20201509 Ver 1_B-5318 e-PCN package_20220314

Replacement of Bridge 126 over Smith Creek
on Ligon Mill Road (SR 2044) in Wake Forest,
Wake County
TIP: B-5318
Table of Content (based on numbering of PDF file)
Stormwater Management Plan…………………………………………..Page 2
Stream/Wetland Permit Drawing Set………………………………….Page 4
Riparian Buffer Permit Drawing Set…………………………………..Page 12
Historic Architecture No Survey Required Form…………..……Page 16
Archaeology No Survey Required Information…………………..Page 20
Catawba Indian Nation Scoping Letter………………………………Page 21
Protected species info from NRTR Update………………………..Page 22
Aquatic protected species info from USFWS……………………..Page 26
Project Info………………………………………………..……………………..Page 28
Categorical Exclusion (signed on April 27, 2017)…………..…..Page 45

(Version 2.08; Released April 2018)
46032.2.1 TIP No.:B-5318 County(ies):WAKE Page 1 of 2
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future:Year:2020/2040 Existing:Year:
Aquatic T&E Species?Comments:
Yes No
No
Wetlands within Project Limits?
Nutrient Sensitive Waters (NSW)Supplemental Classification:
Urban
Smith Creek 27-23-(2)
1.1
0.37 miles
Project Description
Proposed Project
NeuseRiver Basin(s):
City/Town:
2.2
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
[e-mail]
Raleigh NC 27610
Address:
3/7/2022
WakeWAKE FOREST
Galen Cail
1000 Birch Ridge Drive
WBS Element:
Bridge ReplacementWBS Element:
Rana StansellNCDOT Contact:
919-707-6711
2610 Wycliff Rd Suite 410
Raleigh NC 27607
Contractor / Designer:
919-746-9612
Dewberry
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
Hydraulics Unit Address:
General Project Information
B-531846032.2.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
Replacing the existing 121' bridge with an 200' (1@60', 1@90',1@50') 54" girder bridge. The proposed roadway and bridge will be shifted to the east of the existing roadway
and bridge. The drainage design consist of catch basins, pipe systems, and roadway ditches that tie to existing outfall locations. Outfalls include riprap outlet protection and
riprap lined ditches. Proposed bridge located approximately 60' upstream of existing bridge to allow improvement of roadway geometry and maintain traffic during construction.
UT to Smith Creek will be relocated in a riprap lined lateral base ditch in the area where roadway fill will impact the stream.
NeuseBuffer Rules in Effect:
8700
3 @ 12' lanes, 2 travel lanes with center left turn lane and 2'-6" curb and gutter
Waterbody Information
2020
NCDWR Stream Index No.:
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
ac.
2 @ 12' travel lanes with shoulders
8700/12400
[e-mail]
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
(Version 2.08; Released April 2018)
WBS Element:
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
46032.2.1 TIP No.:B-5318 County(ies):Wake Page 2 of 2
Aquatic T&E Species?Comments:
Yes No
No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
Deck Drains Discharge Over Water Body?
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A
Impairments:
Other Stream Classification:
NRTR Stream ID:
Class CPrimary Classification: NCDWR Surface Water Classification for Water Body
Supplemental Classification:
27-23-(2)
Nutrient Sensitive Waters (NSW)
UT to Smith Creek NCDWR Stream Index No.:
Additional Waterbody Information
Buffer Rules in Effect:Neuse
WBS Element:
Surface Water Body (2):
3/7/2022
SHEET 1 OF 8
PERMIT DRAWING
SITE SB
SITE SA
SITE WA
SITE WB
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE WC
SITE WD

D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
07-MAR-2022 15:24R:\Hydraulics\PERMITS_Environmental\Drawings\B5318_hyd_prm_wet_TSH.dgn$$$$USERNAME$$$$CONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NADOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRADING, DRAINAGE, PAVING AND STRUCTURE
25 50 10050
25 50 10050
5 10 2010
10
55
DUAL 3* TTST = 1
FUNC CLASS =
K
P.E.
COLLECTOR
MAJOR
R/W
LOCATION:
CONST.
NC COA No. F-0929
PLANS PREPARED FOR NCDOT BY:
PHONE: [phone]
RALEIGH, NC 27607
SUITE 410
2610 WYCLIFF ROAD
2018 STANDARD SPECIFICATIONS
B-5318
WAKE COUNTY
See Sheet 1B for Conventional Symbols
See Sheet 1A For Index of Sheets
REPLACE BRIDGE #126 OVER SMITH CREEK
ON SR 2044 (LIGON MILL ROAD)
2020 8,700
12,4002040
2
-L- STA. 20+73.00
END BRIDGE
VICINITY MAP
River MassenburgWa
k
e
For
est
ForestCarter
W ayne
Gwen
Nello Cir.PonderosaServiceEdgar Ln.
Cliff Ln.Old
Jones
Rd
.Stringbean R
d
.IvyCreekTr.IvyPine Valley Dr.
Steeple RunDR.Stable Point Cir.Ponderosa Park Dr.LoisLn. St.Rd.Rd.
Rd.Rd.Monty's Ln.
Ln.Dr.Dr.Dr.Doris Ln.
S.
Wyatt
C ST
R A ILRO A D
Sch.
Rolesville Middle
Wake Forest
Smi t hs
Sanford
C
reekRichlandCreek
CreekTo mCreek
Ln.Mangum
Dr.Cameron
Main
St.
Ct.Dannon Fork Ct.Pine Ct.Bradstone Park Dr.
Ponderosa
P
ine
C
t.Ke
lly
TO S. M
A
IN ST.
TO US 401
= 0.327 MILESLENGTH ROADWAY TIP PROJECT B-5318
= 0.038 MILESLENGTH STRUCTURE TIP PROJECT B-5318
= 0.365 MILESTOTAL LENGTH TIP PROJECT B-5318
-L- POC STA. 29+50.00
END CONSTRUCTION
END TIP PROJECT B-5318
1
1
-L- POT STA. 10+25.00
BEGIN CONSTRUCTION
BEGIN TIP PROJECT B-5318
CREEKSMITH-MUT1-B-5318-L- STA. 18+73.00
BEGIN BRIDGESmithsHeight
UTILITIES
46032.2.1
46032.2.2
-Y1- POT STA. 12+80.00
BEGIN CONSTRUCTION
NCDOT CONTACT: LISA BULLARD-GILCHRIST, EI
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF WAKE FOREST.
50 -DRW1--DRW1- STA. 12+00.00
END CONSTRUCTION
46032.2.3
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
BRYAN LAMBETH, P.E.
BEN STORMER, P.E.
-DRW2-
-DRW2- POT STA. 12+03.37
BEGIN CONSTRUCTION
FEBRUARY 11, 2021
MAY 17, 2021(SONG SPARROW DR)-Y1- SR 4428(LIGON MILL RD)
-L- SR 2044
WCC
4
6
5 NAD
8
3/ 2
0
1
1
2044
2046
2044
2182
2183
2183
2990
3523
2045
2045
2115
2044
3540
3541
3542
3543
2044
3661
3662 3663
3668
3609
36103608
3678
3677
3680
3681
3679
4430
4428
4429
4433
4434
3664
3665 3667
3666
2044
3609
2049
2115
2045
2051
2049
2049
2045
3669
2181
4441
4490
4491
5114
5115
5144
5162
5163
4428
5113
LigonMillLi
g
o
n
Mill
Greenho
w Cir.
LightfootCt .Br a c k e n Ct.
Woodrose Ln.
Sparrow Dr.Tow
nsendWarblerCt.Waxwing Ct.
Orchard
Oriole Tr.
Chimney
Swift
Dr.
Lapwing
Tr.
Night
Heron
Dr.
Rd.
DeerchaseTr.
Buck RunTr.Bambi Ct.
Dasher Ct.TenPoint Tr.Burlington
Herring Gull Pl.Rd.Rd.Li
gonMi
l
l
Rd.WalterKiddeDr.Thorndike Dr.Tr
ophyTr.
Sea
well
Pine Warbler Ct.
Quail Bluff Ct.Rd.UniconDr.Circle
Dr.De
e
r
La
ke
Tr.Pr
a
n
c
e
rCt.
Elf Ct.
Redstart Ct.Clo
ve
n Ct.
HeritageFranklin
Chimney
Swift
Dr.
Donner Tr.Wa
yFl
a
g Whit
e

Song
3/7/2022
SHEET 2 OF 8
PERMIT DRAWING
EMBANKMENT EXCAVATION DETAIL
DETAIL H
BANK STABILIZATION
DETAIL C
5' CHANNEL CHANGE
SEE DETAIL G
TO ELEV. 200.0'
EMBANKMENT
REMOVE EXISTING
SURROUNDING GROUND
TO BE LEVEL WITH
FILL EXISTING STEAM
WORKPAD
TEMPORARY
(NOT TO SCALE)
EMBANKMENT EXCAVATION DETAIL
DETAIL G
DETAIL H
BANK STABILIZATION
DETAIL C
5' CHANNEL CHANGE
SEE DETAIL G
TO ELEV. 200.0'
EMBANKMENT
REMOVE EXISTING
SURROUNDING GROUND
TO BE LEVEL WITH
FILL EXISTING STEAM
2
4
" RC
P 24" RCPFESGRATES
LOADING
STEEL18" RCP15" RCPUNKNOWN
END
18" RCP12"
B
L
K
W
A
L
L
12" BLK WALL12" BLK WALL
72" CMP
72" CMP
HW
17.1' CONC
SITE WA
SITE SB
SITE SA
SITE WB
SITE WD
SITE WC
REMOVE
REMOVE
SEE DETAIL D
TOE PROTECTION
SEE DETAIL E
TOE PROTECTION
FROM -L- STA. 22+00 TO STA. 22+50 LT
Fill Slope2:1 or Flatter
b= 2 Ft.
d= 2 Ft.
Type of Liner= CL 1 Rip-Rap
b
DETAIL E
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
W/ELBOWS18" CSPCL B RIP RAP
( Not to Scale)
DETAIL H
2'

Type of Liner=CL II Rip-Rap
10'min.
1.0'min.RCP-IV 15" RCP-IV
18"
GEOTEXTILE
NWSEL
2'
CL B
RIP RAP
FROM -DRW2- STA. 11+30 TO STA. 11+60 RT
FROM -DRW2- STA. 10+50 TO STA. 11+50 LT
FROM -L- STA. 16+00 TO STA. 18+50 LT
FROM -L- STA. 13+50 TO STA. 15+00 LT
Fill Slope2:1 or Flatter
b=4.0Ft.
d=2.0Ft.
Type of Liner= CL. B Rip-Rap
b
DETAIL D
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
FROM -L- STA. 20+10 TO STA. 20+24 CL
FROM -L- STA. 19+69 TO STA. 19+82 CL
RIP RAP AT EMBANKMENT/BANK STABILIZATION
2.0'
1"/Ft.

FROM L STA. 20+04 TO STA. 22+00 LT
Ground
Natural
DETAIL C
Ground
Natural
Exist. Channel
Fill Slope
Proposed
GEOTEXTILE
b= 10 Ft.
B= 5 Ft.
Min. D= 3.0 Ft.
3.0'
Type of Liner= CL II Rip-Rap in side slopes of channel
Type of Liner= CL I Rip-Rap countersunk in base of channel
b
2:1D
( Not to Scale)
B
CHANNEL CHANGE
RIP RAP
CLASS II
SEE NOTE
VARIES
STREAM BED
EXISTING
1.5:1
GEOTEXTILE FABRIC
ELEV=196.0
N.W.S 1.0'
1.0'
ELEV=198.0
TOP OF CAUSEWAY
RIP RAP
CLASS B
1.5:1
DETAIL
TEMPORARY CAUSEWAY
SHALL BE BLOCKED AT ANYTIME.
NOTE: NO MORE THAN HALF OF THE STREAM
REMOVE
REMOVE
SEE DETAIL D
TOE PROTECTION
SEE DETAIL E
TOE PROTECTION
FROM -L- STA. 22+00 TO STA. 22+50 LT
Fill Slope2:1 or Flatter
b= 2 Ft.
d= 2 Ft.
Type of Liner= CL 1 Rip-Rap
b
DETAIL E
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
+99 LT/RT
POINT
TO SHOULDER
CL. II RIPRAP
1.5:1 TYP
CL. II RIPRAP1.5:11.5:1W/ELBOWS18" CSPGRADE TO DRAIN
4.0' END BENT CAPS (TYP.)
LAYBACK EMBANMENT @ 1.5:1
TO ELEV. 200' (TYP.)
EMBANKMENT
REMOVE EXISTING
CL B RIP RAP
( Not to Scale)
DETAIL H
2'

Type of Liner=CL II Rip-Rap
10'min.
1.0'min.RCP-IV 15" RCP-IV
18"
GEOTEXTILE
NWSEL
2'
+49 LT/RT
TO SHLD. POINT
CL. II RIPRAP
CL B
RIP RAP
0501
0500
0513
0507
0508
0502
0514
0509
0503
0511 0512
FROM -DRW2- STA. 11+30 TO STA. 11+60 RT
FROM -DRW2- STA. 10+50 TO STA. 11+50 LT
FROM -L- STA. 16+00 TO STA. 18+50 LT
FROM -L- STA. 13+50 TO STA. 15+00 LT
Fill Slope2:1 or Flatter
b=4.0Ft.
d=2.0Ft.
Type of Liner= CL. B Rip-Rap
b
DETAIL D
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
FROM -L- STA. 20+10 TO STA. 20+24 CL
FROM -L- STA. 19+69 TO STA. 19+82 CL
RIP RAP AT EMBANKMENT/BANK STABILIZATION
2.0'
1"/Ft.

FROM L STA. 20+04 TO STA. 22+00 LT
Ground
Natural
DETAIL C
Ground
Natural
Exist. Channel
Fill Slope
Proposed
GEOTEXTILE
b= 10 Ft.
B= 5 Ft.
Min. D= 3.0 Ft.
3.0'
FROM -L- STA. 20+21 TO STA. 20+73 RT
FROM -L- STA. 18+49 TO STA. 19+69 RT
SEE DETAIL G
REMOVE EXISTING EMBANKMENT TO ELEV. 200.0'
Type of Liner= CL II Rip-Rap in side slopes of channel
Type of Liner= CL I Rip-Rap countersunk in base of channel
b
2:1D
( Not to Scale)
B
CHANNEL CHANGE
CB
CB
CB CB
CB CB
CB
18" RCP-III
15" RCP-III
W/ELBOWS24" CSPW/ELBOWS15" CSPCB
15" RCP-III 15"
R
C
P-III
CB
CB
CB CB
CB CB
CB
18" RCP-III
15" RCP-III
W/ELBOWS24" CSPW/ELBOWS15" CSPCB
15" RCP-III 15"
R
C
P-III
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
FILL IN WETLAND AREAS.
PLACED OUTSIDE OF WETLAND AREAS OR WITHIN PERMITTED
CLEARING AREAS. TEMPORARY ACCESS ROADS CAN ONLY BE
TEMPORARY ACCESS ROADS CAN'T BE PLACED IN MECHANIZED
NOTES:
S S SURFACE WATER
DENOTES IMPACTS IN
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
-DRW2--DRW1-RESIDENTIAL
520
L
BRIDGE SKETCH .02F-F.0240'-0"36'-0"MATCH TO SHEET 4 - -L- STA. 14+50.00MATCH TO SHEET 6 - -L- STA. 25+00.00-L- POT Sta. 18+48.00+/-
BEGIN APPROACH SLAB
-L- POT Sta. 20+98.00+/-
END APPROACH SLAB
-L- POT Sta. 18+73.00+/-
BEGIN BRIDGE
-L- POT Sta. 20+73.00+/-
END BRIDGEC -MUT1- POT Sta. 11+20.00
-L- POT Sta. 19+18.00 =-MUT1--L-36'-0"8' SHARED-USE PATH
8' SHARED-USE PATH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
09-MAR-2022 08:32R:\Hydraulics\PERMITS_Environmental\Drawings\B5318_hyd_prm_wet_PSH5-1.dgn$$$$USERNAME$$$$8/17/99SMITH CREEKSEE SHEETS S-1 THRU S-41 FOR STRUCTURE DETAILS
SEE SHEET 9 FOR -DRW2- PROFILE
SEE SHEET 9 FOR -DRW1- PROFILE
SEE SHEET 9 FOR -MUT1- PROFILE
SEE SHEET 9 FOR -Y1- PROFILE
SEE SHEETS 7 & 8 FOR -L- PROFILE 15202512'12'
10'10'NAD
8
3/ NSRS
2
0
0
7
FUTURE GREENWAYFUTURE GREENWAY10
10
HAND RAIL
HAND RAILHAND RAIL
HAND RAIL
8' PATH
8' PATH 8' PATH
8' PATH 25GATE
+43 PROP.
WCC
WHIPPOORWILL VALLEY ENTRANCE SIGNS AT SONG SPARROW DR.
THE CONTRACTOR SHALL DEMOLISH AND REMOVE THE EXISTING
PAVING
+50 BEG.
PAVING
+90 END
2'-6" C&G
2'-6" C&G
2'-6
" C&G
2'-6
" C&G
18
' LT
+37.0718' LT
+55.81
TAPER
+40 BEG.
15.87' RT
+86.57
BEG. C&G
TAPER
END
+89.89
2'-6" C&G
2'-6" C&G
DWY.
GR.
+43 PROP. GATE DWY.CONC.10'10'
+68.00 BEGIN HANDRAIL
HANDRAIL
BEGIN
+44.44
+50.00 END HANDRAIL
HANDRAIL
+78.04 END 8:116.24' LT
BEG. C&G
+95.748:1+32.00 END HANDRAIL
D WY .
G R A V EL
GRAVEL DWY.
+70.00 BEGIN
B-5318
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
9
8
10
11
7
12
13
14
11
5
EXISTING BRIDGE
MTL
MTL SMITH CREEKOVERGROWN SOI
LWOODS
WOODS
WOODS
WOODS
WOODS
S
S
S
SS S
S
S
SHHC
HHTHHTHHTTT2345LP
LP
BL-6
BL-5
60.00'BM 2003 PG 2141
EASEMENT
20' PUBLIC DRAINAGE
20' TOWN OF WAKE FOREST PUBLIC SANITARY SEWER EASEMENT
BM 2003 PG 2141
DRAINAGE EASEMENT
BM 1993 PG 1531
TRIANGLE10X70 SIGHT
TR
IANGLE
10X70
S
IGHT
EIP
EIP
EIP
EIP
EIP
EIP
EIP
N 29°49'56" W
267.72'
S 34°45'34" E
333.42'
N
17
°4
0'
0
2
" W
8
1
.5
4'N 85°14'52" W40.26'N 48°05'47" W
55.30'S 55°26'36" W143.49'
S 29°53'56" E
113.67'
N 76°12'06" W42.97'S 56°34'59" W135.13'S
3
9
°
3
8'
5
3
" W2
0
5.
4
1'S 65°36'37" W271.98'N 80°32'06" E232.19'S 80°32'06" W148.71'SI
GN EASEMENTEXISTING R/W
EXISTING R/W
180.00'
180.00'EXISTING R/WEXISTING R/WSONG SPARROW DRIVE21' BST50.00'N 57°53'55" E268.08'N 50°57'38" E25.85'S 76°09'51" W158.11'S 76°09'51" W115.44'SIGN
STONE
SIGN
STONE
GATE
4' METAL
18" VCP
18" VCP18" VCP18" VCP
DB 10873 PG 304
TOWN OF WAKE FOREST
DB 10747 PG 2733
TOWN OF WAKE FOREST
DB 12790 PG 946
STEVEN WILLIAMS
BM 1993 PG 1531
THOMAS DIAMOND
EOI EOI
EOI
EOI12" DIP
3 OVER HEAD POWER LINES
3 OVER HEAD POWER LINES
3 OVER HEAD POWER LINES
T
OWE
RP
OWE
RT
O
WE
R
P
O
WE
R TCCCONC
RI
PRAP-LI
NED DI
TCH12" UNKEND UNK
12" UNK
12"
U
NK12" RCP END UNK2SBKD 1SBKD
EOI
10.0' CONC
10.0'
CONCSHRUBS SHRUBSCLM
BRK
CLM
BRK
CONCBM 1995 PG 752
BM 1990 PG 1420
180' DUKE ENERGY EASEMENT
BM 1995 PG 752
BM 1990 PG 1420
180' DUKE ENERGY EASEMENT
FOUNTAIN
OUTLET
ELECTRICAL
TREES
30" DIP
30" DIP30" DIP30' SANITARY SEWER EASEMENT
30' SANITARY SEWER EASEMENTTOWN OF WAKE FOREST N 59°47'51" E131.05'S 30°12'09" E
36.65'N 59°47'51" E180.00'S 75°12'09" E
EASEMENTDRAINAGE
PG 752BM 1995
26' BST
LIGON MILL ROAD - SR 204425'
S
T
R
E
E
T
Y
A
RD

BU
F
F
E
R
BM 2004 PG 554
S
ILT
FENCE
WOOD
S
MTL GATE
M
T
L

G
A
T
E
HH
H
H
GRAVEL
DB 17344 PG 2290
BM 2016 PG 2152
CLAYTON PROPERTIES GROUP
PB 2020 PG 1733
DB 17041 PG 1754
FLOOD LIMIT
WITHIN 100 YEAR
CONSERVATION EASEMENT
TOWN OF WAKE FOREST
DB 10747 PG 2738
(Conservation Easement)
FLOOD LIMIT
WITHIN 100 YEAR
CONSERVATION EASEMENT
TOWN OF WAKE FOREST
HHF F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F F
F
F
F
F
C
F
C
F
C
C
C
F
FFFFCCCCFFF
F FFFFFF
BO
PFH GV
GV
13+0014+0015+0016+0017+0018+0019+0020+0021+0021+3313+5014+5015+5016+5017+5018+5019+5020+5010+0011+00
12+00
12+11
10+50
11+50
10+0011+00
12+00
13+00
14+00
15+00
15+16
10+50
11+50
12+50
13+50
14+50
3/7/2022
SHEET 3 OF 8
PERMIT DRAWING
EMBANKMENT EXCAVATION DETAIL
DETAIL H
BANK STABILIZATION
DETAIL C
5' CHANNEL CHANGE
SEE DETAIL G
TO ELEV. 200.0'
EMBANKMENT
REMOVE EXISTING
SURROUNDING GROUND
TO BE LEVEL WITH
FILL EXISTING STEAM
WORKPAD
TEMPORARY
(NOT TO SCALE)
EMBANKMENT EXCAVATION DETAIL
DETAIL G
DETAIL H
BANK STABILIZATION
DETAIL C
5' CHANNEL CHANGE
SEE DETAIL G
TO ELEV. 200.0'
EMBANKMENT
REMOVE EXISTING
SURROUNDING GROUND
TO BE LEVEL WITH
FILL EXISTING STEAM
2
4
" RC
P 24" RCPFESSEAT=205.27'
SEAT=205.26'SEAT=205.29'
SEAT=205.29'
GRATES
LOADING
STEEL18" RCP15" RCPUNKNOWN
END
18" RCP12"
B
L
K
W
A
L
L
12" BLK WALL12" BLK WALL
72" CMP
72" CMP
HW
17.1' CONC
REMOVE
REMOVE
SEE DETAIL D
TOE PROTECTION
SEE DETAIL E
TOE PROTECTION
FROM -L- STA. 22+00 TO STA. 22+50 LT
Fill Slope2:1 or Flatter
b= 2 Ft.
d= 2 Ft.
Type of Liner= CL 1 Rip-Rap
b
DETAIL E
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
W/ELBOWS18" CSPCL B RIP RAP
( Not to Scale)
DETAIL H
2'

Type of Liner=CL II Rip-Rap
10'min.
1.0'min.RCP-IV 15" RCP-IV
18"
GEOTEXTILE
NWSEL
2'
CL B
RIP RAP
FROM -DRW2- STA. 11+30 TO STA. 11+60 RT
FROM -DRW2- STA. 10+50 TO STA. 11+50 LT
FROM -L- STA. 16+00 TO STA. 18+50 LT
FROM -L- STA. 13+50 TO STA. 15+00 LT
Fill Slope2:1 or Flatter
b=4.0Ft.
d=2.0Ft.
Type of Liner= CL. B Rip-Rap
b
DETAIL D
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
FROM -L- STA. 20+10 TO STA. 20+24 CL
FROM -L- STA. 19+69 TO STA. 19+82 CL
RIP RAP AT EMBANKMENT/BANK STABILIZATION
2.0'
1"/Ft.

FROM L STA. 20+04 TO STA. 22+00 LT
Ground
Natural
DETAIL C
Ground
Natural
Exist. Channel
Fill Slope
Proposed
GEOTEXTILE
b= 10 Ft.
B= 5 Ft.
Min. D= 3.0 Ft.
3.0'
Type of Liner= CL II Rip-Rap in side slopes of channel
Type of Liner= CL I Rip-Rap countersunk in base of channel
b
2:1D
( Not to Scale)
B
CHANNEL CHANGE
RIP RAP
CLASS II
SEE NOTE
VARIES
STREAM BED
EXISTING
1.5:1
GEOTEXTILE FABRIC
ELEV=196.0
N.W.S 1.0'
1.0'
ELEV=198.0
TOP OF CAUSEWAY
RIP RAP
CLASS B
1.5:1
DETAIL
TEMPORARY CAUSEWAY
SHALL BE BLOCKED AT ANYTIME.
NOTE: NO MORE THAN HALF OF THE STREAM
REMOVE
REMOVE
SEE DETAIL D
TOE PROTECTION
SEE DETAIL E
TOE PROTECTION
+99 LT/RT
POINT
TO SHOULDER
CL. II RIPRAP
1.5:1 TYP
CL. II RIPRAP1.5:11.5:1W/ELBOWS18" CSPGRADE TO DRAIN
4.0' END BENT CAPS (TYP.)
LAYBACK EMBANMENT @ 1.5:1
TO ELEV. 200' (TYP.)
EMBANKMENT
REMOVE EXISTING
CL B RIP RAP
( Not to Scale)
DETAIL H
2'

Type of Liner=CL II Rip-Rap
10'min.
1.0'min.RCP-IV 15" RCP-IV
18"
2'
+49 LT/RT
TO SHLD. POINT
CL. II RIPRAP
CL B
RIP RAP
0501
0500
0513
0507
0508
0502
0514
0509
0503
0511 0512
RIP RAP AT EMBANKMENT/BANK STABILIZATION
SEE DETAIL G
REMOVE EXISTING EMBANKMENT TO ELEV. 200.0'
CB
CB
CB CB
CB CB
CB
18" RCP-III
15" RCP-III
W/ELBOWS24" CSPW/ELBOWS15" CSPCB
15" RCP-III 15"
R
C
P-III
CB
CB
CB CB
CB CB
CB
18" RCP-III
15" RCP-III
W/ELBOWS24" CSPW/ELBOWS15" CSPCB
15" RCP-III 15"
R
C
P-III 194195
19
5
195195195195195196196
196196196197197 197197197198198
198
198198198199 199199
199
199199199
199
2002002002002002
0
02002
0
0
200
200200
2002002 0 0 2002002002
0
0
200200 2002002002002002 0 0 200200 200201
201
201201201201201201201
201
201 201201201201201201201201201201201201201201202202202202202
202 2022022
02202 202202202
202203203203203
203
203203203203203
203203204204204204
204 204204204204204205205205205205205
205
205
205
205
205
205205205205
205205
205205206206206206
206 206206206206207207207207
207 207207207207207
207
207
207207
207208208 208208 2082
0
8
208209209
209
209209209209210210
2
1
0
2
1
0
210210
210210210210
2102102102112
1
1
211211
2112112112112122122122
1
2
2 1 2
212212213213213213
213
213214214214214
2
1
4215215215215
215215215
215215
2162162162162
16216 217217217217217
218218218218218219219219219
220220220220220220220
221
221221
221
222222222
223223
224224225225225 225225226226226227
227227228 228229230
230231
232
233
234
SITE WB
SITE WD
SITE WC
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
FILL IN WETLAND AREAS.
PLACED OUTSIDE OF WETLAND AREAS OR WITHIN PERMITTED
CLEARING AREAS. TEMPORARY ACCESS ROADS CAN ONLY BE
TEMPORARY ACCESS ROADS CAN'T BE PLACED IN MECHANIZED
NOTES:
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
WETLAND
DENOTES FILL INFF
E E IN WETLAND
DENOTES EXCAVATION
S S SURFACE WATER
DENOTES IMPACTS IN
SITE WA
SITE SB
SITE SA
-DRW2--DRW1-RESIDENTIAL
520
L
BRIDGE SKETCH .02F-F.0240'-0"36'-0"MATCH TO SHEET 4 - -L- STA. 14+50.00MATCH TO SHEET 6 - -L- STA. 25+00.00-L- POT Sta. 18+48.00+/-
BEGIN APPROACH SLAB
-L- POT Sta. 20+98.00+/-
END APPROACH SLAB
-L- POT Sta. 18+73.00+/-
BEGIN BRIDGE
-L- POT Sta. 20+73.00+/-
END BRIDGEC -MUT1- POT Sta. 11+20.00
-L- POT Sta. 19+18.00 =-MUT1--L-36'-0"8' SHARED-USE PATH
8' SHARED-USE PATH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
09-MAR-2022 08:34R:\Hydraulics\PERMITS_Environmental\Drawings\B5318_hyd_prm_wet_PSH5-2.dgn$$$$USERNAME$$$$8/17/99SMITH CREEKSEE SHEETS S-1 THRU S-41 FOR STRUCTURE DETAILS
SEE SHEET 9 FOR -DRW2- PROFILE
SEE SHEET 9 FOR -DRW1- PROFILE
SEE SHEET 9 FOR -MUT1- PROFILE
SEE SHEET 9 FOR -Y1- PROFILE
SEE SHEETS 7 & 8 FOR -L- PROFILE 15202512'12'
10'10'NAD
8
3/ NSRS
2
0
0
7
FUTURE GREENWAYFUTURE GREENWAY10
10
HAND RAIL
HAND RAILHAND RAIL
HAND RAIL
8' PATH
8' PATH 8' PATH
8' PATH 25GATE
+43 PROP.
WCC
WHIPPOORWILL VALLEY ENTRANCE SIGNS AT SONG SPARROW DR.
THE CONTRACTOR SHALL DEMOLISH AND REMOVE THE EXISTING
PAVING
+50 BEG.
PAVING
+90 END
2'-6" C&G
2'-6" C&G
2'-6
" C&G
2'-6
" C&G
18
' LT
+37.0718' LT
+55.81
TAPER
+40 BEG.
15.87' RT
+86.57
BEG. C&G
TAPER
END
+89.89
2'-6" C&G
2'-6" C&G
DWY.
GR.
+43 PROP. GATE DWY.CONC.10'10'
+68.00 BEGIN HANDRAIL
HANDRAIL
BEGIN
+44.44
+50.00 END HANDRAIL
HANDRAIL
+78.04 END 8:116.24' LT
BEG. C&G
+95.748:1+32.00 END HANDRAIL
D WY .
G R A V EL
GRAVEL DWY.
+70.00 BEGIN
B-5318
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
9
8
10
11
7
12
13
14
11
5
RESIDENTIAL
EXISTING BRIDGE
MTL
MTL SMITH CREEKOVERGROWN SOI
LWOODS
WOODS
WOODS
WOODS
WOODS
S
S
S
SS S
S
S
SHHC
HHTHHTHHTTT2345LP
LP
BL-6
BL-5
60.00'BM 2003 PG 2141
EASEMENT
20' PUBLIC DRAINAGE
20' TOWN OF WAKE FOREST PUBLIC SANITARY SEWER EASEMENT
BM 2003 PG 2141
DRAINAGE EASEMENT
BM 1993 PG 1531
TRIANGLE10X70 SIGHT
TR
IANGLE
10X70
S
IGHT
EIP
EIP
EIP
EIP
EIP
EIP
EIP SI
GN EASEMENTEXISTING R/W
EXISTING R/W
180.00'
180.00'EXISTING R/WEXISTING R/WSONG SPARROW DRIVE21' BST50.00'
SIGN
STONE
SIGN
STONE
GATE
4' METAL
18" VCP
18" VCP18" VCP18" VCP
DB 10873 PG 304
TOWN OF WAKE FOREST
DB 10747 PG 2733
TOWN OF WAKE FOREST
DB 12790 PG 946
STEVEN WILLIAMS
BM 1993 PG 1531
THOMAS DIAMOND
EOI EOI
EOI
EOI12" DIP
3 OVER HEAD POWER LINES
3 OVER HEAD POWER LINES
3 OVER HEAD POWER LINES
T
OWE
RP
OWE
RT
O
WE
R
P
O
WE
R TCCCONC
RI
PRAP-LI
NED DI
TCH12" UNKEND UNK
12" UNK
12"
U
NK12" RCP END UNK2SBKD 1SBKD
EOI
10.0' CONC
10.0'
CONCSHRUBS SHRUBSCLM
BRK
CLM
BRK
CONCBM 1995 PG 752
BM 1990 PG 1420
180' DUKE ENERGY EASEMENT
BM 1995 PG 752
BM 1990 PG 1420
180' DUKE ENERGY EASEMENT
FOUNTAIN
OUTLET
ELECTRICAL
TREES
30" DIP
30" DIP30" DIP30' SANITARY SEWER EASEMENT
30' SANITARY SEWER EASEMENTTOWN OF WAKE FOREST
EASEMENTDRAINAGE
PG 752BM 1995
26' BST
LIGON MILL ROAD - SR 204425'
S
T
R
E
E
T
Y
A
RD

BU
F
F
E
R
BM 2004 PG 554
WOOD
S
MTL GATE
M
T
L

G
A
T
E
HH
H
H
GRAVEL
DB 17344 PG 2290
BM 2016 PG 2152
CLAYTON PROPERTIES GROUP
PB 2020 PG 1733
DB 17041 PG 1754
FLOOD LIMIT
WITHIN 100 YEAR
CONSERVATION EASEMENT
TOWN OF WAKE FOREST
DB 10747 PG 2738
(Conservation Easement)
FLOOD LIMIT
WITHIN 100 YEAR
CONSERVATION EASEMENT
TOWN OF WAKE FOREST
HHF F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F F
F
F
F
F
C
F
C
F
C
C
C
F
FFFFCCCCFFF
F FFFFFF
BO
PFH GV
GV
13+0014+0015+0016+0017+0018+0019+0020+0021+0021+3313+5014+5015+5016+5017+5018+5019+5020+5010+0011+00
12+00
12+11
10+50
11+50
10+0011+00
12+00
13+00
14+00
15+00
15+16
10+50
11+50
12+50
13+50
14+50
3/7/2022
SHEET 4 OF 8
PERMIT DRAWING
INSTALL 2' ABOVE NWS
CLASS II RIPRAP
TEMPORARY RIRRAP WORKPAD
1.5:1 TYP
CL. II RIPRAP
3.5'
WITH CL. II RIPRAP
BANK STABILIZATION AT 1.5:1
4.0' END BENT CAPS
1@50';OAL=200'
3 SPANS 1@60', 1@90',
54" GIRDER BRIDGE
SKEW = 90 DEG.
GRADE ELEV. = 215.2'
C/L -L- STA. 19+73
CHORD
SIDE/ LOW
LOW
1:18
250
260
270
280
290
300
240
230
220
310
320
210
200
1905/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
07-MAR-2022 15:24R:\Hydraulics\PERMITS_Environmental\Drawings\B5318_hyd_prm_wet_PFL8.dgn$$$$USERNAME$$$$NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
SUITE 410
2610 WYCLIFF ROAD
250
260
270
280
290
240
230
220
210
200
190
24 25 26 27 28 29 30232221201918
B-5318
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
EXISTING GROUND
PROPOSED GRADE
L
45'
C
MIN.
10' -L- Sta. 18+73+/-BEGIN BRIDGE-L- Sta. 20+73+/-END BRIDGE-Y1- Sta. 14+47.83-L- Sta. 23+01.37 =EL. 239.23'-L- Sta. 29+50.00END GRADE-L-
PROP 100 YR =206.5'
2/1/2018
NWS=196.0'
TRAIL
MULTI-USE
ELEV. 201.04'
(2.70' RT)
-L- STA 19+21.70
BM #2
PI = 28+40.00
EL = 235.38'
VC = 210'
K = 86
DS = 50 MPH
(-)0.5000%(+)5.9554%
(+)5.9554%
(+)3.5000%
(-)0.5000%
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 5370
= 50
= 206.1
= 5970
= 100
= 206.5
= 30400
= 500+
= 217.0
= 2/1/2018
= 196.0
PI = 24+60.00
EL = 212.75'
VC = 415'
K = 64
DS = 40 MPH
TO DRAIN
GRADE
EXISTING PAVEMENT
PI = 24+60.00
EL = 212.75'
VC = 510'
K = 79
DS = 45 MPH
-L- STA. 18+00.00 TO STA. 29+50.00SEE SHEET 5 & 6 FOR -L-
WETLANDSWETLANDS
FILL IN
CLEARING
MECHANIZED WETLANDSWETLANDS
FILL IN
CLEARING
MECHANIZED WETLANDSWETLANDS
FILL IN
CLEARING
MECHANIZED
WETLANDS
WETLANDS
FILL IN
WETLANDSWETLANDS
FILL IN
CLEARING
MECHANIZED
WETLANDS
WETLANDS
FILL IN
CLEARING
MECHANIZED
SITE WA
3/7/2022
SHEET 5 OF 8
PERMIT DRAWING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
07-MAR-2022 15:24R:\Hydraulics\PERMITS_Environmental\Drawings\B5318_hyd_prm_wet_XPL_L.dgn$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.6/23/16200 200
205 205
210 210
215 215
220 220
225 225
195 195
15+00.00
200 200
205 205
210 210
215 215
220 220
225 225
195 19515+50.00
200 200
205 205
210 210
215 215
220 220
225 225
195 195
16+00.00
200 200
205 205
210 210
215 215
220 220
225 225
195 195
16+50.00
200 200
205 205
210 210
215 215
220 220
225 225
195 195
17+00.00
X-3B-5318
5 10
209.27
0.0360.036
2:1 2:1218.20216.77202.42
0.0190.020
2:1217.61216.82-DRW2-SHEAR PT200.80
0.0030.020
2:1 2:1217.02216.570.020
2:1 0.020
2:111+24.09
-DRW2-
200.73
0.0140.020
2:1 2:1216.44216.320.020 0.020
11+76.65
-DRW2-
200.59
0.0200.020
2:1 2:1216.07216.07
SITE WA
3/7/2022
SHEET 6 OF 8
PERMIT DRAWING
WETLANDS
WETLANDS
FILL IN
CLEARING
MECHANIZED WETLANDSWETLANDS
FILL IN
CLEARING
MECHANIZED
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
07-MAR-2022 15:24R:\Hydraulics\PERMITS_Environmental\Drawings\B5318_hyd_prm_wet_XPL_L.dgn$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.6/23/16200 200
205 205
210 210
215 215
220 220
225 225
195 19517+50.00
200 200
205 205
210 210
215 215
220 220
225 225
195 195
18+00.00
200 200
205 205
210 210
215 215
220 220
225 225
195 195
18+50.00
200 200
205 205
210 210
215 215
220 220
225 225
195 195
19+00.00
200 200
205 205
210 210
215 215
220 220
225 225
195 195
19+50.00
X-4B-5318
5 10
201.03
0.0200.020
2:1 2:1215.82215.82201.00
0.0200.020
2:1 2:1215.57215.57200.25 2:12:1
0.0200.020
200.58
0.0200.020
199.85
0.0200.020
SITE WB
3/7/2022
SHEET 7 OF 8
PERMIT DRAWING
WETLANDS
FILL IN
WETLANDS
WETLANDS
FILL IN
WETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
07-MAR-2022 15:24R:\Hydraulics\PERMITS_Environmental\Drawings\B5318_hyd_prm_wet_XPL_L.dgn$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.6/23/16195 195
200 200
205 205
210 210
215 215
220 220
225 225
190 19020+00.00
200 200
205 205
210 210
215 215
220 220
225 225
195 195
20+50.00
200 200
205 205
210 210
215 215
220 220
195 195
21+00.00
200 200
205 205
210 210
215 215
220 220
195 195
21+50.00
200 200
205 205
210 210
215 215
220 220
195 19522+00.00
X-5B-5318
5 10
195.12
0.0200.020
199.51
0.0200.020
199.66
0.0200.020
2:1 2:1214.07214.072:
1 2:1
197.0
200.30
0.0200.016
2:1 2:1213.82213.91197.5
2:12:
1
209.26
0.0200.001
2:1 2:1213.57213.99200.5 2:12:1
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)
WA -L- 14+89 TO 18+10 LT Roadway embankment 0.54 0.04

WA -L- 14+89 TO 16+81 LT Utility Road Embankment 0.13 0.03

WB -L- 21+39 TO 22+16 LT Roadway embankment 0.03

WC -L- 14+82 TO 14+89 RT Utility Access Drive < 0.01

WD -L- 18+01 TO 18+57 LT Utility Relocation < 0.01

SA -L- 19+74 TO 20+22 Bank stabilization & EC 175 124

SA -L- 19+76 TO 19+98 RT Temp work pad (see notes) 26

SA -L- 19+77 TO 20+07 LT Temp work bridge (see notes) 35

SB -L- 20+14 TO 22+11 Roadway embankment 240 22

TOTALS*:0.71 < 0.01 0.07 415 207 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 8 OF 8

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
WAKE
B-5318
46032.2.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3/7/2022
BUFFER DRAWING
SHEET 1 OF 4
BUFFER IMPACTS PERMIT
3/7/2022
INV
=210.24'18" HD
P
E
IN
V
=214.26'
SITE SB
SITE SA

D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
07-MAR-2022 15:24R:\Hydraulics\PERMITS_Environmental\Drawings\B5318_hyd_prm_buf_TSH.dgn$$$$USERNAME$$$$CONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NADOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRADING, DRAINAGE, PAVING AND STRUCTURE
25 50 10050
25 50 10050
5 10 2010
10
55
DUAL 3* TTST = 1
FUNC CLASS =
K
P.E.
COLLECTOR
MAJOR
R/W
LOCATION:
CONST.
NC COA No. F-0929
PLANS PREPARED FOR NCDOT BY:
PHONE: [phone]
RALEIGH, NC 27607
SUITE 410
2610 WYCLIFF ROAD
2018 STANDARD SPECIFICATIONS
B-5318
WAKE COUNTY
See Sheet 1B for Conventional Symbols
See Sheet 1A For Index of Sheets
REPLACE BRIDGE #126 OVER SMITH CREEK
ON SR 2044 (LIGON MILL ROAD)
2020 8,700
12,4002040
2
-L- STA. 20+73.00
END BRIDGE
VICINITY MAP
River MassenburgWa
k
e
For
est
ForestCarter
W ayne
Gwen
Nello Cir.PonderosaServiceEdgar Ln.
Cliff Ln.Old
Jones
Rd
.Stringbean R
d
.IvyCreekTr.IvyPine Valley Dr.
Steeple RunDR.Stable Point Cir.Ponderosa Park Dr.LoisLn. St.Rd.Rd.
Rd.Rd.Monty's Ln.
Ln.Dr.Dr.Dr.Doris Ln.
S.
Wyatt
C ST
R A ILRO A D
Sch.
Rolesville Middle
Wake Forest
Smi t hs
Sanford
C
reekRichlandCreek
CreekTo mCreek
Ln.Mangum
Dr.Cameron
Main
St.
Ct.Dannon Fork Ct.Pine Ct.Bradstone Park Dr.
Ponderosa
P
ine
C
t.Ke
lly
TO S. M
A
IN ST.
TO US 401
= 0.327 MILESLENGTH ROADWAY TIP PROJECT B-5318
= 0.038 MILESLENGTH STRUCTURE TIP PROJECT B-5318
= 0.365 MILESTOTAL LENGTH TIP PROJECT B-5318
-L- POC STA. 29+50.00
END CONSTRUCTION
END TIP PROJECT B-5318
1
1
-L- POT STA. 10+25.00
BEGIN CONSTRUCTION
BEGIN TIP PROJECT B-5318
CREEKSMITH-MUT1-B-5318-L- STA. 18+73.00
BEGIN BRIDGESmithsHeight
UTILITIES
46032.2.1
46032.2.2
-Y1- POT STA. 12+80.00
BEGIN CONSTRUCTION
NCDOT CONTACT: LISA BULLARD-GILCHRIST, EI
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF WAKE FOREST.
50 -DRW1--DRW1- STA. 12+00.00
END CONSTRUCTION
46032.2.3
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
BRYAN LAMBETH, P.E.
BEN STORMER, P.E.
-DRW2-
-DRW2- POT STA. 12+03.37
BEGIN CONSTRUCTION
FEBRUARY 11, 2021
MAY 17, 2021(SONG SPARROW DR)-Y1- SR 4428(LIGON MILL RD)
-L- SR 2044
WCC
S-BUS-36
AASHTO 2018 (US)
(c) 2021 Transoft Solutions, Inc. All rights reserved.
S-BUS-36AASHTO 2018 (US)
(c) 2021 Transoft Solutions, Inc. All rights reserved.
S-BUS-36
AASHTO 2018 (US)
(c) 2021 Transoft Solutions, Inc. All rights reserved.
S-BUS-36
AASHTO 2018 (US)
(c) 2021 Transoft Solutions, Inc. All rights reserved.
BL-7
BL-6
BL-5
BL-4
4
6
5 NAD
8
3/ 2
0
1
1
2044
2046
2044
2182
2183
2183
2990
3523
2045
2045
2115
2044
3540
3541
3542
3543
2044
3661
3662 3663
3668
3609
36103608
3678
3677
3680
3681
3679
4430
4428
4429
4433
4434
3664
3665 3667
3666
2044
3609
2049
2115
2045
2051
2049
2049
2045
3669
2181
4441
4490
4491
5114
5115
5144
5162
5163
4428
5113
LigonMillLi
g
o
n
Mill
Greenho
w Cir.
LightfootCt .Br a c k e n Ct.
Woodrose Ln.
Sparrow Dr.Tow
nsendWarblerCt.Waxwing Ct.
Orchard
Oriole Tr.
Chimney
Swift
Dr.
Lapwing
Tr.
Night
Heron
Dr.
Rd.
DeerchaseTr.
Buck RunTr.Bambi Ct.
Dasher Ct.TenPoint Tr.Burlington
Herring Gull Pl.Rd.Rd.Li
gonMi
l
l
Rd.WalterKiddeDr.Thorndike Dr.Tr
ophyTr.
Sea
well
Pine Warbler Ct.
Quail Bluff Ct.Rd.UniconDr.Circle
Dr.De
e
r
La
ke
Tr.Pr
a
n
c
e
rCt.
Elf Ct.
Redstart Ct.Clo
ve
n Ct.
HeritageFranklin
Chimney
Swift
Dr.
Donner Tr.Wa
yFl
a
g Whit
e

Song
BUFFER DRAWING
SHEET 2 OF 4
3/7/2022
EMBANKMENT EXCAVATION DETAIL
DETAIL H
BANK STABILIZATION
PAD. LINER WITH GEOTEXTILE
x 1.5' DEPTH CL I RIPRAP
5' WIDE x 10' LONG
DETAIL C
5' CHANNEL CHANGE
SEE DETAIL G
TO ELEV. 200.0'
EMBANKMENT
REMOVE EXISTING
SURROUNDING GROUND
TO BE LEVEL WITH
FILL EXISTING STEAM
(NOT TO SCALE)
EMBANKMENT EXCAVATION DETAIL
DETAIL G
DETAIL H
BANK STABILIZATION
PAD. LINER WITH GEOTEXTILE
x 1.5' DEPTH CL I RIPRAP
5' WIDE x 10' LONG
DETAIL C
5' CHANNEL CHANGE
SEE DETAIL G
TO ELEV. 200.0'
EMBANKMENT
REMOVE EXISTING
SURROUNDING GROUND
TO BE LEVEL WITH
FILL EXISTING STEAM
2
4
" RC
P 24" RCPFESSEAT=205.27'
SEAT=205.26'SEAT=205.29'
SEAT=205.29'
GRATES
LOADING
STEEL18" RCP15" RCPUNKNOWN
END
18" RCP12"
B
L
K
W
A
L
L
12" BLK WALL12" BLK WALL
72" CMP
72" CMP
HW
17.1' CONC
SITE SB
SITE SA
REMOVE
REMOVE
SEE DETAIL D
TOE PROTECTION
SEE DETAIL E
TOE PROTECTION
FROM -L- STA. 22+00 TO STA. 22+50 LT
Fill Slope2:1 or Flatter
b= 2 Ft.
d= 2 Ft.
Type of Liner= CL 1 Rip-Rap
b
DETAIL E
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
W/ELBOWS18" CSPCL B RIP RAP
( Not to Scale)
DETAIL H
2'

Type of Liner=CL II Rip-Rap
10'min.
1.0'min.RCP-IV 15" RCP-IV
18"
GEOTEXTILE
NWSEL
2'
CL B
RIP RAP
FROM -DRW2- STA. 11+30 TO STA. 11+60 RT
FROM -DRW2- STA. 10+50 TO STA. 11+50 LT
FROM -L- STA. 16+00 TO STA. 18+50 LT
FROM -L- STA. 13+50 TO STA. 15+00 LT
Fill Slope2:1 or Flatter
b=4.0Ft.
d=2.0Ft.
Type of Liner= CL. B Rip-Rap
b
DETAIL D
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
FROM -L- STA. 20+10 TO STA. 20+24 CL
FROM -L- STA. 19+69 TO STA. 19+82 CL
RIP RAP AT EMBANKMENT/BANK STABILIZATION
2.0'
1"/Ft.

FROM L STA. 20+04 TO STA. 22+00 LT
Ground
Natural
DETAIL C
Ground
Natural
Exist. Channel
Fill Slope
Proposed
GEOTEXTILE
b= 10 Ft.
B= 5 Ft.
Min. D= 3.0 Ft.
3.0'
Type of Liner= CL II Rip-Rap in side slopes of channel
Type of Liner= CL I Rip-Rap countersunk in base of channel
b
2:1D
( Not to Scale)
B
CHANNEL CHANGE
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
REMOVE
REMOVE
SEE DETAIL D
TOE PROTECTION
SEE DETAIL E
TOE PROTECTION
+99 LT/RT
POINT
TO SHOULDER
CL. II RIPRAP
1.5:1 TYP
CL. II RIPRAP1.5:11.5:1W/ELBOWS18" CSPGRADE TO DRAIN
4.0' END BENT CAPS (TYP.)
LAYBACK EMBANMENT @ 1.5:1
TO ELEV. 200' (TYP.)
EMBANKMENT
REMOVE EXISTING
CL B RIP RAP
( Not to Scale)
DETAIL H
2'

Type of Liner=CL II Rip-Rap
10'min.
1.0'min.RCP-IV 15" RCP-IV
18"
2'
+49 LT/RT
TO SHLD. POINT
CL. II RIPRAP
CL B
RIP RAP
0501
0500
0513
0507
0508
0502
0514
0509
0503
0511 0512
RIP RAP AT EMBANKMENT/BANK STABILIZATION
SEE DETAIL G
REMOVE EXISTING EMBANKMENT TO ELEV. 200.0'
CB
CB
CB CB
CB CB
CB
18" RCP-III
15" RCP-III
W/ELBOWS24" CSPW/ELBOWS15" CSPCB
15" RCP-III 15"
R
C
P-III
CB
CB
CB CB
CB CB
CB
18" RCP-III
15" RCP-III
W/ELBOWS24" CSPW/ELBOWS15" CSPCB
15" RCP-III 15"
R
C
P-III
GRAPHIC SCALE
0'100'100'
-DRW2--DRW1-RESIDENTIAL
520
L
BRIDGE SKETCH .02F-F.0240'-0"36'-0"MATCH TO SHEET 4 - -L- STA. 14+50.00MATCH TO SHEET 6 - -L- STA. 25+00.00-L- POT Sta. 18+48.00+/-
BEGIN APPROACH SLAB
-L- POT Sta. 20+98.00+/-
END APPROACH SLAB
-L- POT Sta. 18+73.00+/-
BEGIN BRIDGE
-L- POT Sta. 20+73.00+/-
END BRIDGEC -MUT1- POT Sta. 11+20.00
-L- POT Sta. 19+18.00 =-MUT1--L-36'-0"8' SHARED-USE PATH
8' SHARED-USE PATH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
07-MAR-2022 15:24R:\Hydraulics\PERMITS_Environmental\Drawings\B5318_hyd_prm_buf_PSH5.dgn$$$$USERNAME$$$$8/17/99SMITH CREEKSEE SHEETS S-1 THRU S-41 FOR STRUCTURE DETAILS
SEE SHEET 9 FOR -DRW2- PROFILE
SEE SHEET 9 FOR -DRW1- PROFILE
SEE SHEET 9 FOR -MUT1- PROFILE
SEE SHEET 9 FOR -Y1- PROFILE
SEE SHEETS 7 & 8 FOR -L- PROFILE 15202512'12'
10'10'NAD
8
3/ NSRS
2
0
0
7
FUTURE GREENWAYFUTURE GREENWAY10
10
HAND RAIL
HAND RAILHAND RAIL
HAND RAIL
8' PATH
8' PATH 8' PATH
8' PATH 25GATE
+43 PROP.
WCC
WHIPPOORWILL VALLEY ENTRANCE SIGNS AT SONG SPARROW DR.
THE CONTRACTOR SHALL DEMOLISH AND REMOVE THE EXISTING
PAVING
+50 BEG.
PAVING
+90 END
2'-6" C&G
2'-6" C&G
2'-6
" C&G
2'-6
" C&G
18
' LT
+37.0718' LT
+55.81
TAPER
+40 BEG.
15.87' RT
+86.57
BEG. C&G
TAPER
END
+89.89
2'-6" C&G
2'-6" C&G
DWY.
GR.
+43 PROP. GATE DWY.CONC.10'10'
+68.00 BEGIN HANDRAIL
HANDRAIL
BEGIN
+44.44
+50.00 END HANDRAIL
HANDRAIL
+78.04 END 8:116.24' LT
BEG. C&G
+95.748:1+32.00 END HANDRAIL
D WY .
G R A V EL
GRAVEL DWY.
+70.00 BEGIN
B-5318
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
9
8
10
11
7
12
13
14
11
5
RESIDENTIAL
EXISTING BRIDGE
MTL
MTL SMITH CREEKOVERGROWN SOI
LWOODS
WOODS
WOODS
WOODS
WOODS
S
S
S
SS S
S
S
SHHC
HHTHHTHHTTT2345LP
LP
BL-6
BL-5
60.00'BM 2003 PG 2141
EASEMENT
20' PUBLIC DRAINAGE
20' TOWN OF WAKE FOREST PUBLIC SANITARY SEWER EASEMENT
BM 2003 PG 2141
DRAINAGE EASEMENT
BM 1993 PG 1531
TRIANGLE10X70 SIGHT
TR
IANGLE
10X70
S
IGHT
EIP
EIP
EIP
EIP
EIP
EIP
EIP SI
GN EASEMENTEXISTING R/W
EXISTING R/W
180.00'
180.00'EXISTING R/WEXISTING R/WSONG SPARROW DRIVE21' BST50.00'
SIGN
STONE
SIGN
STONE
GATE
4' METAL
18" VCP
18" VCP18" VCP18" VCP
DB 10873 PG 304
TOWN OF WAKE FOREST
DB 10747 PG 2733
TOWN OF WAKE FOREST
DB 12790 PG 946
STEVEN WILLIAMS
BM 1993 PG 1531
THOMAS DIAMOND
EOI EOI
EOI
EOI12" DIP
3 OVER HEAD POWER LINES
3 OVER HEAD POWER LINES
3 OVER HEAD POWER LINES
T
OWE
RP
OWE
RT
O
WE
R
P
O
WE
R TCCCONC
RI
PRAP-LI
NED DI
TCH12" UNKEND UNK
12" UNK
12"
U
NK12" RCP END UNK2SBKD 1SBKD
EOI
10.0' CONC
10.0'
CONCSHRUBS SHRUBSCLM
BRK
CLM
BRK
CONCBM 1995 PG 752
BM 1990 PG 1420
180' DUKE ENERGY EASEMENT
BM 1995 PG 752
BM 1990 PG 1420
180' DUKE ENERGY EASEMENT
FOUNTAIN
OUTLET
ELECTRICAL
TREES
30" DIP
30" DIP30" DIP30' SANITARY SEWER EASEMENT
30' SANITARY SEWER EASEMENTTOWN OF WAKE FOREST
EASEMENTDRAINAGE
PG 752BM 1995
26' BST
LIGON MILL ROAD - SR 204425'
S
T
R
E
E
T
Y
A
RD

BU
F
F
E
R
BM 2004 PG 554
WOOD
S
MTL GATE
M
T
L

G
A
T
E
HH
H
H
GRAVEL
DB 17344 PG 2290
BM 2016 PG 2152
CLAYTON PROPERTIES GROUP
PB 2020 PG 1733
DB 17041 PG 1754
FLOOD LIMIT
WITHIN 100 YEAR
CONSERVATION EASEMENT
TOWN OF WAKE FOREST
DB 10747 PG 2738
(Conservation Easement)
FLOOD LIMIT
WITHIN 100 YEAR
CONSERVATION EASEMENT
TOWN OF WAKE FOREST
HHF F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F F
F
F
F
F
C
F
C
F
C
C
C
F
FFFFCCCCFFF
F FFFFFF
BO
PFH GV
GV
13+0014+0015+0016+0017+0018+0019+0020+0021+0021+3313+5014+5015+5016+5017+5018+5019+5020+5010+0011+00
12+00
12+11
10+50
11+50
10+0011+00
12+00
13+00
14+00
15+00
15+16
10+50
11+50
12+50
13+50
14+50
Site Station Structure
No.(From/To)Size / Type
SA -L- 19+25 to 20+76 Bridge X 10306 5942 16248
SB -L- 20+43 to 22+71 roadway fill and riprap X 12022 6191 18213
10306 5942 16248 12022 6191 18213 0 0
NOTES:
Revised 2018 Feb SHEET 3 OF 4
BUFFER
REPLACEMENT
IMPACTS
RIPARIAN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TOTALS*:
ROAD
CROSSING BRIDGE PARALLEL
IMPACT ZONE 1
(ft2)
ZONE 2
(ft2)
TYPE
WAKE
B-5318
46032.2.1
ALLOWABLE MITIGABLE
3/7/2022
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
SB 21+38 22+16 384 840
384 840
Revised 2018 Feb SHEET 4 OF 4
WETLANDS IN BUFFER IMPACTS SUMMARY
46032.2.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3/7/2022
WAKE
B-5318
WETLANDS IN
BUFFERS
SITE NO.
STATION
(FROM/TO)
TOTAL:
Rev. Jan 2009

Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 1 of 4

HISTORIC ARCHITECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM

This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.

PROJECT INFORMATION
Project No: B-5318 County: Wake
WBS No.: 46032.1.1 Document
Type:
CE
Fed. Aid No: BRZ-2044(4) Funding: State Federal
Federal
Permit(s):
Yes No Permit
Type(s):
USACE
Project Description:
Replace Bridge No. 126 on SR 2044 (Ligon Mill Rd) over Smith Creek.

SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusions :
This is an updated review for this project originally submitted February 2011, now with and
expanded study area. Review of HPO quad maps, relevant background reports, historic
designations roster, and indexes was undertaken on August 20, 2019. Based on this review there
are no NR, DE, LL, SL or SS in the Area of Potential Effects (APE). There are no structures over
50 years of age in the APE. No Survey is required at this time.

This project was submitted again for screening with a slightly changed APE on February 1,
2021. There are no properties over 50 years of age in the new APE. No Survey is required.

This project was submitted again for screening with a slightly changed APE on February 2,
2022. There are no properties over 50 years of age in the new APE. No Survey is required.
Why the available information provides a reliable basis for reasonably predicting that there
are no unidentified significant historic architectural or landscape resources in the project
area:
Using HPO GIS website and county tax data provides reliable information regarding the structures in the
APE. These combined utilities are considered valid for the purposes of determining the likelihood of
historic resources being present.

SUPPORT DOCUMENTATION
Map(s) Previous Survey Info. Photos Correspondence Design Plans

10-12-0016
update
Project Tracking No. (Internal Use)

Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 2 of 4
FINDING BY NCDOT ARCHITECTURAL HISTORIAN

Historic Architecture and Landscapes -- NO SURVEY REQUIRED

Shelby Reap February 2, 2022

NCDOT Architectural Historian Date

2022 APE

Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 3 of 4

Previous APE 2021 APE

Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 4 of 4

B-5318 NRTR Update
September 10, 2021

Page 3 of 6
Table 4. ESA federally protected species listed for Wake County.
Scientific Name Common Name Federal
Status
Habitat
Present
Biological
Conclusion
Picoides borealis Red-cockaded
Woodpecker Endangered No No Effect
Noturus furiosus Carolina Madtom Endangered No No Effect
Necturus lewisi Neuse River waterdog Threatened No No Effect
Fusconaia masoni Atlantic pigtoe Proposed
Threatened No No Effect
Alasmidonta heterodon Dwarf Wedgemussel Endangered No No Effect
Rhus michauxii Michaux’s Sumac Endangered Yes No Effect
* The federal action agency, or its nonfederal designee (NCDOT), must render a biological conclusion for each species

Red-cockaded woodpecker
USFWS survey window: year round; November – early March (optimal)

Recommended Biological Conclusion: No Effect
The Mesic Mixed Hardwood Forest located in the southeast and western quadrants of the
study area does not provide the preferred nesting and foraging habitat in the form of open
and mature stands of southern pines. Although both stands have scattered pine trees that
are greater than thirty years old, the stands are dominated by hardwoods. The hardwood
dominated study area provides unsuitable conditions for foraging habitat. Foot surveys
were conducted on December 18, 2020 and July 12, 2021 that examined all mature pine
trees took approximately one hour. No evidence in the form of active or inactive cavities
or sap trails was observed. A review of Natural Heritage Program records on August 11,
2021 indicates no known occurrences within 1.0 mile of the study area. Based on this
information, it can be concluded that the project will have no effect on red-cockaded
woodpecker.

Carolina Madtom
USFWS optimal survey window: year round

Biological Conclusion: No Effect
The USFWS has concurred with the No Effect call for this species in a December 28, 2020
email (Appendix C), due to the 303(d) status of the stream, degraded habitat quality, and
previous aquatic surveys conducted found no mussel species in the project area. Based on
this information, it can be concluded that the project will have no effect on the Carolina
madtom.

B-5318 NRTR Update
September 10, 2021

Page 4 of 6

Neuse River waterdog
USFWS optimal survey window: year round

Biological Conclusion: No Effect
The USFWS has concurred with the No Effect call for this species in a December 28, 2020
email (Appendix C, due to the 303(d) status of the stream, degraded habitat quality, and
surveys for the Neuse River waterdog conducted in 2019 found no individuals present). A
review of Natural Heritage Program records on August 11, 2021 indicates no known
occurrences within 1.0 mile of the study area. Based on this information, it can be
concluded that the project will have no effect on the Neuse River waterdog.

Atlantic pigtoe
USFWS optimal survey window: year round

Biological Conclusion: No Effect
The USFWS has concurred with the No Effect call for this species in a December 28, 2020
email (Appendix C, due to the 303(d) status of the stream, degraded habitat quality, and
mussel surveys conducted in 2017 found no mussels present). A review of Natural
Heritage Program records on August 11, 2021 indicates no known occurrences within 1.0
mile of the study area. Based on this information, it can be concluded that the project will
have no effect on the Atlantic pigtoe.

Dwarf wedgemussel
USFWS optimal survey window: year round

Biological Conclusion: No Effect
The USFWS has concurred with the No Effect call for this species in a December 28, 2020
email (Appendix C, due to the 303(d) status of the stream, degraded habitat quality, and
mussel surveys conducted in 2017 found no mussels present). A review of Natural
Heritage Program records on August 11, 2021 indicates no known occurrences within 1.0
mile of the study area. Based on this information, it can be concluded that the project will
have no effect on the dwarf wedgemussel.

Michaux’s Sumac
USFWS optimal survey window: May – October

B-5318 NRTR Update
September 10, 2021

Page 5 of 6
Recommended Biological Conclusion: No Effect
Habitat for Michaux’s sumac is present within the study area along the maintained road
shoulders and utility corridors. A review of NHP records on December 28, 2020 indicates
no known occurrences within 1.0 mile of the study area. Previous survey efforts have
found no individuals present. A review of Natural Heritage Program records on August
11, 2021 indicates no known occurrences within 1.0 mile of the study area.
An updated field survey was performed July 12, 2021 and no specimens were found in the
study area.

Northern Long-Eared Bat Act
The USFWS has revised the previous programmatic biological opinion (PBO) in conjunction with
the Federal Highway Administration (FHWA), the US Army Corps of Engineers (USACE), and
NCDOT for the northern long-eared bat (NLEB) (Myotis septentrionalis) in eastern North
Carolina. The PBO covers the entire NCDOT program in Divisions 1-8, including all NCDOT
projects and activities. Although this programmatic covers Divisions 1-8, NLEBs are currently
only known to occur in 30 counties within Divisions 1-8. NCDOT, FHWA, and USACE have
agreed to two conservation measures which will avoid/minimize mortality of NLEBs. These
conservation measures only apply to the 30 current known/potential counties shown on Figure 2
of the PBO at this time. The programmatic determination for NLEB for the NCDOT program is
May Affect, Likely to Adversely Affect. The PBO provides incidental take coverage for NLEB
and will ensure compliance with Section 7 of the Endangered Species Act for ten years for all
NCDOT projects with a federal nexus in Divisions 1-8, which includes Wake County, where
B-5318 is located. Currently the 30 counties where NLEBs are known to occur does not include
Wake County. This level of incidental take is authorized from the effective date of a final listing
determination through December 31, 2030.
Measures to Avoid/Minimize Mortality
1) No tree clearing will occur within 150 feet of a known maternity roost tree May 1 – June 30 in
order to protect non-volant young. Winter roost trees are not considered maternity roost trees.

2) At individual project sites where a total of 1.0 acre or more of tree clearing will occur, no tree
clearing will occur during the portion of the day that the air temperature is <40 degrees Fahrenheit
in order to protect NLEBs that may be in torpor. This restriction is only subject to the
known/potential range (30 coastal counties) that is shown in Figure 2 of the 2020 PBO.

B-5318 is outside the outside of the known/potential range for the NLEB, therefore these measures
are not applicable to this project.

Bald Eagle and Golden Eagle Protection Act
The bald eagle is protected under the Bald and Golden Eagle Protection Act, and enforced by the
USFWS. Habitat for the bald eagle primarily consists of mature forests in proximity to large
B-5318 NRTR Update
September 10, 2021

Page 6 of 6
bodies of open water for foraging. Large dominant trees are utilized for nesting sites, typically
within 1.0 mile of open water.

A desktop-GIS assessment of the project study area, as well as the area within a 1.0-mile radius of
the updated project limits, was performed on September 8th, 2021 using NC One Map color aerials.
No water bodies large enough or sufficiently open to be considered potential feeding sources were
identified. Since there was no foraging habitat within the review area, a survey of the project study
area and the area within 660 feet of the project limits was not conducted. Additionally, a review
of the NHP database on August 11, 2021 revealed no known occurrences of this species within 1.0
mile of the project study area. Due to the lack of habitat, known occurrences, and minimal impact
anticipated for this project, it has been determined that this project will not affect this species.

1

Replacement of Bridge No. 126 over
Smith Creek on Ligon Mill Road
(SR 2044) in Wake Forest
(rev. 3/09/2022)
TIP: B-5318

Background information and photographs….Page 2
Early planning……………………………………………..Page 4
Agency coordination……………………………………Page 5
Categorical Exclusion…………………………………..Page 6
Current Design Information…………………………Page 8
Constructability Review Meeting…………………Page 9
Bank stabilization of Smith Creek...……………..Page 10
Relocation of UT to Smith Creek…………………..Page 11
Roadway Impacts…………………………………………Page 12
Utility Impacts………………………………………………Page 13
Conservation Easement………………………………..Page 17
2

Background Information and photographs
The North Carolina Department of Transportation proposes to replace Bridge No. 126 over Smith Creek on Ligon Mill
Road (SR 2044) in Wake Forest, North Carolina.
The existing structure is a four-span bridge (1 @ 30’6”, 2 @ 30’, 1 @ 30’6”) with timber end bents, timber interior bents
and steel interior crutch bents. The bridge was constructed in 1967.
The purpose of the project is to provide safer and more efficient traffic operations. Additionally, the bridge has a
sufficiency rating of six (out of a possible 100 score) and a structural evaluation appraisal rating of three out of nine
based on Federal Highway Administration (FHWA) standards. The bridge is also posted with weight limits for single
vehicles and truck/tractor vehicles.

3

4

Early Planning
Early project planning for this project was completed by the NCDOT Project Development Unit.
A September 15, 2015 meeting was held to discuss constructability and feasibility of preliminary bridge replacement
alternatives for the project. Four alternatives were discussed:
• Alternative 1 (3-lane bridge; replace on new location to the east and raising grade to accommodate a greenway;
maintain traffic on existing bridge).
• Alternative 2 (3-lane bridge; replace on new location to the east with maintaining similar grade; maintain traffic
on existing bridge).
• Alternative 3 (3-lane bridge; replace in place and raising grade to accommodate a greenway; offsite detour).
• Alternative 4 (3-lane bridge; replace in place with maintaining similar grade; offsite detour).
Alternatives 3 and 4 retain the bridge in existing location beneath a high-voltage transmission line. A bridge on existing
location will require the transmission line to be relocated at a cost reaching +/- $1,000,000. This would require a two-
year relocation period for Duke Energy to obtain regulatory approvals for relocating the transmission line. Wake County
EMS indicated that closure of the existing bridge during construction and routing traffic to an off-site detour would
dramatically impact response times in the area. The team eliminated Alternatives 3 and 4 from further consideration
due to: 1) extensive impact on utilities and 2) rerouting a large volume of traffic using an off-site detour.
Other issues noted in the meeting were the likely relocation of sewer lines outside of the construction limits in wetland
areas and relocation of an existing overhead electric distribution line.

5

Agency Coordination
Input from federal, state and local officials was requested in a scoping letter sent out December 22, 2010. The letter
included Figure 3 (Jurisdictional Features) (see below) that indicated the presence of a large wetland (Wetland A), Smith
Creek and Stream SB (UT to Smith Creek) in the project study area. The NC Wildlife Resource Commission (March 28,
2011) indicated that the property located in the northeast quadrant of the project has a Clean Water Management Trust
Fund conservation easement; impacts to this property should be avoided. A review of the project on ATLAS indicates
that the CWMTF easement is actually in the northwest quadrant. Eric Alsmeyer provided some information via email on
February 4, 2021, regarding the scoping letter. Mr. Alsmeyer indicated that he could not find any record of the scoping
letter and it would have been unlikely that he would have provided a response for a bridge project due to workload.

6

Categorical Exclusion
The Categorical Exclusion was signed on April 27, 2017.
Construction Alternatives:
No-Build Alternative
The No-Build Alternative was eliminated as it would eventually result in the closing of the road which is unacceptable
due to traffic volumes served by Ligon Mill Road.
Build Alternatives
• Alternative 1 (Preferred):
Replacement of the bridge to the east of the existing location with a 200 ft x 58 ft wide bridge. The roadway
elevation would be six ft higher than the existing bridge to accommodate a future greenway. Note: This alternative
anticipated impacts of 296 linear ft of stream impact and 0.46 ac of wetland impact.
• Alternative 2:
Replacement of bridge to the east of the existing location with a 250 ft x 58 ft wide bridge. This alternative was
eliminated because it provides lower clearance under the bridge, does not accommodate a greenway and it requires
a 50 ft longer bridge due to hydraulic considerations.
Alternatives Eliminated from Further Consideration
• Rehabilitation: Deteriorating concrete and steel elements of the superstructure and decaying timber elements
of the substructure made it impractical and too costly for repair and rehabilitation.
• Staged Construction: Staged construction is not feasible for this bridge because the superstructure type
(prestressed concrete channels) and steel pile crutch bents will not support removal of a portion of the bridge
while maintaining traffic on the remaining portions of the bridge.
• Offsite Detour: Alternatives that involve an off-site detour were eliminated from further consideration due to
concerns of the local fire department and school system, as well as the presence of existing overhead utilities
south of the existing bridge.

Permitting info in the Categorial Exclusion:
The document indicated that the limited environmental impacts on the project could allow the Department to permit
the project with a NWP 23 and NWP 33.

Typical sections in Categorical Exclusion:
The proposed typical section along the bridge is 2 @ 11 ft travel lanes, 11 ft center turn lane, 2 @ 5 ft bike lanes, 2 @ 5 ft
6 in sidewalks and 2 ft gutter on each side. A 15 ft wide concrete greenway will be constructed under the bridge to
accommodate a future greenway.
7

Categorical Exclusion Consultation
The Categorical Exclusion Consultation was signed on X, X 2022.

8

Current Design Information
The updated typical section along the bridge is 2 @ 12 ft travel lanes, 12 ft center turn lane, 2 @ 8 ft multi use path and
3 ft travel edge and barrier on each side. A 15 ft wide concrete greenway will be constructed under the bridge to
accommodate a future greenway.

The current bridge design is a 3-span bridge (1@ 60 ft, 1@ 90 ft, 1@ 50 ft) that spans Smith Creek.

9

Constructability Review Meeting (July 1, 2021)
Existing bridge/roadway and proposed bridge/roadway are located under a 500 kV Duke Energy transmission line.
Required construction clearance of transmission line depends on the type of equipment and kV of line output. Over 500
kV requires over at least 35 ft clearance per Duke Energy requirements. Articulated equipment, such as a crane or
vertical rig are required to be below 50 ft clearance.
Access to construct the new end bent along south streambank: This will require construction of a temporary access road
and temporary bridge extending from the north streambank to the south streambank. This will result in no additional
impacts to wetlands. There will be approximately 35 linear feet of temporary stream impact associated with the
temporary work bridge. Note that this impact amount is concurrent with the permanent rip rap bank stabilization.

Access to remove existing in-stream piles: This will require construction of a temporary rip rap causeway extending from
the north streambank to near the midpoint of Smith Creek. There will result in no additional wetland impacts. There
will be approximately 26 linear feet of temporary stream impact (concurrent with permanent rip rap bank stabilization)
for the temporary causeway.

10

Bank stabilization of Smith Creek
The Department proposes to install Class II rip rap bank stabilization on both streambanks (Class II rip rap extending to
below the ordinary high water mark to provide long-term stabilization. The NCDOT Hydraulics Unit indicated that the
banks require stabilization during the Combined Field Inspection on October 10, 2017. This will result in 175 linear ft of
permanent stream impact.

11

Relocation of Unnamed Tributary to Smith Creek
Construction of Alternative 1 (the preferred alternative) will result in the filling in of the Unnamed Tributary to Smith
Creek and relocation into a rip rap lined lateral base ditch. This activity will result in the permanent stream impact of
240 linear ft and temporary stream impact of 22 linear ft. The lateral base ditch will be designed to include
countersunk Class II rip rap in the base of the channel and Class I rip rap on the banks of the channel. Impacts will
extend to below the ordinary high water mark. Note: The Categorical Exclusion indicated 296 linear feet of stream
impacts from the project.

12

Roadway impacts
Construction of Alternative 1 (the preferred alternative) will result in the permanent impacts to wetlands. Construction
of this alternative will result in the permanent wetland fill impact of 0.57 ac and permanent mechanized clearing impact
of 0.04 ac. The typical section provided in the Categorical Exclusion had an overall width of 67 feet. The proposed
typical section provides a total overall width of 75 feet (with guardrail which is required in the footprint of the wetlands).
The Categorical Exclusion indicated 0.046 ac of wetland impacts from the project.

13

Utility Impacts
Existing sewer easements cross Ligon Mill Road to the north of the existing bridge. The 50 ft wide easements contain a
30 in Ductile Iron Pipe (DIP) line and 18 in Vitrified Clay Pipe (VCP) line owned and operated by the City of Raleigh.

***Note: Existing manholes indicated by blue circles in the above figure.
14

Construction of the project will require the following actions associated with this utility:
1) Relocation of existing manholes under the proposed roadway fill. No wetland or stream impacts.
2) Reconstruction of the 18 in VCP from the relocated manhole down to the next adjacent manhole (must be replaced
per City of Raleigh letter on 2/8/2018). This may result in <0.01 ac of excavation in wetland impact and no impacts to
streams.
3) Temporary installation of 30 in and 18 in bypass lines to facilitate continued use of the sewer line during utility
construction. No wetland or stream impacts.

15

4) Construction of a new gravel road to provide access in the northeast quadrant to allow City of Raleigh to provide
maintenance on the existing sewer lines in the easement (per City of Raleigh email on 7/22/2021). The interceptor is
critical for the system. Existing sewer easements in adjacent neighborhoods/sites are not designed for access with
heavy machinery, excavators, flush trucks, etc. Construction of any access driveway must meet the minimum design
standards for pump station access which is at a 10% maximum grade. Construction of this alternative will result in
permanent wetland fill impact of 0.13 ac and permanent mechanized clearing impact of 0.03 ac.

16

5) Adjustment to driveway tie in point for an existing gravel road in the northwest quadrant to allow City of Raleigh to
access a pump station. Construction of this alternative will result in the permanent mechanized clearing impact of <0.01
ac.

17

Conservation Easement
The Lewis-Tatum tract is a parcel owned by the Town of Wake Forest that was purchased with Clean Water
Management Trust Fund/North Carolina Land and Water Fund funds. The Department has worked with Marissa Hartzler
(Stewardship Program Manager for the NC Land and Water Fund) to provide temporary construction easements and a
permanent utility easement for construction of the bridge replacement project in the larger conservation easement.
The Department has completed all necessary coordination with the NCLWF regarding this issue. There will be no
impacts to jurisdictional features located within the Conservation Easement.