAV), HQW (including PNA), SA, WS-I, WS-II, Trout, or North Carolina or National Wild and
Scenic River; or
f) Any impacts to coastal wetlands [15A NCAC 07H .0205], or Unique Wetlands (UWL); or
g) Any impact associated with a Notice of Violation or an enforcement action for violation(s)
of NC Wetland Rules (15A NCAC 02H .0500), NC Isolated Wetland Rules (15A NCAC 02H
.1300), NC Surface Water or Wetland Standards (15A NCAC 02B .0200), or State
Regulated Riparian Buffer Rules (15A NCAC 02B .0200); or
h) Any impacts to subject water bodies and/or state regulated riparian buffers along subject
water bodies in the Neuse, Tar-Pamlico, or Catawba River Basins or in the Randleman
Lake, Jordan Lake or Goose Creek Watersheds (or any other basin or watershed with
State Regulated Riparian Area Protection Rules [Buffer Rules] in effect at the time of
application) unless:
i) The activities are listed as "EXEMPT" from these rules; or
ii) A Buffer Authorization Certificate is issued by the NC Division of Coastal
Management (DCM); or
iii) A Buffer Authorization Certificate or a Minor Variance is issued by a delegated or
designated local government implementing a state riparian buffer program
pursuant to 143-215.23.
Activities included in this General Certification that do not meet one of the thresholds listed above
do not require written approval.
I. ACTIVITY SPECIFIC CONDITIONS:
1. All sewer lines shall be designed, constructed and maintained in accordance with Title 15A
NCAC Chapter 02T.
2. Any utility construction corridor that is parallel to a stream or open water shall not be closer
than 10 feet to the top of bank or ordinary high water mark. Exceptions to this condition
require application to and written approval from DWR. [15A NCAC 02H .0506 (b)(4) and
(c)(4)]
3. Utility lines shall cross all stream channels at a near-perpendicular direction (i.e., between 75
degrees and 105 degrees to the stream bank). Exceptions to this condition require
application to and written approval from DWR. [15A NCAC 02H .0506 (b)(2) and (c)(2)]
Page 2 of 12

GC4086
4. Construction corridors in wetlands and across stream channels shall be minimized to the
maximum extent practicable and shall not exceed 50 feet wide for gas utility lines and 40
feet wide for all other utility lines. Exceptions to this condition require application to and
written approval from DWR. [15A NCAC 02H .0506 (b)(2) and (c)(2)]
For construction corridors in wetlands and across stream channels, stumps shall be grubbed
only as needed to install the utility and remaining stumps shall be cut off at grade level. The
general stripping of topsoil within wetlands along the construction corridor is not permitted.
5. Permanent maintained access corridors in wetlands and across stream channels shall be
restricted to the minimum width practicable and-shall not exceed 30 feet wide for gas utility
lines and 20 feet wide for all other utility lines except at manhole locations. 15-foot by 15-
foot perpendicular vehicle turnarounds shall be allowed in access corridors but must be
spaced at least 500 feet apart. Exceptions to this condition require application to and
written approval from DWR. [15A NCAC 02H .0506 (b)(2) and (c)(2)]
6. For all utility lines constructed within wetlands, an anti-seep collar shall be placed at the
downstream (utility line gradient) wetland boundary and every 150 feet up the gradient until
the utility exits the wetland. Anti-seep collars may be constructed with class B concrete,
compacted clay, PVC pipe, or metal collars. Wetland crossings that are directionally drilled,
and perpendicular wetland crossings that are open cut and less than 150 feet long do not
require anti-seep collars. The compacted clay shall have a specific infiltration of 1 X 10-s
cm/sec or less. A section and plan view diagram is attached for the anti-seep collars. [15A
NCAC 02H .0506 (b)(4) and (c)(4)]
The following specifications shall apply to class B concrete:
a. Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0
b. Minimum cement content, sacks per cubic yard with angular course aggregate 5.5
c. Maximum water-cement ratio gallons per sack 6.8
d. Slump range 2" to 4"
e. Minimum strength - 28 day psi 2,500
7. The applicant shall have a specific plan for restoring wetland contours. Any excess material
will be removed to a high ground disposal area. [15A NCAC 02H .0506 (b)(2) and (c)(2)]
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be
minimized to the greatest extent practical. During excavation, the soils shall be placed on
fabric to minimize impacts whenever possible. Topsoil excavated from utility trenches will be
piled separately from subsoils and will be backfilled into the trench only after the subsoils
have been placed and compacted.
Page 3 of 12

GC4086
8. For the North Carolina Department of Transportation, compliance with the NCDOT's
individual NPDES permit NCS000250 shall serve to satisfy this condition. For all other utility
line and associated facilities projects that disturb one acre or more of land (including a
project that disturbs less than one acre of land that is part of a larger common plan of
development or sale); have permanent wetland, stream, or open water impacts; and are
proposing new built-upon area shall comply with the following requirements: [15A NCAC 02H
.0506(b)(5) and (c)(5)]
a. Stormwater management shall be provided throughout the entire project area in
accordance with 15A NCAC 02H .1003. For the purposes of 15A NCAC 02H .1003(2)(a),
density thresholds shall be determined in accordance with 15A NCAC 02H .1017.
b. Projects that have vested rights, exemptions, or grandfathering from state or locally-
implemented stormwater programs do not satisfy this condition. Projects that satisfy
state or locally-implemented stormwater programs through use of community in-lieu
programs do not satisfy this condition.
c. Projects that require written authorization from DWR shall submit the following with
their application for review and approval:
i. For projects that have a stormwater management plan (SMP) reviewed under a state
stormwater program' or a state-approved local government stormwater program'
shall submit plans that show the location and approximate size of all proposed
stormwater measures;
ii. All other low density projects not covered above shall submit a completed low
density supplement form with all required items; and
iii. All other high density projects not covered above shall submit a completed SMP,
including all appropriate stormwater control measure (SCM) supplemental forms and
associated items, that complies with the high density development requirements of
15A NCAC 02H .1003.
d. Projects that do not require written approval from DWR shall obtain approval of the SMP,
when required, before any impacts authorized by this Certification occur.
e. SMPs approved by DWR may be phased on a case-by-case basis. SMPs for each future
phase must be approved before construction of that phase commences. Approved SMPs
may not be modified without prior written authorization from DWR.
1 e.g.Coastal Counties, HQW, ORW,or state-implemented Phase II NPDES
2 e.g. Delegated Phase II NPDES,Water Supply Watershed, Nutrient-Sensitive Waters,or Universal Stormwater
Management Program
Page 4 of 12

GC4086
II. GENERAL CONDITIONS:
1. When written authorization is required, the plans and specifications for the project are
incorporated into the authorization by reference and are an enforceable part of the
Certification. Any modifications to the project require notification to DWR and may require an
application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .0502]
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the
footprint of the impacts (including temporary impacts) as authorized in the written approval
from DWR; or beyond the thresholds established for use of this Certification without written
authorization. [15A NCAC 02H .0501 and .0502]
No removal of vegetation or other impacts of any kind shall occur to state regulated riparian
buffers beyond the footprint of impacts approved in a Buffer Authorization or Variance or as
listed as an exempt activity in the applicable riparian buffer rules. [15A NCAC 02B .02001
3. In accordance with 15A NCAC 02H .0506(h), compensatory mitigation may be required for
losses of greater than 150 linear feet of streams and/or greater than one (1) acre of
wetlands. Impacts to isolated and other non-404 jurisdictional wetlands shall not be
combined with 404 jurisdictional wetlands for the purpose of determining when impact
thresholds trigger a mitigation requirement. For linear publicly owned and maintained
transportation projects that are not determined to be part of a larger common plan of
development by the US Army Corps of Engineers, compensatory mitigation may be required
for losses of greater than 150 linear feet per stream.
Compensatory stream and/or wetland mitigation shall be proposed and completed in
compliance with G.S. 143-214.11. For applicants proposing to conduct mitigation within a
project site, a complete mitigation proposal developed in accordance with the most recent
guidance issued by the US Army Corps of Engineers Wilmington District shall be submitted
for review and approval with the application for impacts.
4. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules
in Chapter 2 of Title 15A.
5. When applicable, all construction activities shall be performed and maintained in full
compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973).
Regardless of applicability of the Sediment and Pollution Control Act, all projects shall
incorporate appropriate Best Management Practices for the control of sediment and erosion
so that no violations of state water quality standards, statutes, or rules occur. [15A NCAC
02H .0506 (b)(3) and (c)(3) and 15A NCAC 02B .0200]
Design, installation, operation, and maintenance of all sediment and erosion control
measures shall be equal to or exceed the requirements specified in the most recent version
of the North Carolina Sediment and Erosion Control Manual, or for linear transportation
projects, the NCDOT Sediment and Erosion Control Manual.
Page 5 of 12

GC4086
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor-owned or leased borrow pits associated with the project.
Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual. Reclamation measures and implementation shall comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution Control Act
and the Mining Act of 1971.
If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA,
WS-I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the
sedimentation and erosion control designs shall comply with the requirements set forth in
15A NCAC 04B .0124, Design Standards in Sensitive Watersheds.
6. Sediment and erosion control measures shall not be placed in wetlands or waters except
within the footprint of temporary or permanent impacts authorized under this Certification.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0501 and .0502]
7. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used
along streambanks or within wetlands. Exceptions to this condition require application to
and written approval from DWR. [15A NCAC 02B .0201]
8. An NPDES Construction Stormwater Permit (NCG010000) is required for construction
projects that disturb one (1) or more acres of land. The NCG010000 Permit allows
stormwater to be discharged during land disturbing construction activities as stipulated in
the conditions of the permit. If the project is covered by this permit, full compliance with
permit conditions including the erosion & sedimentation control plan, inspections and
maintenance, self-monitoring, record keeping and reporting requirements is required. [15A
NCAC 02H .0506(b)(5) and (c)(5)]
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent
version of their individual NPDES (NCS000250) stormwater permit. [15A NCAC 02H
.0506(b)(5) and (c)(5)]
9. All work in or adjacent to streams shall be conducted so that the flowing stream does not
come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams,
and other diversion structures shall be used to minimize excavation in flowing water.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0506(b)(3) and (c)(3)]
Page 6 of 12

GC4086
10. If activities must occur during periods of high biological activity (e.g. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of
other state or federal agencies and coordinated with these activities. [15A NCAC 02H .0506
(b)(2) and 15A NCAC 04B .0125]
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) shall be implemented. Exceptions to this
condition require written approval by the resource agency responsible for the given
moratorium. A copy of the approval from the resource agency shall be forwarded to DWR.
Work within a designated trout watershed of North Carolina (as identified by the Wilmington
District of the US Army Corps of Engineers), or identified state or federal endangered or
threatened species habitat, shall be coordinated with the appropriate WRC, USFWS, NMFS,
and/or DMF personnel.
11. Culverts shall be designed and installed in such a manner that the original stream profiles are
not altered and allow for aquatic life movement during low flows. The dimension, pattern,
and profile of the stream above and below a pipe or culvert shall not be modified by
widening the stream channel or by reducing the depth of the stream in connection with the
construction activity. The width, height, and gradient of a proposed culvert shall be such as
to pass the average historical low flow and spring flow without adversely altering flow
velocity. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the
culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low
flow passage of water and aquatic life.
If multiple pipes or barrels are required, they shall be designed to mimic the existing stream
cross section as closely as possible including pipes or barrels at flood plain elevation and/or
sills where appropriate. Widening the stream channel shall be avoided.
When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is not
required, provided that all alternative options for flattening the slope have been investigated
and aquatic life movement/connectivity has been provided when possible (e.g. rock ladders,
cross vanes, etc.). Notification, including supporting documentation to include a location
map of the culvert, culvert profile drawings, and slope calculations, shall be provided to DWR
60 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required provided that
there is sufficient documentation of the presence of bedrock. Notification, including
supporting documentation such as a location map of the culvert, geotechnical reports,
photographs, etc. shall be provided to DWR a minimum of 60 calendar days prior to the
installation of the culvert. If bedrock is discovered during construction, then DWR shall be
notified by phone or email within 24 hours of discovery.
Page 7 of 12

GC4086
If other site-specific topographic constraints preclude the ability to bury the culverts as
described above and/or it can be demonstrated that burying the culvert would result in
destabilization of the channel, then exceptions to this condition require application to and
written approval from DWR.
Installation of culverts in wetlands shall ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. When roadways,
causeways, or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges shall be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization
techniques shall be used where practicable instead of rip-rap or other bank hardening
methods.
12. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed
across the bridge and pre-treated through site-appropriate means to the maximum extent
practicable (e.g. grassed swales, pre-formed scour holes, vegetated buffers, etc.) before
entering the stream. Exceptions to this condition require application to and written approval
from DWR. [15A NCAC 02H .0506(b)(5)]
13. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian
areas and/or wetlands shall be conducted at agronomic rates and shall comply with all other
Federal, State and Local regulations. Fertilizer application shall be accomplished in a manner
that minimizes the risk of contact between the fertilizer and surface waters. [15A NCAC 02B
.0200 and 15A NCAC 02B .0231]
14. If concrete is used during construction, then all necessary measures shall be taken to prevent
direct contact between uncured or curing concrete and waters of the state. Water that
inadvertently contacts uncured concrete shall not be discharged to waters of the state. [15A
NCAC 02B .0200]
15. All proposed and approved temporary fill and culverts shall be removed and the impacted
area shall be returned to natural conditions within 60 calendar days after the temporary
impact is no longer necessary. The impacted areas shall be restored to original grade,
including each stream's original cross sectional dimensions, planform pattern, and
longitudinal bed profile. For projects that receive written approval, no temporary impacts
are allowed beyond those included in the application and authorization. All temporarily
impacted sites shall be restored and stabilized with native vegetation. [15A NCAC 02H
.0506(b)(2) and (c)(2)]
Page 8 of 12

GC4086
16. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion
Control Planning and Design Manual or the North Carolina Surface Mining Manual or the
North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during
use of this Certification. [15A NCAC 02H .0506(b)(2) and (c)(2)]
17. Any rip-rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip-rap shall be placed such that the original stream elevation and
streambank contours are restored and maintained. Placement of rip-rap or other approved
materials shall not result in de-stabilization of the stream bed or banks upstream or
downstream of the area or in a manner that precludes aquatic life passage. [15A NCAC 02H
.0506(b)(2)]
18. Any rip-rap used for stream or shoreline stabilization shall be of a size and density to prevent
movement by wave, current action, or stream flows and shall consist of clean rock or
masonry material free of debris or toxic pollutants. Rip-rap shall not be installed in the
streambed except in specific areas required for velocity control and to ensure structural
integrity of bank stabilization measures. [15A NCAC 02H .0506(b)(2)]
19. Applications for rip-rap groins proposed in accordance with 15A NCAC 07H .1401 (NC
Division of Coastal Management General Permit for construction of Wooden and Rip-rap
Groins in Estuarine and Public Trust Waters) shall meet all the specific conditions for design
and construction specified in 15A NCAC 07H .1405.
20. All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids,
or other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication and
general equipment maintenance shall not take place within 50 feet of a waterbody or
wetlands to prevent contamination by fuels and oils. [15A NCAC 02H .0506(b)(3) and (c)(3)
and 15A NCAC 026 .0211 (12)]
21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be
taken to minimize soil disturbance. [15A NCAC 02H .0506(b)(3) and (c)(3)]
22. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25 gallons
or more; any spill regardless of amount that causes a sheen on surface waters; any
petroleum spill regardless of amount occurring within 100 feet of surface waters; and any
petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours.
Page 9 of 12

GC4086
23. If an environmental document is required under the State Environmental Policy Act (SEPA),
then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or
Record of Decision (ROD) is issued by the State Clearinghouse. If an environmental document
is required under the National Environmental Policy Act (NEPA), then this General
Certification is not valid until a Categorical Exclusion, the Final Environmental Assessment, or
Final Environmental Impact Statement is published by the lead agency. [15A NCAC 01C
.0107(a)]
24. This General Certification does not relieve the applicant of the responsibility to obtain all
other required Federal, State, or Local approvals before proceeding with the project,
including those required by, but not limited to, Sediment and Erosion Control, Non-
Discharge, Water Supply Watershed, and Trout Buffer regulations.
25. The applicant and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance
with §303(d) of the Clean Water Act), and any other appropriate requirements of State and
Federal Law. If DWR determines that such standards or laws are not being met, including
failure to sustain a designated or achieved use, or that State or Federal law is being violated,
or that further conditions are necessary to assure compliance, then DWR may revoke or
modifX a written authorization associated with this General Water Quality Certification. [15A
NCAC 02H .0507(d)]
26. When written authorization is required for use of this Certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return a certificate of completion (available on the DWR
website: https://edocs.deg.nc.goy/Forms/Certificate-of-Completion). [15A NCAC 02H
.0502(f)]
27. Additional site-specific conditions, including monitoring and/or modeling requirements, may
be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards. [15A NCAC 02H .0507(c)]
28. If the property or project is sold or transferred, the new Permittee shall be given a copy of
this Certification (and written authorization if applicable) and is responsible for complying
with all conditions. [15A NCAC 02H .0501 and .0502]
III. GENERAL CERTIFICATION ADMINISTRATION:
1. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401
Water Quality General Certification must include the appropriate fee. An applicant for a
CAMA permit under Article 7 of Chapter 113A of the General Statutes for which a Water
Quality Certification is required shall only make one payment to satisfy both agencies; the fee
shall be as established by the Secretary in accordance with 143-215.3D(e)(7).
Page 10 of 12

GC4086
2. This Certification neither grants nor affirms any property right, license, or privilege in any
waters, or any right of use in any waters. This Certification does not authorize any person to
interfere with the riparian rights, littoral rights, or water use rights of any other person and
this Certification does not create any prescriptive right or any right of priority regarding any
usage of water. This Certification shall not be interposed as a defense in any action
respecting the determination of riparian or littoral rights or other rights to water use. No
consumptive user is deemed by virtue of this Certification to possess any prescriptive or
other right of priority with respect to any other consumptive user regardless of the quantity
of the withdrawal or the date on which the withdrawal was initiated or expanded.
3. This Certification grants permission to the Director, an authorized representative of the
Director, or DWR staff, upon the presentation of proper credentials, to enter the property
during normal business hours. [15A NCAC 02H .0502(e)]
4. This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide Permit and/or Regional General Permit. The conditions in effect
on the date of issuance of Certification for a specific project shall remain in effect for the life
of the project, regardless of the expiration date of this Certification. This General
Certification is rescinded when the US Army Corps of Engineers reauthorizes any of the
corresponding Nationwide Permits and/or Regional General Permits or when deemed
appropriate by the Director of the Division of Water Resources.
5. Non-compliance with or violation of the conditions herein set forth by a specific project may
result in revocation of this General Certification for the project and may also result in
criminal and/or civil penalties.
6. The Director of the North Carolina Division of Water Resources may require submission of a
formal application for Individual Certification for any project in this category of activity if it is
determined that the project is likely to have a significant adverse effect upon water quality,
including state or federally listed endangered or threatened aquatic species, or degrade the
waters so that existing uses of the water or downstream waters are precluded.
7. Public hearings may be held prior to a Certification decision if deemed in the public's best
interest by the Director of the North Carolina Division of Water Resources.
History Note: Water Quality Certification (WQC) Number 4806 issued March 3, 2017 replaces
WQC 3884 issued March 19, 2012; WQC Number 3819 issued March 19, 2010; WQC Number
3699 issued November 1, 2007; WQC Number 3625 issued March 19, 2007, WQC Number 3374
issued March 18, 2002; WQC Number 3288 issued June 1, 2000; WQC Number 3101 issued
February 11, 1997; WQC Number 3022 issued September 6, 1995, WQC Number 2664 issued
January 21, 1992.
Page 11 of 12

GC4086
ANTI -SEEP COLLAR
am I
r 18 ---- �
I inches I
I Utility Line
I I (Diameter Varies)
1 foot I I Class B Concrete
1 or Compacted Clay
t
6 inches renct� Wtdth 6 inches
---► �—
Not to exceed 40 feet
SECTION
Class B Concrete
or Compacted Clay
12
inches
6 inched ; ,,,6 inches
PLAN
Page 12 of 12

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY GENERAL CERTIFICATION NO. 4088
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS
• NATIONWIDE PERMIT NUMBER 14(LINEAR TRANSPORTATION PROJECTS),AND
• REGIONAL GENERAL PERMIT 198200031 (NCDOT BRIDGES, WIDENING PROJECTS,
INTERCHANGE (IMPROVEMENTS)
Water Quality Certification Number 4088 is issued in conformity with the requirements of
Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North
Carolina Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the discharge of fill
material to surface waters and wetland areas as described in 33 CFR 330 Appendix A (B) (14) of
the US Army Corps of Engineers regulations and Regional General Permit 198200031.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Effective date: March 19, 2017
Signed this day March 3, 2017
By
for S. Jay Zimmerman, P.G.
Director

GC4088
Activities meeting any one (1) of the following thresholds or circumstances require written
approva for a 401 Water Quality Certification from the Division of Water Resources(DWR):
a) If any of the conditions of this Certification (listed below)cannot be met; or
b) Any temporary or permanent impacts to wetlands, open waters and/or streams, except
for construction of a driveway to a single family residential lot that are not determined to
be part of a larger common plan of development as long as the driveway involves less
than 25 feet of total stream impacts, including any in-stream stabilization needed for the
crossing; or
c) Any stream relocation or stream restoration; or
d) Any high density project, as defined in 15A NCAC 02H .1003(2)(a) and by the density
thresholds specified in 15A NCAC 02H .1017, which does not have a stormwater
management plan reviewed and approved under a state stormwater program' or a state-
approved local government stormwater programz. Projects that have vested rights,
exemptions, or grandfathering from state or locally-implemented stormwater programs
and projects that satisfy state or locally-implemented stormwater programs through use
of community in-lieu programs require written approval; or
e) Any impacts to waters, or to wetlands adjacent to waters, designated as: ORW (including
SAV), HQW (including PNA), SA, WS-I, WS-II, Trout, or North Carolina or National Wild and
Scenic River; or
f) Any impacts to coastal wetlands [15A NCAC 07H .0205], or Unique Wetlands (UWL); or
g) Any impact associated with a Notice of Violation or an enforcement action for violation(s)
of NC Wetland Rules (15A NCAC 02H .0500), NC Isolated Wetland Rules (15A NCAC 02H
.1300), NC Surface Water or Wetland Standards (15A NCAC 02B .0200), or State
Regulated Riparian Buffer Rules (15A NCAC 02B .0200); or
h) Any impacts to subject water bodies and/or state regulated riparian buffers along subject
water bodies in the Neuse, Tar-Pamlico, or Catawba River Basins or in the Randleman
Lake, Jordan Lake or Goose Creek Watersheds (or any other basin or watershed with
State Regulated Riparian Area Protection Rules [Buffer Rules] in effect at the time of
application) unless:
i) The activities are listed as "EXEMPT" from these rules; or
ii) A Buffer Authorization Certificate is issued by the NC Division of Coastal
Management (DCM); or
iii) A Buffer Authorization Certificate or a Minor Variance is issued by a delegated or
designated local government implementing a state riparian buffer program
pursuant to 143-215.23
Activities included in this General Certification that do not meet one of the thresholds listed above
do not require written approval.
'e.g.Coastal Counties,HQW,ORW, or state-implemented Phase II NPDES
z e.g.Delegated Phase II NPDES,Water Supply Watershed, Nutrient-Sensitive Waters,or Universal Stormwater
Management Program
Page 2 of 11

GC4088
I. ACTIVITY SPECIFIC CONDITIONS:
1. If this Water Quality Certification is used to access residential, commercial or industrial
building sites, then all parcels owned by the applicant that are part of the single and
complete project authorized by this Certification must be buildable without additional
impacts to streams or wetlands. If required in writing by DWR, the applicant shall provide
evidence that the parcels are buildable without requiring additional impacts to wetlands,
waters, or state regulated riparian buffers. [15A NCAC 02H .0506(b)(4) and (c)(4)]
2. For road and driveway construction purposes, this Certification shall only be utilized from
natural high ground to natural high ground. [15A NCAC 02H .0506(b)(2) and (c)(2)]
3. Deed notifications or similar mechanisms shall be placed on all lots with retained
jurisdictional wetlands, waters, and state regulated riparian buffers within the project
boundaries in order to assure compliance with NC Wetland Rules (15A NCAC 02H .0500), NC
Isolated Wetland Rules (15A NCAC 02H .1300), and/or State Regulated Riparian Buffer Rules
(15A NCAC 02B .0200). These mechanisms shall be put in place at the time of recording of
the property or individual parcels, whichever is appropriate. [15A NCAC 02H .0506(b)(4) and
(c)(4)]
4. For the North Carolina Department of Transportation, compliance with the NCDOT's
individual NPDES permit NCS000250 shall serve to satisfy this condition. For all other
projects that disturb one acre or more of land (including a project that disturbs less than one
acre of land that is part of a larger common plan of development or sale); have permanent
wetland, stream, or open water impacts; and are proposing new built-upon area shall comply
with the following requirements: [15A NCAC 02H .0506(b)(5) and (c)(5)]
a. Stormwater management shall be provided throughout the entire project area in
accordance with 15A NCAC 02H .1003. For the purposes of 15A NCAC 02H .1003(2)(a),
density thresholds shall be determined in accordance with 15A NCAC 02H .1017.
b. Projects that have vested rights, exemptions, or grandfathering from state or locally-
implemented stormwater programs do not satisfy this condition. Projects that satisfy
state or locally-implemented stormwater programs through use of community in-lieu
programs do not satisfy this condition.
c. Projects that require written authorization from DWR shall submit the following with
their application for review and approval:
i. For projects that have a stormwater management plan (SMP) reviewed under a state
stormwater program' or a state-approved local government stormwater program'
shall submit plans that show the location and approximate size of all proposed
stormwater measures;
'e.g.Coastal Counties, HQW,ORW,or state-implemented Phase II NPDES
2 e.g. Delegated Phase II NPDES,Water Supply Watershed,Nutrient-Sensitive Waters,or Universal Stormwater
Management Program
Page 3 of 11

GC4O88
ii. All other low density projects not covered above shall submit a completed low
density supplement form with all required items; and
iii. All other high density projects not covered above shall submit a completed SMP,
including all appropriate stormwater control measure (SCM) supplemental forms and
associated items, that complies with the high density development requirements of
15A NCAC 02H .1003.
d. Projects that do not require written approval from DWR shall obtain approval of the SMP,
when required, before any impacts authorized by this Certification occur.
e. SMPs approved by DWR may be phased on a case-by-case basis. SMPs for each future
phase must be approved before construction of that phase commences. Approved SMPs
may not be modified without prior written authorization from DWR.
II. GENERAL CONDITIONS:
1. When written authorization is required, the plans and specifications for the project are
incorporated into the authorization by reference and are an enforceable part of the
Certification. Any modifications to the project require notification to DWR and may require an
application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .0502]
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the
footprint of the impacts (including temporary impacts) as authorized in the written approval
from DWR; or beyond the thresholds established for use of this Certification without written
authorization. [15A NCAC 02H .0501 and .0502]
No removal of vegetation or other impacts of any kind shall occur to state regulated riparian
buffers beyond the footprint of impacts approved in a Buffer Authorization or Variance or as
listed as an exempt activity in the applicable riparian buffer rules. [15A NCAC 02B .0200]
3. In accordance with 15A NCAC 02H .0506(h), compensatory mitigation may be required for
losses of greater than 150 linear feet of streams and/or greater than one (1) acre of
wetlands. Impacts to isolated and other non-404 jurisdictional wetlands shall not be
combined with 404 jurisdictional wetlands for the purpose of determining when impact
thresholds trigger a mitigation requirement. For linear publicly owned and maintained
transportation projects that are not determined to be part of a larger common plan of
development by the US Army Corps of Engineers, compensatory mitigation may be required
for losses of greater than 150 linear feet per stream.
Compensatory stream and/or wetland mitigation shall be proposed and completed in
compliance with G.S. 143-214.11. For applicants proposing to conduct mitigation within a
project site, a complete mitigation proposal developed in accordance with the most recent
guidance issued by the US Army Corps of Engineers Wilmington District shall be submitted
for review and approval with the application for impacts.
Page 4 of 11

GC4088
4. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules
in Chapter 2 of Title 15A.
5. When applicable, all construction activities shall be performed and maintained in full
compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973).
Regardless of applicability of the Sediment and Pollution Control Act, all projects shall
incorporate appropriate Best Management Practices for the control of sediment and erosion
so that no violations of state water quality standards, statutes, or rules occur. [15A NCAC
02H .0506(b)(3) and (c)(3) and 15A NCAC 02B .0200]
Design, installation, operation, and maintenance of all sediment and erosion control
measures shall be equal to or exceed the requirements specified in the most recent version
of the North Carolina Sediment and Erosion Control Manual, or for linear transportation
projects, the NCDOT Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor-owned or leased borrow pits associated with the project.
Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual. Reclamation measures and implementation shall comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution Control Act
and the Mining Act of 1971.
If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA,
WS-I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the
sedimentation and erosion control designs shall comply with the requirements set forth in
15A NCAC 04B .0124, Design Standards in Sensitive Watersheds.
6. Sediment and erosion control measures shall not be placed in wetlands or waters except
within the footprint of temporary or permanent impacts authorized under this Certification.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0501 and .0502]
7. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used
along streambanks or within wetlands. Exceptions to this condition require application to
and written approval from DWR. [15A NCAC 02B .0201]
Page 5 of 11

GC4088
8. An NPDES Construction Stormwater Permit (NCG010000) is required for construction
projects that disturb one (1) or more acres of land. The NCG010000 Permit allows
stormwater to be discharged during land disturbing construction activities as stipulated in
the conditions of the permit. If the project is covered by this permit, full compliance with
permit conditions including the erosion & sedimentation control plan, inspections and
maintenance, self-monitoring, record keeping and reporting requirements is required. [15A
NCAC 02H .0506(b)(5) and (c)(5)]
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent
version of their individual NPDES (NCS000250) stormwater permit. [15A NCAC 02H
.0506(b)(5) and (c)(5)]
9. All work in or adjacent to streams shall be conducted so that the flowing stream does not
come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams,
and other diversion structures shall be used to minimize excavation in flowing water.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0506(b)(3) and (c)(3)]
10. If activities must occur during periods of high biological activity (e.g. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of
other state or federal agencies and coordinated with these activities. [15A NCAC 02H .0506
(b)(2) and 15A NCAC 04B .0125]
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) shall be implemented. Exceptions to this
condition require written approval by the resource agency responsible for the given
moratorium. A copy of the approval from the resource agency shall be forwarded to DWR.
Work within a designated trout watershed of North Carolina (as identified by the Wilmington
District of the US Army Corps of Engineers), or identified state or federal endangered or
threatened species habitat, shall be coordinated with the appropriate WRC, USFWS, NMFS,
and/or DMF personnel.
11. Culverts shall be designed and installed in such a manner that the original stream profiles are
not altered and allow for aquatic life movement during low flows. The dimension, pattern,
and profile of the stream above and below a pipe or culvert shall not be modified by
widening the stream channel or by reducing the depth of the stream in connection with the
construction activity. The width, height, and gradient of a proposed culvert shall be such as
to pass the average historical low flow and spring flow without adversely altering flow
velocity. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Page 6 of 11

GC4088
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the
culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low
flow passage of water and aquatic life.
If multiple pipes or barrels are required, they shall be designed to mimic the existing stream
cross section as closely as possible including pipes or barrels at flood plain elevation and/or
sills where appropriate. Widening the stream channel shall be avoided.
When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is not
required, provided that all alternative options for flattening the slope have been investigated
and aquatic life movement/connectivity has been provided when possible (e.g. rock ladders,
cross vanes, etc.). Notification, including supporting documentation to include a location
map of the culvert, culvert profile drawings, and slope calculations, shall be provided to DWR
60 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required provided that
there is sufficient documentation of the presence of bedrock. Notification, including
supporting documentation such as, a location map of the culvert, geotechnical reports,
photographs, etc. shall be provided to DWR a minimum of 60 calendar days prior to the
installation of the culvert. If bedrock is discovered during construction, then DWR shall be
notified by phone or email within 24 hours of discovery.
If other site-specific topographic constraints preclude the ability to bury the culverts as
described above and/or it can be demonstrated that burying the culvert would result in
destabilization of the channel, then exceptions to this condition require application to and
written approval from DWR.
Installation of culverts in wetlands shall ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. When roadways,
causeways, or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges shall be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization
techniques shall be used where practicable instead of rip-rap or other bank hardening
methods.
12. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed
across the bridge and pre-treated through site-appropriate means to the maximum extent
practicable (e.g. grassed swales, pre-formed scour holes, vegetated buffers, etc.) before
entering the stream. Exceptions to this condition require application to and written approval
from DWR. [15A NCAC 02H .0506(b)(5)]
Page 7 of 11

GC4088
13. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian
areas and/or wetlands shall be conducted at agronomic rates and shall comply with all other
Federal, State and Local regulations. Fertilizer application shall be accomplished in a manner
that minimizes the risk of contact between the fertilizer and surface waters. [15A NCAC 02B
.0200 and 15A NCAC 02B .0231]
14. If concrete is used during construction, then all necessary measures shall be taken to prevent
direct contact between uncured or curing concrete and waters of the state. Water that
inadvertently contacts uncured concrete shall not be discharged to waters of the state. [15A
NCAC 02B .0200]
15. All proposed and approved temporary fill and culverts shall be removed and the impacted
area shall be returned to natural conditions within 60 calendar days after the temporary
impact is no longer necessary. The impacted areas shall be restored to original grade,
including each stream's original cross sectional dimensions, planform pattern, and
longitudinal bed profile. For projects that receive written approval, no temporary impacts
are allowed beyond those included in the application and authorization, All temporarily
impacted sites shall be restored and stabilized with native vegetation. [15A NCAC 02H
.0506(b)(2) and (c)(2)]
16. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion
Control Planning and Design Manual or the North Carolina Surface Mining Manual or the
North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during
use of this Certification. [15A NCAC 02H .0506(b)(2) and (c)(2)]
17. Any rip-rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip-rap shall be placed such that the original stream elevation and
streambank contours are restored and maintained. Placement of rip-rap or other approved
materials shall not result in de-stabilization of the stream bed or banks upstream or
downstream of the area or in a manner that precludes aquatic life passage. [15A NCAC 02H
.0506(b)(2)]
18. Any rip-rap used for stream or shoreline stabilization shall be of a size and density to prevent
movement by wave, current action, or stream flows and shall consist of clean rock or
masonry material free of debris or toxic pollutants. Rip-rap shall not be installed in the
streambed except in specific areas required for velocity control and to ensure structural
integrity of bank stabilization measures. [15A NCAC 02H .0506(b)(2)]
19. Applications for rip-rap groins proposed in accordance with 15A NCAC 07H .1401 (NC
Division of Coastal Management General Permit for construction of Wooden and Rip-rap
Groins in Estuarine and Public Trust Waters) shall meet all the specific conditions for design
and construction specified in 15A NCAC 07H .1405.
Page 8 of 11

GC4O88
20. All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids,
or other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication and
general equipment maintenance shall not take place within 50 feet of a waterbody or
wetlands to prevent contamination by fuels and oils. [15A NCAC 02H .0506(b)(3) and (c)(3)
and 15A NCAC 02B .0211 (12)]
21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be
taken to minimize soil disturbance. [15A NCAC 02H .0506(b)(3) and (c)(3)]
22. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25 gallons
or more; any spill regardless of amount that causes a sheen on surface waters; any
petroleum spill regardless of amount occurring within 100 feet of surface waters; and any
petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours.
23. If an environmental document is required under the State Environmental Policy Act (SEPA),
then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or
Record of Decision (ROD) is issued by the State Clearinghouse. If an environmental document
is required under the National Environmental Policy Act (NEPA), then this General
Certification is not valid until a Categorical Exclusion, the Final Environmental Assessment, or
Final Environmental Impact Statement is published by the lead agency. [15A NCAC 01C
.0107(a)]
24. This General Certification does not relieve the applicant of the responsibility to obtain all
other required Federal, State, or Local approvals before proceeding with the project,
including those required by, but not limited to, Sediment and Erosion Control, Non-
Discharge, Water Supply Watershed, and Trout Buffer regulations.
25. The applicant and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance
with §303(d) of the Clean Water Act), and any other appropriate requirements of State and
Federal Law. If DWR determines that such standards or laws are not being met, including
failure to sustain a designated or achieved use, or that State or Federal law is being violated,
or that further conditions are necessary to assure compliance, then DWR may revoke or
modify a written authorization associated with this General Water Quality Certification. [15A
NCAC 02H .0507(d)]
26. When written authorization is required for use of this Certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return a certificate of completion (available on the DWR
website htt s: edocs.deg.nc.goy/Forms/Certificate-of-Completion), [15A NCAC 02H
.0502(f)]
Page 9 of 11

GC4O88
27. Additional site-specific conditions, including monitoring and/or modeling requirements, may
be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards. [15A NCAC 02H .0507(c)]
28. If the property or project is sold or transferred, the new Permittee shall be given a copy of
this Certification (and written authorization if applicable) and is responsible for complying
with all conditions. [15A NCAC 02H .0501 and .0502]
III. GENERAL CERTIFICATION ADMINISTRATION:
1. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401
Water Quality General Certification must include the appropriate fee. An applicant for a
CAMA permit under Article 7 of Chapter 113A of the General Statutes for which a Water
Quality Certification is required shall only make one payment to satisfy both agencies; the fee
shall be as established by the Secretary in accordance with 143-215.3D(e)(7).
2. This Certification neither grants nor affirms any property right, license, or privilege in any
waters, or any right of use in any waters. This Certification does not authorize any person to
interfere with the riparian rights, littoral rights, or water use rights of any other person and
this Certification does not create any prescriptive right or any right of priority regarding any
usage of water. This Certification shall not be interposed as a defense in any action
respecting the determination of riparian or littoral rights or other rights to water use. No
consumptive user is deemed by virtue of this Certification to possess any prescriptive or
other right of priority with respect to any other consumptive user regardless of the quantity
of the withdrawal or the date on which the withdrawal was initiated or expanded.
3. This Certification grants permission to the Director, an authorized representative of the
Director, or DWR staff, upon the presentation of proper credentials, to enter the property
during normal business hours. [15A NCAC 02H .0502(e)]
4. This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide Permit and/or Regional General Permit. The conditions in effect
on the date of issuance of Certification for a specific project shall remain in effect for the life
of the project, regardless of the expiration date of this Certification. This General
Certification is rescinded when the US Army Corps of Engineers reauthorizes any of the
corresponding Nationwide Permits and/or Regional General Permits or when deemed
appropriate by the Director of the Division of Water Resources.
5. Non-compliance with or violation of the conditions herein set forth by a specific project may
result in revocation of this General Certification for the project and may also result in
criminal and/or civil penalties.
Page 10 of 11

GC4088
6. The Director of the North Carolina Division of Water Resources may require submission of a
formal application for Individual Certification for any project in this category of activity if it is
determined that the project is likely to have a significant adverse effect upon water quality,
including state or federally listed endangered or threatened aquatic species, or degrade the
waters so that existing uses of the water or downstream waters are precluded.
7. Public hearings may be held prior to a Certification decision if deemed in the public's best
interest by the Director of the North Carolina Division of Water Resources.
History Note: Water Quality Certification (WQC) Number 4088 issued March 3, 2017 replaces
WQC 3886 issued March 12, 2012; WQC Number 3820 issued April 6, 2010, WQC Number 3627
issued March 2007, WQC Number 3404 issued March 2003, WQC Number 3375 issued March 18,
2002; WQC Number 3289 issued June 1, 2000; WQC Number 3103 issued February 11, 1997;
WQC Number 2732 issued May 1, 1992; WQC Number 2666 issued January 21, 1992; WQC
Number 2177 issued November 5, 1987,
Page 11 of 11

See Sheet 1-A For Index of Sheets °�° °�° OF NORTH (� ®�
See Sheet 1-8 For Conventlonal Symbols STAIR SiATR PROJRCP RRPRRRNCR NLL
NO. Sfl66T3
U-4405
DIVISION
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BEGIN g P2 SHEET 1 OF 17
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. • Z z STRUCTURE, RETAINING WALLS,AND NOISE WALLS
m ® BEAVER CREEK US 401 BYPASS
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-Y23- SR 1219 ALL AMERICAN J N
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-Y21- SR 1378 (IRELAND DR.) EXPRESSWAY
J -Y18- SR 3083 m
BEGIN TIP PROJECT U-4405 -Y16- SR 1116 (S KENLEIGH DR.) (SCOTLAND DR.)
-L1- STA 95+00.00 (DURANT DR.) (EUCALYPTUS RD.)
WETLAND AND SURFACE WATER IMPACTS PERMIT
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF FAYETTEVILLE.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
PROPOSED SIGNAL
• • **A DESIGN EXCEPTION FOR LANE WIDTH IS REQUIRED
VGRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in the Office of: HYDRAULICS ENGINEER
ATKI 1616 EAST MILLBA ROAD, SUITE 310
ADT 2018 = 63,150 AALEIGH, NORTH CAROAAOLINA 27609 ®g @8®Rp�j
50 25 0 50 100 ADT 2038 = 70,975 LENGTH ROADWAY TIP PROJECT U-4405 = 6.231 MILES [phone] NCBEES NF-0326
PLANS K = 10% TOTAL LENGTH TIP PROJECT U-4405 = 6.231 MILES 2012 STANDARD SPECIFICATIONS
D P.E.
1Q0 25 0 50 100 D = 3%/D RIGHT OF WAY DATE: CLINTON J.MORGAN, PE SIGNATURE:
yI I I V = 50 MPH J U LY 2 9. 2 016 PROJECT ENGINEER ROADWAY DESIGN
^I PROFILE (HORIZONTAL) *TTST =1% DUAL=2% ENGINEER
O10 5 0 10 20 FUNC CLASS = LETTING DATE: VIRGINIA SCHAAR, PE
V URBAN ARTERIAL NCDOT CONTACT: BRENDA MOORS,PE JULY 17,2018 PROJECT DESIGN ENGINEER
PE
PROFILE (VERTICAL) REGIONAL TIER SIGNATURE:

0
PROJECT REFERENCE NO. SHEET NO.
U-4405 4A
RW SHEET NO.
DETAIL 11 ROADWAY DESIGN HYDRAULICS
DETAIL 16
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Georeiile= 60 Sy Type of Liner= CLASS I RIP RAP
-Y50- POT Sta.IO+OOAO FROM STA.96+67 TO STA.96+89-L1- FROM STA.96+90 TO STA.100+50-LI-LT
-Y50-
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PROJECT REFERENCE NO. SHEET NO.
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Rl SHEET NO.
\ DETAIL 16 DETAIL 11 ROADWAY DESIGN HYDRAULICS
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m + �� BURRIED ICA & WIC 55
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r gHq L S 87 0
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-L- TS Sta.80+54.72 EST 210 SY GEOTEXTILE DB 4 6 PG1348
CLASS II _
m 50' 0' 50' 100' I WIDTH=5'/WIDTH=6' WIDTH=7' TI 2 RAP (TYP) I,C .W
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rn zoo' o' zoo' 400' -YS- / ABOVE BED ABOVE BED 1
E * * i
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INSET SCALE * NTS (STA 82+50 -L-) 1
= 25/8 /3 3"(RT) — \ 1@60"RCP 1@72"STEEL
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0 +++++"• CLEARING W/RCP ENDS
C L = 235.39 \ \ 76.0 BURRIED 1.0'
T = 119.65' \ EXCAVATION
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0 —.
DENOTES TEMPORARY SE = 0.02 ?j
w ® IMPACTS IN SURFACE WATER ► NG
~ DENOTES IMPACTS IN 1
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0 PROPOSED SIGNAL
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a° PROP CONC SIDEWALK SITE 2 INLET NOTE:SEE SHEET 35 FOR -L- PROFILE
*`A DESIGN EXCEPTION FOR LANE WIDTH IS \
p0'= REQUIRED FOR -I-STA.38+95.00TO -L-319+95.00 SEE SHEET 46 FOR -YS- PROFILE

�' ---- PROJECT REFERENCE NO. SHEET NO.
6
-L- U-4405 9
" Pls Star 81+21.39 Pl Sto 84+7194 PIS Star 88+2195 WIN SHEET NO.
es = 0'27'17.0r A = 5 45'54.2"(RT) es = C7 27'17.2" ROADWAY DESIGN HYDRAULICS
------------- Ls = 100.00' D = 0'54'34.0" Ls = 100DO' ENGINEER ENGINEER
DETAIL 2 DETAIL 4 LT = 66.67' L = 63390' LT = 66.67'
-Y5- STANDARD BASE DITCH TOE PROTECTION ST = 3333' T = 3/722 y ST = 3333' INCOMPLE E PLANS
I Notto'.Ie) (Not to Swle) R = 6,300.0c
P/Sto /5+94.46 Natural Natural W NOT USE FOR 6W ACQUISITION
Ground z 1.� Ground F"n°` SE = 0.025
= 34'/9 44.0r(RT) d D N.f I e . qae' O A
D = l0 44'58 8" ti. N�
Geotenlla B Min.D= 2.0 Ft. d /
L = 31795' Man.d= 6.0 Ff, d= 2.0 Ff.
. T = 163.86' .ft-B i, B= 3.0 H. 3.0 Ft. Gem H. -"� PERMIT D RAW I N G
R = 533.00' Type of Liner= CLASS I RIP RAP Ty"of Liner= CLASS B RIP RAP SHEET 6 O F 18
FROM STA.77+03 TO STA.77+90-L-RT FROM STA.83+50 TO STA.84+50-L-LT Q
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\ \ 1@72"STEEL
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w ® IMPACTS IN SURFACE WATER *►
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SITE 2 INLET
LET
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Qo / NOTE: SEE SHEET 35 FOR -L- PROFILE
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o= REQUIRED FOR -L-STA.38+95.00 TO -L-319+95.0o SEE SHEET 46 FOR -YS- PROFILE

' PROJECT REFERENCE NO. SHEET NO.
o,
U-4405
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I I I
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CL STA 82 48 -L-
EXTEND EX. I @ 60" RCP; @ 66" RCP
SUPPLEMENT WITH 1 72" WELDED STEEL
GP = 192.83
200 SKEW = 65'
I
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/90 P S EEL PIPE I'
JB W/MH �o
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A 1 I.
PROPOSE BED
4/22/2015 — ----=
I PROPOSED BED — ---- _------- --------_ ---- -----� � �______— BED
INV 0" = 174.89' INV 60" = 14.93' EXTEND 60" CP 8'
170 S OPED 3.00e P 34' INV 6" = 174.76' INV 66" = 14.25' SLOPE = 0.3
EXTEND 6 " RCP 38
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mmm;lwl ill vqjIIMM 0011101 0011100 0011101 0011100 0011101 0011100 0011101 0011100 0011101 0011100 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM mommommmom MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 MINIMUM 0011100 HE 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 mom 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 "',ill eqj 00 00 on
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..................... ................................................I................ moommommonommoomm
................. 0.................nommommoom mommoommom mommoommom mommoommom mommoommom %.IN==Ruh Is,Blin I M' mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommoo mommoommom mommoommom mommoommoo mommoommoo mommoommoo mommoommon
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00 momom 00 mom 00 moom 00 mom 00 mom 00 mom 00 mom moom mom 00 mommoom mom nomoollq
MEMO W,a lo fillom mommommomm 0011100 0011101 0011100 0011101 0011100 moommommom 0011100 0011101 0011100 0011100 1011100 0011100 1011100 0011100 1011100 mommommmom 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 1011100 0011100 HE 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 IN 00 00 00 00 00 00 00 0001 00 IN 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 OF,all I 00 00 on
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nommommomm 0000000000 mommoommom mommoommom mommmommom 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 mommoommom mommoommom 0000000000 0000000000 0000000000 mom
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0' PROJECT REFERENCE NO. SHEET NO.
o,
—L— U-4405 /3
w Pls Sta 139+95.56 P1 Sta 144+71A1 RM/ SHEET NO.
6s = r 43'07.9" A = 19'l8'58.8w(RT) ROADWAY DESIGN HYDRAULICS
= 150.00' D = 2'17'.30S' 1 ENGINEER ENGINEER
INLET DETAIL OUTLET DETAIL o LT = looAO' L = 842.83'
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PROJECT REFERENCE NO. SHEET N.
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RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
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DO NOT USE POR /W ACQUISITION
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SHEET 11 OF 18
2 0' l 0' l 0' S ' S ' l 0' l 0 200
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12/18/14
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SLOPE = 1.087
II
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m 5 EST 170 SY GEOTEXTILE C $
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IMPACTS IN SURFACE WATER �
I /
® DENOTES IMPACTS IN
� SURFACE WATER
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r=r TE: SEE SHEET 37 & 38 FOR —L— PROFILE
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o EXCAVATION EXCAVATION VARIES 3'-23' CHANNEL = \
o= **A DESIGN EXCEPTION FOR LANE WIDTH IS -487 CY 1.5'BENCH HEIGHT WIDTH =8' =342 CY 1.5'BENCH HEIGHT WIDTH =s' SEE SHEET 48 FOR -Y14- PROFILE
REQUIRED FOR L-STA.38+95.00 TO'L r 319+95.00 ABOVE BED 138.5'
,i;� ABOVE BED 137.2' Isnx

0
PROJECT REFERENCE NO. SHEET N.
U-4405
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INC®MPLE E PLANS
DO NOT USE POR /W ACQUISITION
PERMIT DRAWING
SHEET 14 OF 18
2001 l 0' l 0' S ' Q S ' l 0' l 0'
CL STA 143 37,12 -L-
EXTEND EX, 2 @ 84" CMP SUPPLEMEN
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GP = 151.04'
o��P` /�^___— SKEW = 90° at�CL TB LT
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DATE OF SURVEY 15" RCP-IV� PROPOSED BED
4/22/2015 _� \ EXISTING BED
140
EXISTING BED
EXTEND 2" C M P
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SLOP = 0.0% SLOPE = 0.77
I I /30
EXTEND 72" CM BEGIN 72" TRENCHLESS EXTEND 2" CMP
INSTA LATION TRENCHLESS SLOPE = 0.5%
SLOPE = 0.0% INSTALLATION
SLIPLINE X, 2 C 84" C P W/ 72" LI ER
BURY INVERT OF 72" RCP AT I' (EST 253' BOTH PIPES)
II
II
I I
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-L- PROJECT REFERENCE NO. SHEET NO.
—� P1 StO 220+6701 U-4405 20
c0 0 = /'04'319(LT) RW SHEET NO.
_ D=/��4'22 6^ PUE ROADWAY DESIGN HYDRAULICS
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0 \
_ X C" 25 TONS N � \ O
X N +
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^^tir — Sta. O
226 SITE 5 INLET REVISED: 2/6/2018NORWOOD E BRYAN,JR
ISBKD SITE 5 I &DB 2389CPGR719N
�I WEM T W SEE ENLARGEMENT THIS SHEET
lul B 25235PG�143 S ' �
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I l F G E E OF PIPE, / I LOB 4261 P� _._
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3s INLET DETAIL �' I §> �� D III O
2 222 III RETAIN SYSTEM I I BST III
NTS (STA 221+22 -L-) �
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o CLASS II RIP RAP BURRED 1.0' (TYP)
o SCALE 397 TONS VARIES 6'-10' 1.5'BENCH HEIGHT �1 I z9•��� cor!c
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°! INSET SCALE / CLASS II RIP RAP
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0 188 SY GEOTEXTILE \` 3W60' 174'49 (TYP)
NG
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L 221 — I I II
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o / ✓' RIP RAP
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*•A DESIGN EXCEPTION FOR LANE WIDTH IS W/SELECT MATERIAL 0'- 25' VARIES 8'-14' SEE SHEET 48 FOR -Y25- PROFILE
of REQUIRED FOR -I-STA.38+95.00 TO -1-319+95.00

-L- PROJECT REFERENCE NO. SHEET NO.
P/Sta 220+67.31 U-4405 20
C0 0 = P 04'3/.9'(LT) RW SHEET NO.
D = 0 34'226" '- ROADWAY DESIGN HYDRAULICS
48'-ONC L = 187.7/' ENGINEER ENGINEER
T = 93/.816'
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N INCOMPLE E PLANS
SE = NCC � (A' U Q DO NOT USE FOR /W ACQUI8CCI0N
tie L
00
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X C 11 �° SHEET 16 OF 18
SITE 5 INLET l i REVISED: 2/6/2018
a ITE N0&WDAVD CBRYp R
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LLL
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W/GE RIP AP
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00 I z9•C$�� I cork
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AIV
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Cy _
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a (TYPIW/GE EXTILE 72'T=1.5'
(TYPI
�� PROP CON SIDEWALK FILL SCOUR HOLE BURRIED 1.0' NOTE: SEE SHEET 40 F R —L— PROFILE
_ *•A DESIGN EXCiPTION FOR LANE WIDTH IS W/SELECT MATERIAL 0'- 25 VARIES 8'-14' h, SEE SHEET 48 FOR -Y25- PROFILE
o! REQUIRED FOR -L-STA.3 S.OD-TOE-L-319+95.00
u

0
PROJECT REFERENCE NO. SHEET N.
U-4405
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INC®MPLE E PLANS
DO NOT USE POR /W ACQUISITION
PERMIT DRAWING
SHEET 17 OF 18
l 0 l 0' 50' 0 S ' l 0' l 0'
CL STA 221 22.51 -L-
RETAIN AND EXTEND EX 3 @ 6011 RCP I @ 7211 WELD D STEEL
W/ 72" RCP III EXTENSIONS (BURIED I')
GP = 199.84
SKEW = 90°
200 _ _
EXISTING 6 " RCP (X3) r \ SPECIAL COLLAR
/ 1
SPECIAL COLLAR / \ TB RT
190 -TB LT
% GROUNDG \ PROPOSED BED
NWS EL = 17 .8'
DATE OF SURVEY
NWS EL 17 5 �� ----- --- j 4/22/2015
/80 DATE OF SU VEY --- ---------��
4/22/2015 ---
------- _ --- EXISTING STREAM BED
FIXED INLET INV = 178. 9'
77�C
/70 SLOPES VARY CPINI1172
EL V OF BEGIN 7211 FI ED OUTLET INV = 175.99
BURY IN ERT I' SLOP = .1.07% SLOPES VARY
AO ND 1OU STET
II
I I
z
0
w�

WETLAND AND SURACE WATER IMPACTS SUMMARY
IMPACTS
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 Stream
No. (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 -L1-96+44/96+82 LT EXTENSION OF 2@48"RCP <0.01 <0.01 8 43
EXTENSION OF 1@60",1@66"RCP&1@72"
2 -L-81+47/84+92 RT&LT TRENCHLESS WELDED STEEL 0.10 0.10 0.03 0.04 201 41
EXTENSION OF 4@10'X12'RCBC&2@60"
3 -L-137+03/138+25 RT&LT TRENCHLESS WELDED STEEL 0.03 0.03 33 42
EXTENSION OF 4@10'X12'RCBC&2@60"
BANK STABUIZATION TRENCHLESS WELDED STEEL 176 171
SLIPLINE EX.2@84"CMP W/72"LINER&
4 -L-143+03/144+02 RT&LT 1 @72"TRENCHLESS WELDED STEEL 0.07 <0.01 216 51
EXTENSION OF 3@60"RCP&1@72"
5 -L-143+03/144+02 RT&LT TRENCHLESS WELDED STEEL 0.09 0.02 206 27
TOTALS': 0.10 0.10 0.22 0.11 840 375 0
'Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
REVISED 2/6/2018
CUMBERLAND COUNTY
U-4405
39049.1.1
R.A. 2018 02 06 SHEET 18 OF 18

m T.I.➢.N®. SHEET NO.STATE
OF NORTH CRO INA
r 1q DIVISION OF HIGHWAYS U-4405 UE-1
o �SR �
4 C NTO ROA
LIFF LE RDA q b
'^ NEU PERMIT PLANS
tam O ENDA��QOP�
PROJECT CUMBERLAND COUNTY
FORD R AD
; 0aos
N ' D '°5 LOCATION- US 401 FROM WEST OF HAMPTON OAKS DRIVE TO
BEGIN
PROJECT cn EAST OF FAIRWAY DRIVE IN FAYETTEVILLE
• • V Z Z lC. J} = I Z
c n m �1 � ,� g TYPE OF WORK: RELOCATION OF WATER, SEWER, TELEPHOEK I�IE, US4-Y13- SS
V u 7 1 a (SKIBO RD) GREENLEAF DR.
CABLE, GAS, POWER 12 13
i UNNAMED POMPTON DR. O
/ 0) _Yg_ 1 TRIBUTARY
LITTLE DR. '-L-SR 3569(RAEFORD RD�. � J
VICINITY MAP 1� �, CINDY DR 1,5 co
REVERE ST. WILDWOOD DR. DUKE ST. I,,
OAK
Lli
FOREST DR. � / -Y10-J - 0
-L1- STA 115+65.00 = -Y5- BINGHAM DR. W
STRICKLAND
-L- STA 15+65.00 BRIDGE RD. Q g NC 162 J
2$ (J ,__ (BUNCE RD.)
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71 ST SCHOOL RD.
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CHI LTON DR. HAMPTON o Z
+ -Y51- OAKS DR. Y4 V � END TIP PROJECT U-4405
KATONAH DR. GRAHAM RD. N Z z -L- STA 324+00.00
n (j7 eb'
00 -Y50- WILLBOROUGH AVE. �V
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F CAMBRIDGE ST. -Y36-
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Z OaG� m ((`1$ MONTCLAIRE RD. a 20 FERNCREEK DR. ______ 1l ROBESON ST.
0 4 7 BRIGHTON RD. I /� Y43
MARLBOROUGH R
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I OWEN DR.
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— ^ UNNAMED ABERDEEN&ROCKFISH RAILROAD
TRIBUTARY N In-Y25- _AA_ CAPE FEAR RAILROAD
A Z
2 I -Y23- SR 1219 ALL AMERICAN A
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> -Y18- SR 3083
BEGIN TIP PROJECT U-4405 -Y16- SR 1116 (S KENLEIGH DR.) (SCOTLAND DR.)
-L1- STA 95+00.00 ( URANT DR.) (EUCALYPTUS RD.)
o �
z �
0
0 PR1ELIMINARY PLANS
a_ W NOT USE FOR CONSTRUCTION
L
E
a_ GRAPHIC SCALES INDEX OF SHEETS UTILITY OWNERS WITH CONFLICTS DIVISION OF HIGHWAYS
w 50 25 0 50 100 UTILITIES UNIT
z SHEET NO.: DESCRIPTION: 1555 MAIL SERVICES CENTER
PLANS (A) WATER -PWC WATER AND SEWER RALEIGH NC 27699I555
PHONE[phone]
UE-1 NEU PERMIT TITLE SHEET (B)SEWER -PWC WATER AND SEWER y�F� SQoe FAX [phone]
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UE-2 UE PLAN SHEET (D) TELEPHONE - CENTURYLINK
PROFILE (HORIZONTAL) (E)CABLE - SPECTRUM BO HEMPHILL,P.E. UTILITIES REGIONAL ENGINEER
—/a (F)POWER —PWC POWER
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o O� (G)GAS -PIEDMONT NATURAL GAS KELVIN MARTIN UTILITIES ENGINEER
N}w (H) WATER -A QUA INC. KYLE PLEASANT UTILITIES AREA COORDINATOR
PROFILE (VERTICAL)
W-1� LARRY JAMES JR. UTILITIES COORDINATOR
May+

PROJECT REFERENCE NO. SHEET NO.
U-4405 UE-2
DENOTES
WEEXCAVATION N66°4D'23"E UTILITIES BY OTHERS
N 65°22'29'E
DENOTES FILL IN 225.60' 267.66' NOTE
F WETLAND SITE 1 SITE 1
ALL UTILITY WORK SHOWN ON THIS
DENOTCLEARING MICHANIZED MECHANIZED CLEARING IN WETLANDS = < 0.01 ACRES SHEET WILL BE DONE BY OTHERS.
DENOTES TEMPORARY HAND CLEARING IN WETLANDS= 0.02 ACRES NO PAYMENT WILL BE MADE TO THE
® IMPACTS IN SURFACE WATER CONTRACTOR FOR UTILITY WORK
FILL
WETLAND
-- \ SHOWN ON THIS SHEET.
FILL IN WETLAND
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- UE-2 CORRESPONDS TO RDY 9
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FILL IN WETLANDS = 0.01 ACRES
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P FIEUMIRK
PROJECT REFERENCE NO. SHEET NO.
U-4405 UE-5
Lo
DENRY
MAOCTSS INE SURFACEWATER
UTILITIES BY OTHERS
NCSITE 5 NOTE:
Bsr TEMPORARY IMPACTS ALL UTILITY WORK SHOWN ON THIS
IN SURFACE WATER = <.01 ACRES; SHEET WILL BE DONE BY OTHERS.
---- = 7.3 LF NO PAYMENT WILL BE MADE TO THE
t \ CONTRACTOR FOR UTILITY WORK
l 6 {� SHOWN ON IHIS SHEET.
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x 16" GRAVITY SEWER LINE11 N N
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LF TEMPORARY
CREEKIMPACT
CREEK IMPACT
ISBKD WITHIN SURFACE WATERS a.
JOHN M TEW
& WIFE SHIRLEY
DB 2542 PI; 343 i I �I
PB 23 P3 I � I
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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 Stream
No. (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)
U1 80+33 to 81+36-L- Water/Power Line <0.01 0.02
U2 82+54 to 82+88-L- Water Line <0.01
U3 83+24 to 83+63-L- Sewer Line 0.02 <0.01
U4 85+57 to 85+74-L- Water Line 0.01 <0.01
U5 221.52 to 222+01 Sewer Line <0.01 45
U6 221+59 to 222+28 Sewer Line 0.02 48
TOTALS*: 0.01 0.02 <0.01 < 0.01 0.02 0.03 0 93 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/24/17
CUMBERLAND
U-4405
39049.1.1
Revised September 2014 ISHEET 1 OF 2