20210589 Ver 1_Meeting Request Review Doc Attachment_20210319

(Version 2.08; Released April 2018)17BP.7.R.114TIP No.:SF-400052County(ies):Guilford Page 1of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year:2025Existing:Year:Aquatic T&E Species?NoComments:NoNoNoWetlands within Project Limits?NoneNoneSupplemental Classification: Low Residential, WoodedUT to Deep River17-(3.3)0.80.258 milesProject DescriptionProposed ProjectCape FearRiver Basin(s): City/Town:0.9Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail], NC 27560Address:3/16/2021GuilfordGreensboroGalen Cail, PE1590 Mail Services UnitWBS Element:Bridge ReplacementWBS Element:Kyle StofferNCDOT Contact:(919) 707-6711555 Fayetteville Street, Suite 900Raleigh, NC 27601Contractor / Designer:[phone]HDR Engineering, Inc. of the CarolinasNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Hydraulics UnitAddress:General Project InformationSF-40005217BP.7.R.114Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The North Carolina Department of Transportation (NCDOT) has proposed to replace Guilford County Bridge #52 on Scientific Street (SR 1332) over UT to Deep River. The existing structure is a single span bridge (1@32'-8") steel plank deck on I-beams. The proposed structure is a 2@ 12’x10’ RCBC with top edge bevel and wing walls. This structure has been designed to have as little environmental and surface water impacts as possible. 2:1 roadway fill slope will be used to minimize impacts. Channel improvements were made for the proposed RCBC design. Excavation was kept to a minimum to produce as little impact as possible. Where excavation is necessary, geotextile and rip-rap were utilized for bank stabilization in an attempt to reduce stream bank erosion. Floodplain benches with coir fiber matting will be installed upstream of the culvert. A low flow barrel on the south side of the culvert was designed to match the stream width to maintain the normal flow width, depth and velocity of the stream. This will maintain sediment transport to provide a stable stream during bankfull discharge. The barrel invert will be a minimum of 1’ below the stream bed to consider fish passage. 1’ high sills will be installed at upstream and downstream face of the low flow barrel. A high flow barrel on the north side of the culvert will provide flood conveyance during high flow storm events. This will reduce shear stress on the stream bottom. 2’ high sills will be installed at upstream and downstream face of the high flow barrel. The SW quadrant has a buffered jurisdictional feature that outfalls into UT to Deep River at 14+55 LT at the face of the existing bridge. A rip rap pad is proposed at the existing 24" RCP outlet at -L- 10+35 LT. The rip rap pad will reduce the outlet velocity and provide a non-erosive velocity and reduce future erosion at the outlet area. In the SE quadrant there is buffered jurisdictional feature at the outlet of the storm drain system. The channel outlets just downstream of the project area into UT to Deep River. The NE quadrant a proposed Class B line ‘V’ ditch will outfall at 14+25 RT onto the downstream channel improvements Class II rip rap that will dissipate energy and provide a diffused flow (non-erosive) into the stream. Due to the nature of this bridge replacement, the increases in stormwater discharges (post vs pre condition) are insignificant and the existing ditches do not need to be modified. Therefore, additional stormwater measures are not required.Randleman LakeBuffer Rules in Effect:None2800Scientific Street (SR 1332): 2 paved lanes (total 24' wide), 6' shoulder on each side (9' with guardrail).Waterbody Information2011NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply IV (WS-IV)NCDWR Surface Water Classification for Water Bodyac.Scientific Street (SR 1332): 2 paved lanes (total 22' wide), 2' shoulder on each [e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NoDeck 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)
Jamestown
pop. 3,369
CorporationSouthern
Carolina
Railroad
Company
1158
1353
1355
1113
1409
1323
1320
1113 1332
1334
1523
1349
1437
1453
1278
1486
1152
1471
1334
1321
1350
1278
1354
1410
4231
1334
1332
1536
1523
1648
4141
1537
1486
1486
4121
1159
311
2
1159

STATE STATE PROJECT REFERENCE NO.
F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET

DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA

DESIGN DATA PROJECT LENGTH
LETTING DATE:

STATE PROJECT NO.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
1
VICINITY MAP
(NOT TO SCALE)

NCDOT CONTACT:$$$$USERNAME$$$$DIVISION 7
OFF-SITE DETOUR

DEPART
ME
NT
OF TRANSPORTATIONSTATE OF NORT
H CAR
O
L
I
NA
SIGNATURE:
P.E.
SIGNATURE:
P.E.CONTRACT: TIM JORDAN, PE
PROJECT ENGINEER
HYDRAULICS ENGINEER
PROGRAM MANAGER
DIVISION BRIDGE
TIM POWERS, PE
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER PLANS PREPARED BY:TIP PROJECT: 17BP.7.R.11417BP.7.R.114
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DAVID FUH, PE
LICENSE NO. F-0669
GUILFORD COUNTY
V = 40 MPH
ADT 2025 = 5600
ADT 2011 = 2800
MAJOR ARTERIAL
SUB REGIONAL TIER
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND CULVERT
TOTAL LENGTH TIP PROJECT = 0.258 MILES
LENGTH STRUCTURE TIP PROJECT = 0.005 MILES
LENGTH ROADWAY TIP PROJECT = 0.253 MILES
2018 STANDARD SPECIFICATIONS
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
HDR Engineering, Inc. of the Carolinas
Prepared in the Office of Mott MacDonald for
www.mottmac.com/americas
[phone] (Fax)
[phone]
Fuquay-Varina, NC 27526
7621 Purfoy Road, Suite 115
NAD 83/ NA 2011
LIMITS
PROJECT
17BP.7.R.114
-L- POT Sta. 10+00.00
BEGIN PROJECT 17BP.7.R.114
MANOR DRIVETO SOUTHRIDGE ROADTO SR 1332
-L-MAIN STREET
TO WEST KI
VETT DRI
VETO-L- Sta. 14+22.62
BEGIN CULVERT
-L- Sta. 14+51.58
END CULVERT
PRUETTE PLACE-Y- POC Sta. 11+75.00
END CONSTRUCTION CEDROW DRIVERAILROADSOUTHERNNORFOLK
VERTICAL SSD
*DESIGN EXCEPTION:
SAG VERTICAL CURVE K
CREST VERTICAL CURVE K
-L- POT Sta. 22+00.00
END PROJECT 17BP.7.R.114
WETLAND AND SURFACE WATER IMPACTS PERMIT
ENGLISH
J:\Hydro\DDC\Guilford_052\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\400052_hyd_prm_wet_tsh.dgnHDR ENGINEERING, INC.3/16/2021311
311
BUS
85
SHEET 1 OF 11
PERMIT DRAWING
LOCATION: BRIDGE NO. 52 OVER UT TO DEEP RIVER ON SR 1332 (SCIENTIFIC STREET)
DEEP RIVERUT TO
WOODS36" PVC36" PVCWOODST
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODST4
8" VI
NYL24" RCP
W24" RCP18" CMP24" RCPBSTGR GRTO KI
VETT DR12" RCP
VAR. GR
B
S
T
V
A
R. G
R
TO WEST MAIN STCEDROW DR 21' PAVED ROADWAYTO MANOR DRW2SB
K
A
PT2SBKAPT
2SBKAPT
8" VCP8
" VC
P
8" VCP 8" DI
21" RCP21" RCPVAR. SOILTO SOUTHRIDGE RD1SBLKBUS
PRUETTE PLVAR. GR
VAR. GR
8" VCP8" PVC8"
V
C
P
8
" V
C
P 8" VCP8" VCP8" VCP
FFE=776.48'
FFE=778.05'
F
F
E
=
7
7
9
.2
0'
W/LT
W/LTGRGR EXISTING RAILROAD R/
W
EXISTING RAILROAD R/
W
4" PL4" PL4" STL4" STL 4" STL4" STL
4" STL 4" STLSOUTH BOUND TRACK
NORFOLK SOUTHERN RAILROAD
(PB 13 PG 88)
SOUTH BOUND TRACK
FROM CENTERLINE OF
100.00'
(PB 28 PG 51)
NORTH BOUND TRACK
FROM CENTERLINE OF
100.00'
NORTH BOUND TRACK
NORFOLK SOUTHERN RAILROAD
EXISTING RAILROAD R/
W
EXISTING RAILROAD R/
W
WE
S
T BROOK COURTUN-OP
E
NE
DE
XI
S
TI
NG R/W60.00'60.00'EXISTING
R/W
R/W
EXISTING
23' PAVED ROADWAY
SR 1332 SOUTH SCIENTIFIC ST EXISTING R/WEXISTING R/W60
.00'60.00'EXISTING R/W
EXISTING R/W
20.00'24"
12"24"

A
A
T
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&(
D
B 6769
P
G 68)
U
N
K
N
O
W MA
T
E
RI
A
L (
R
A
W WA
T
E
R
MAI
N)
50.00'
TS
KENNETH THOMAS IRVIN
INVESTMENTS INC
GLEASON
BM1
BM2
MARK L BRAUNSTEIN
TERESA A WILLIAMS
JAMESTOWN MANOR APARTMENTS LLC
MARY A COOLEY
ERNEST D COOLEY &
ANTONIO S PEREZ
4" STL
BOBBY R GLOVER
W/LT
BST
BST
MILE POST: MAIN 295.76
CROSSING I.D.: 722-352A
POLE
SERVICE
BUNGALOW
RR
W/LT
W/LT
SIGNAL
RR
SIGN
DB 6769 PG 68)
ABANDONED ACCORDING TO
(PB 28 PG 51)
50' UTILTIY EASEMENT
BST
W/LT
W/LT
12" RCP15" RCPCONCRCP
15"EXISTING R/WEXISTING R/WDATUR
8" CASING
64' OFGRVAR.
(DB 6769 PG 68)20' EASEMENTSOUTH BOUND TRACK
FROM CENTERLINE OF 100'60.00'4" STLLT2SB
K
A
PT
2
1"
R
C
P
1.25" PL
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
PROPERTY 101, LLC15" RCPRCP
15"
E
XI
S
TI
NG R/WNAD 83/ NA 2011
15+0020+003
4
5
6
8
7
1
2
4
USE TUBULAR MARKERS W/ 6' SPACING (STD. DRAWING 1266.01)
MONOLITHIC CONCRETE ISLAND (SEE DETAIL SHEET 2C-2)18" RCPFAIR COND.
24" RCP
30% SILTED
GOOD COND.
18" RCP
OUTFALL STABLE
EXISTING DITCH
GOOD COND.
12" RCP
DITCH
EXISITNG
EXISTING DITCH
OUTFALL STABLE
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
OUTLET-50% SILTED
GOOD COND.
24" RCP
AREA IS STABLE
PROPOSED OUTFALL
EROSION OBSERVED
BANK UNDERMINING
CHANNEL ARE STABLE
OUTFALL AND EXISTING
FAIR COND.
24" RCP
CHANNEL BANK UNDERMINING
EROSION OBSERVED,
W/RIP RAP
JS OUTFALL
DEEP RIVERUT TOS S
S
S
S
S
S
S
S
S
S
S
S
SS
TS
TS
TS
TS
S
S S
SS
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
3OTCB
15"RETAI
NRETAIN
REMOVEREMOVE
REMOVE
15"REMOVE18"18"RETAINTBDI
TBDI
TBDI
RETAIN
EST. 30 CY DDE
EST. 125 SY GEOTEXTILE
EST. 70 TONS RIP RAP
SEE DETAIL D
LATERAL V DITCH
EST. 35 SY PSRM
SEE DETAIL C
TOE PROTECTION
EST. 30 CY DDE
EST. 95 SY GEOTEXTILE
EST. 55 TONS RIP RAP
SEE DETAIL D
LATERAL V DITCH
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 14 SY GEOTEXTILE
EST. 5 TONS
CLASS B RIP RAP
EST. 21 SY GEOTEXTILE
EST. 8 TONS
CLASS B RIP RAP
EST. 14 SY GEOTEXTILE
EST. 5 TONS
CLASS B RIP RAP
SEE DETAIL B
SPECIAL CUT DITCH
( Not to Scale)
SPECIAL CUT DITCH
2:1D
-L- STA. 10+25 TO 12+00 RT
Min. D= 1 Ft.
DETAIL B
Ground
Natural
Flatter4:1 or
Slope
Fill
EST. 55 SY GEOTEXTILE
EST. 25 TONS RIP RAP
SEE DETAIL E
SPECIAL CUT DITCH
EST. 35 SY GEOTEXTILE
EST. 20 TONS RIP RAP
SEE DETAIL E
SPECIAL CUT DITCH
RCP-IV 15"
RCP-IV
15"
EST. 76 LF
PIPE CLEANOUT
2 @ 12' x 10' RCBC
LATERAL 'V' DITCH
( Not to Scale)
2:1 2:1
D
b
d
1"/Ft.
-L- STA. 17+00 TO 18+70 RT
-L- STA. 14+25 TO 16+40 RT
Slope
Fill
Type of Liner= Class B Rip Rap
DETAIL D
Ground
Natural
Geotextile
Min. D= 1 Ft.
Max. d= 1 Ft.
(LOOKING DOWNSTREAM)
OUTLET CHANNEL
(SCALE 1" =10')
1' SILL
12'-13'0'-12'
2:1 SLOPE (TYP.)
BENCH BORDER W/
GEOTEXTILE ON FLOOD
CLASS II RIP RAP W/
1'
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
W/GEOTEXTILE
CLASS II RIP RAP FILL
ELEV. 766
PROP. TOP OF BANK
PER SPEC.
NATIVE MATERIAL
CLASS B RIP RAP AND
2' SILLS BACKFILL WITH
EXCAVATION=45 CY
MATERIAL PER SPEC. (TYP.)
BACKFILL WITH NATIVE
CULVERT BURIED 1'
2:1(MAX.)
2:
1(MAX.)
ON FLOOD BENCH
CLASS II RIP RAP W/ GEOTEXTILE
(LOOKING DOWNSTREAM)
INLET CHANNEL
(SCALE 1" =10')
THE INLET AND OUTLET ONLY
SILLS TO BE LOCATED AT
NOTE:
2:1 SLOPE (TYP.)
BENCH BORDER W/
GEOTEXTILE ON FLOOD
CLASS II RIP RAP W/
MATTING (TYP.)
COIR FIBER
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
2:
1(MAX.)
0'-12'12'-14'
1' SILL
2:1(MAX.)
1'
PER SPEC.
NATIVE MATERIAL
CLASS B RIP RAP AND
2' SILLS BACKFILL WITH
EXCAVATION=335 CY
MATERIAL PER SPEC. (TYP.)
BACKFILL WITH NATIVE
CULVERT BURIED 1'
( Not to Scale)
TOE PROTECTION
d
Fill Slope2:1 or Flatter
d= 1 Ft.
Type of Liner= PSRM
DETAIL C
PSRM
ill Sl
o
p
eF2:
1
or Flatter
-Y- STA. 11+12 TO 11+60 RT
( Not to Scale)
SPECIAL CUT DITCH
DETAIL E
Flatter4:1 or
Slope
Fill
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class B Rip Rap
-Y- STA. 10+23 TO 10+86 RT
-L- STA. 21+03 TO 21+85 LT
D
d 2:1Ground
Natural
Geotextile
THE VOIDS ON TOP.
WITH NATIVE BED MATERIAL FILLING
USE CLASS II RIP RAP FILL THROUGHOUT
FILL CONDITION,INSIDE BORDER. IN
COVERED WITH COIR FIBER MAT
BORDER WITH NATURAL GROUND
CLASS II RIP RAP FLOOD BENCH
NOTE: FOR CUT CONDITION, USE
EST. 155 SY GEOTEXTILE
EST. 125 TONS RIP RAP
CHANNEL IMPROVEMENTS
40 LF OF OUTLET
EST. 270 SY GEOTEXTILE
EST. 225 TONS RIP RAP
CHANNEL IMPROVEMENTS
95 LF OF OUTLET
RETAINING WALL
REMOVE EXISTING
REMOVE
RCP-IV
15"
OF BANK
TOP
PROPOSED
FLOOD BENCH BORDER
CLASS II RIP RAP ON
FLOOD BENCH BORDER
CLASS II RIP RAP ONREMOVE 1
5"
RCP-IV
30"
0
10050
100
SCALE: 1"= 100' HORIZ.J:\Hydro\DDC\Guilford_052\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\400052_hyd_prm_wet_psh_04.dgnHDR ENGINEERING, INC.3/16/2021ENGLISH
LEGEND
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SS
TS TS
SITE 1, 2, 3
PLAN VIEW
SHEET 4c
AREA ON
SEE ENLARGED
SITE 3
SHEET 4a
AREA ON
SEE ENLARGED
SITE 1
SHEET 4b
AREA ON
SEE ENLARGED
SITE 2
SHEET 2 OF 11
PERMIT DRAWING
(NON-EROSIVE)
V10=1.3 fps
Q10=1.7 cfs
OUTFALL STABLE
EXISTING DITCH
(NON-EROSIVE)
V10=1.1 fps
Q10=0.9 cfs
OUTFALL STABLE
EXISTING DITCH
(NON-EROSIVE)
V10=1.0 fps
Q10=1.5 cfs
PROPOSED OUTFALL
(NON-EROSIVE)
V10=1.1 fps
Q10=0.9 cfs
OUTFALL STABLE
EXISTING DITCH
F
F
F
F
F
F
F
F
F F
FF
F
F
F
F
F
C C
C
C
C
C
C
F
765765
7657657657657
6
5
765765765765765770770770770770
7707707707707
7
0770770770770
775
7
7
5775 775775
775
775
775775
775775775
775775775775
7757757757757757757
7
5
780780780780 780780780
780
780780780780
780
7807807807807807807
8
5
7
8
5 785785785785785785785
785
785785785785785785790
790
790790790790790790
790
790790790790790790
790790790 7957957957
9
5795 7957957957957957957957957957957
9
5795795
800800800800800800800800800805805805 805805805810810810810
810
815815815815815WOODS36" PVC36" PVCWOODST
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODST4
8" VI
NYLSHEET 3 OF 11
PERMIT DRAWING
24" RCP
W24" RCP18" CMP24" RCPBSTGR GRTO KI
VETT DR12" RCP
VAR. GR
B
S
T
V
A
R. G
R
TO WEST MAIN STCEDROW DR 21' PAVED ROADWAYTO MANOR DRW2SB
K
A
PT2SBKAPT
2SBKAPT
8" VCP8
" VC
P
8" VCP 8" DI
21" RCP21" RCPVAR. SOILTO SOUTHRIDGE RD1SBLKBUS
PRUETTE PLVAR. GR
VAR. GR
8" VCP8" PVC8"
V
C
P
8
" V
C
P 8" VCP8" VCP8" VCP
FFE=776.48'
FFE=778.05'
F
F
E
=
7
7
9
.2
0'
W/LT
W/LTGRGR EXISTING RAILROAD R/
W
EXISTING RAILROAD R/
W
4" PL4" PL4" STL4" STL 4" STL4" STL
4" STL 4" STLSOUTH BOUND TRACK
NORFOLK SOUTHERN RAILROAD NORTH BOUND TRACK
NORFOLK SOUTHERN RAILROAD
EXISTING RAILROAD R/
W
EXISTING RAILROAD R/
W
WE
S
T BROOK COURTUN-OP
E
NE
DE
XI
S
TI
NG R/WEXISTING
R/W
R/W
EXISTING
23' PAVED ROADWAY
SR 1332 SOUTH SCIENTIFIC ST EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
20.00'24"
12"24"

A
A
T
U
R
&(
D
B 6769
P
G 68)
U
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N
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A
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R
A
W WA
T
E
R
MAI
N)
TS
KENNETH THOMAS IRVIN
INVESTMENTS INC
GLEASON
BM1
BM2
MARK L BRAUNSTEIN
TERESA A WILLIAMS
JAMESTOWN MANOR APARTMENTS LLC
MARY A COOLEY
ERNEST D COOLEY &
ANTONIO S PEREZ
4" STL
BOBBY R GLOVER
W/LT
BST
BST
MILE POST: MAIN 295.76
CROSSING I.D.: 722-352A
POLE
SERVICE
BUNGALOW
RR
W/LT
W/LT
SIGNAL
RR
SIGN
DB 6769 PG 68)
ABANDONED ACCORDING TO
(PB 28 PG 51)
50' UTILTIY EASEMENT
BST
W/LT
W/LT
INV=772.18'
INV=774.11'12" RCP15" RCPTOP=777.33'
774.10'
INV=CONCRCP
15"EXISTING R/WEXISTING R/WDATUR
8" CASING
64' OFGRVAR.
(DB 6769 PG 68)20' EASEMENT4" STLLT2SB
K
A
PT
2
1"
R
C
P
1.25" PL
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
PROPERTY 101, LLC15" RCPRCP
15"
E
XI
S
TI
NG R/WNAD 83/ NA 2011
15+0020+003
4
5
6
8
7
1
218" RCPFAIR COND.
24" RCP
30% SILTED
GOOD COND.
18" RCP
OUTFALL STABLE
EXISTING DITCH
GOOD COND.
12" RCP
DITCH
EXISITNG
EXISTING DITCH
OUTFALL STABLE
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
OUTLET-50% SILTED
GOOD COND.
24" RCP
AREA IS STABLE
PROPOSED OUTFALL
EROSION OBSERVED
BANK UNDERMINING
CHANNEL ARE STABLE
OUTFALL AND EXISTING
FAIR COND.
24" RCP
CHANNEL BANK UNDERMINING
EROSION OBSERVED,
W/RIP RAP
JS OUTFALL
DEEP RIVERUT TOS S
S
S
S
S
S
S
S
S
S
S
S
SS
TS
TS
TS
TS
S
S S
SS
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
3OTCB
15"RETAI
NRETAIN
REMOVEREMOVE
REMOVE
15"REMOVE18"18"RETAINTBDI
TBDI
TBDI
RETAIN
EST. 30 CY DDE
EST. 125 SY GEOTEXTILE
EST. 70 TONS RIP RAP
SEE DETAIL D
LATERAL V DITCH
EST. 35 SY PSRM
SEE DETAIL C
TOE PROTECTION
EST. 30 CY DDE
EST. 95 SY GEOTEXTILE
EST. 55 TONS RIP RAP
SEE DETAIL D
LATERAL V DITCH
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 14 SY GEOTEXTILE
EST. 5 TONS
CLASS B RIP RAP
EST. 21 SY GEOTEXTILE
EST. 8 TONS
CLASS B RIP RAP
EST. 14 SY GEOTEXTILE
EST. 5 TONS
CLASS B RIP RAP
SEE DETAIL B
SPECIAL CUT DITCH
( Not to Scale)
SPECIAL CUT DITCH
2:1D
-L- STA. 10+25 TO 12+00 RT
Min. D= 1 Ft.
DETAIL B
Ground
Natural
Flatter4:1 or
Slope
Fill
EST. 55 SY GEOTEXTILE
EST. 25 TONS RIP RAP
SEE DETAIL E
SPECIAL CUT DITCH
EST. 35 SY GEOTEXTILE
EST. 20 TONS RIP RAP
SEE DETAIL E
SPECIAL CUT DITCH
RCP-IV 15"
RCP-IV
15"
EST. 76 LF
PIPE CLEANOUT
2 @ 12' x 10' RCBC
LATERAL 'V' DITCH
( Not to Scale)
2:1 2:1
D
b
d
1"/Ft.
-L- STA. 17+00 TO 18+70 RT
-L- STA. 14+25 TO 16+40 RT
Slope
Fill
Type of Liner= Class B Rip Rap
DETAIL D
Ground
Natural
Geotextile
Min. D= 1 Ft.
Max. d= 1 Ft.
(LOOKING DOWNSTREAM)
OUTLET CHANNEL
(SCALE 1" =10')
1' SILL
12'-13'0'-12'
2:1 SLOPE (TYP.)
BENCH BORDER W/
GEOTEXTILE ON FLOOD
CLASS II RIP RAP W/
1'
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
W/GEOTEXTILE
CLASS II RIP RAP FILL
ELEV. 766
PROP. TOP OF BANK
PER SPEC.
NATIVE MATERIAL
CLASS B RIP RAP AND
2' SILLS BACKFILL WITH
EXCAVATION=45 CY
MATERIAL PER SPEC. (TYP.)
BACKFILL WITH NATIVE
CULVERT BURIED 1'
2:1(MAX.)
2:
1(MAX.)
ON FLOOD BENCH
CLASS II RIP RAP W/ GEOTEXTILE
(LOOKING DOWNSTREAM)
INLET CHANNEL
(SCALE 1" =10')
THE INLET AND OUTLET ONLY
SILLS TO BE LOCATED AT
NOTE:
2:1 SLOPE (TYP.)
BENCH BORDER W/
GEOTEXTILE ON FLOOD
CLASS II RIP RAP W/
MATTING (TYP.)
COIR FIBER
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
2:
1(MAX.)
0'-12'12'-14'
1' SILL
2:1(MAX.)
1'
PER SPEC.
NATIVE MATERIAL
CLASS B RIP RAP AND
2' SILLS BACKFILL WITH
EXCAVATION=335 CY
MATERIAL PER SPEC. (TYP.)
BACKFILL WITH NATIVE
CULVERT BURIED 1'
( Not to Scale)
TOE PROTECTION
d
Fill Slope2:1 or Flatter
d= 1 Ft.
Type of Liner= PSRM
DETAIL C
PSRM
ill Sl
o
p
eF2:
1
or Flatter
-Y- STA. 11+12 TO 11+60 RT
( Not to Scale)
SPECIAL CUT DITCH
DETAIL E
Flatter4:1 or
Slope
Fill
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class B Rip Rap
-Y- STA. 10+23 TO 10+86 RT
-L- STA. 21+03 TO 21+85 LT
D
d 2:1Ground
Natural
Geotextile
THE VOIDS ON TOP.
WITH NATIVE BED MATERIAL FILLING
USE CLASS II RIP RAP FILL THROUGHOUT
FILL CONDITION,INSIDE BORDER. IN
COVERED WITH COIR FIBER MAT
BORDER WITH NATURAL GROUND
CLASS II RIP RAP FLOOD BENCH
NOTE: FOR CUT CONDITION, USE
EST. 155 SY GEOTEXTILE
EST. 125 TONS RIP RAP
CHANNEL IMPROVEMENTS
40 LF OF OUTLET
EST. 270 SY GEOTEXTILE
EST. 225 TONS RIP RAP
CHANNEL IMPROVEMENTS
95 LF OF OUTLET
RETAINING WALL
REMOVE EXISTING
REMOVE
RCP-IV
15"
OF BANK
TOP
PROPOSED
FLOOD BENCH BORDER
CLASS II RIP RAP ON
FLOOD BENCH BORDER
CLASS II RIP RAP ONREMOVE 1
5"
RCP-IV
30"
3OTCB
15"RETAI
NRETAIN
REMOVEREMOVE
REMOVE
15"REMOVE18"18"RETAINTBDI
TBDI
TBDI
RETAIN
EST. 30 CY DDE
EST. 125 SY GEOTEXTILE
EST. 70 TONS RIP RAP
SEE DETAIL D
LATERAL V DITCH
EST. 35 SY PSRM
SEE DETAIL C
TOE PROTECTION
EST. 30 CY DDE
EST. 95 SY GEOTEXTILE
EST. 55 TONS RIP RAP
SEE DETAIL D
LATERAL V DITCH
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 14 SY GEOTEXTILE
EST. 5 TONS
CLASS B RIP RAP
EST. 21 SY GEOTEXTILE
EST. 8 TONS
CLASS B RIP RAP
EST. 14 SY GEOTEXTILE
EST. 5 TONS
CLASS B RIP RAP
SEE DETAIL B
SPECIAL CUT DITCH
( Not to Scale)
SPECIAL CUT DITCH
2:1D
-L- STA. 10+25 TO 12+00 RT
Min. D= 1 Ft.
DETAIL B
Ground
Natural
Flatter4:1 or
Slope
Fill
EST. 55 SY GEOTEXTILE
EST. 25 TONS RIP RAP
SEE DETAIL E
SPECIAL CUT DITCH
EST. 35 SY GEOTEXTILE
EST. 20 TONS RIP RAP
SEE DETAIL E
SPECIAL CUT DITCH
RCP-IV 15"
RCP-IV
15"
EST. 76 LF
PIPE CLEANOUT
2 @ 12' x 10' RCBC
LATERAL 'V' DITCH
( Not to Scale)
2:1 2:1
D
b
d
1"/Ft.
-L- STA. 17+00 TO 18+70 RT
-L- STA. 14+25 TO 16+40 RT
Slope
Fill
Type of Liner= Class B Rip Rap
DETAIL D
Ground
Natural
Geotextile
Min. D= 1 Ft.
Max. d= 1 Ft.
(LOOKING DOWNSTREAM)
OUTLET CHANNEL
(SCALE 1" =10')
1' SILL
12'-13'0'-12'
2:1 SLOPE (TYP.)
BENCH BORDER W/
GEOTEXTILE ON FLOOD
CLASS II RIP RAP W/
1'
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
W/GEOTEXTILE
CLASS II RIP RAP FILL
ELEV. 766
PROP. TOP OF BANK
PER SPEC.
NATIVE MATERIAL
CLASS B RIP RAP AND
2' SILLS BACKFILL WITH
EXCAVATION=45 CY
MATERIAL PER SPEC. (TYP.)
BACKFILL WITH NATIVE
CULVERT BURIED 1'
2:1(MAX.)
2:
1(MAX.)
ON FLOOD BENCH
CLASS II RIP RAP W/ GEOTEXTILE
(LOOKING DOWNSTREAM)
INLET CHANNEL
(SCALE 1" =10')
THE INLET AND OUTLET ONLY
SILLS TO BE LOCATED AT
NOTE:
2:1 SLOPE (TYP.)
BENCH BORDER W/
GEOTEXTILE ON FLOOD
CLASS II RIP RAP W/
MATTING (TYP.)
COIR FIBER
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
2:
1(MAX.)
0'-12'12'-14'
1' SILL
2:1(MAX.)
1'
PER SPEC.
NATIVE MATERIAL
CLASS B RIP RAP AND
2' SILLS BACKFILL WITH
EXCAVATION=335 CY
MATERIAL PER SPEC. (TYP.)
BACKFILL WITH NATIVE
CULVERT BURIED 1'
( Not to Scale)
TOE PROTECTION
d
Fill Slope2:1 or Flatter
d= 1 Ft.
Type of Liner= PSRM
DETAIL C
PSRM
ill Sl
o
p
eF2:
1
or Flatter
-Y- STA. 11+12 TO 11+60 RT
( Not to Scale)
SPECIAL CUT DITCH
DETAIL E
Flatter4:1 or
Slope
Fill
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class B Rip Rap
-Y- STA. 10+23 TO 10+86 RT
-L- STA. 21+03 TO 21+85 LT
D
d 2:1Ground
Natural
Geotextile
THE VOIDS ON TOP.
WITH NATIVE BED MATERIAL FILLING
USE CLASS II RIP RAP FILL THROUGHOUT
FILL CONDITION,INSIDE BORDER. IN
COVERED WITH COIR FIBER MAT
BORDER WITH NATURAL GROUND
CLASS II RIP RAP FLOOD BENCH
NOTE: FOR CUT CONDITION, USE
EST. 155 SY GEOTEXTILE
EST. 125 TONS RIP RAP
CHANNEL IMPROVEMENTS
40 LF OF OUTLET
EST. 270 SY GEOTEXTILE
EST. 225 TONS RIP RAP
CHANNEL IMPROVEMENTS
95 LF OF OUTLET
RETAINING WALL
REMOVE EXISTING
REMOVE
RCP-IV
15"
OF BANK
TOP
PROPOSED
FLOOD BENCH BORDER
CLASS II RIP RAP ON
FLOOD BENCH BORDER
CLASS II RIP RAP ONREMOVE 1
5"
RCP-IV
30"
0400
0401
0402
0403
0404
0405
0406
0408
0407
0411
0409
0410
0412
0
10050
100
SCALE: 1"= 100' HORIZ.J:\Hydro\DDC\Guilford_052\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\400052_hyd_prm_wet_psh_04_con.dgnHDR ENGINEERING, INC.3/16/2021ENGLISH
LEGEND
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SS
TS TS
SITE 1, 2, 3
PLAN VIEW
SHEET 4c
AREA ON
SEE ENLARGED
SITE 3
SHEET 4a
AREA ON
SEE ENLARGED
SITE 1
SHEET 4b
AREA ON
SEE ENLARGED
SITE 2
SHEET 2 OF 11
PERMIT DRAWING
(NON-EROSIVE)
V10=1.3 fps
Q10=1.7 cfs
OUTFALL STABLE
EXISTING DITCH
(NON-EROSIVE)
V10=1.1 fps
Q10=0.9 cfs
OUTFALL STABLE
EXISTING DITCH
(NON-EROSIVE)
V10=1.0 fps
Q10=1.5 cfs
PROPOSED OUTFALL
(NON-EROSIVE)
V10=1.1 fps
Q10=0.9 cfs
OUTFALL STABLE
EXISTING DITCH
F
F
F
F
F
F
F
F
F F
FF
F
F
F
F
F
C C
C
C
C
C
C
F
36" PVC
WOODS
WOODS
WOODS
ENGLISH
0
4020
40
SCALE: 1"= 40' HORIZ.
SITE 1
DETAIL SHEET FOR
LEGEND
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY TS TS
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
NAD 83/ NA 2011
HDR ENGINEERING, INC.3/16/2021J:\Hydro\DDC\Guilford_052\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\400052_hyd_prm_wet_psh_04a.dgn15+00-L-
BANK UNDERMINING
EROSION OBSERVED
2 @ 12' x 10' RCBC
SHEET 4 OF 11
PERMIT DRAWING
(NON-EROSIVE)
V10=1.0 fps
Q10=1.5 cfs
PROPOSED OUTFALLCHANNEL ARE STABLE
JS OUTFALL AND
W/RIP RAP
JS OUTFALL
(NON-EROSIVE)
V10=1.3 fps
Q10=1.6 cfs
OUTFALL STABLE
EXISTING DITCH
24" RCP8" VCP
8" DI
W/LT
4" STL 4" STLEX
ISTING
R
/W
R
/W
EXISTING
23' PAVED ROADWAY
SR 1332 SOUTH SCIENTIFIC ST
24"
12"24"
BST
MH
MH
DEEP RIVERUT TOS S
S
S
S
S
S
S
S
S
S
S
S
SS
TS
TS
TS
TSSS
RETAINRETAIN
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
F
F
F
F F
765765765765770770
7707707707707
7
5775775775775
77578036" PVC
WOODS
WOODS
WOODS
SHEET 5 OF 11
PERMIT DRAWING
ENGLISH
0
4020
40
SCALE: 1"= 40' HORIZ.
SITE 1
DETAIL SHEET FOR
LEGEND
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY TS TS
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
NAD 83/ NA 2011
HDR ENGINEERING, INC.3/16/2021J:\Hydro\DDC\Guilford_052\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\400052_hyd_prm_wet_psh_04a_con.dgn15+00-L-
BANK UNDERMINING
EROSION OBSERVED
2 @ 12' x 10' RCBC
SHEET 4 OF 11
PERMIT DRAWING
(NON-EROSIVE)
V10=1.0 fps
Q10=1.5 cfs
PROPOSED OUTFALLCHANNEL ARE STABLE
JS OUTFALL AND
W/RIP RAP
JS OUTFALL
(NON-EROSIVE)
V10=1.3 fps
Q10=1.6 cfs
OUTFALL STABLE
EXISTING DITCH
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
24" RCP8" VCP
8" DI
W/LT
4" STL 4" STLEX
ISTING
R
/W
R
/W
EXISTING
23' PAVED ROADWAY
SR 1332 SOUTH SCIENTIFIC ST
20.00'24"
12"24"
BST

(DB 6769 PG 68)20'
EASEMENTMH
MH
DEEP RIVERUT TOS S
S
S
S
S
S
S
S
S
S
S
S
SS
TS
TS
TS
TSSS
RETAINRETAIN
F
F
F
F F
J:\Hydro\DDC\Guilford_052\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\400052_hyd_prm_wet_pfl_along_culvert.dgnHDR ENGINEERING, INC.3/16/20210 50 100 150
780
770
780
770
50100150200250
DATE: 11/09/2017
ELEV.=763.5
NORMAL WS 760
750
760
750
PROPOSED 2 @ 12' x 10' RCBC
ENGLISH
SHEET 6 OF 11
PERMIT DRAWING
L
L
(TYP.)
TO CULVERT FACECULVERT AND PARALLEL
FROM END OFBARREL, SILLS ARE INSET 1'
2' SILL IN LEFT BARREL, 1' SILL IN RIGHT
SLOPE=1.143%
C ELEV.=761.39
GP ELEV. = 778.82
SKEW 124
2 @ 12' x 10' RCBC
C STA. 14+37 -L-
BE SUBJECT TO PERMIT CONDITIONS.
NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY
STREAM BED AT THE PROJECT SITE DURING CULVERT CONSTRUCTION.
NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE
2:1 (NORMAL)
TOP OF BANK
EXISTING RIGHT
TOP OF BANK
EXISTING LEFT
STREAM BED
2:1 (NORMAL)
BRIDGE
REMOVE EXISTING
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
WOODS36" PVCTWOODS
WOODST4
8" VI
NYLENGLISH
NAD 83/ NA 2011
HDR ENGINEERING, INC.3/16/2021J:\Hydro\DDC\Guilford_052\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\400052_hyd_prm_wet_psh_04b.dgn4b
0
5025
50
SCALE: 1"= 50' HORIZ.
SITE 2
DETAIL SHEET FOR 11+00-L-
SHEET 7 OF 11
PERMIT DRAWING
LEGEND
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
24" RCP24" RCP18" CMPBSTGRTO KI
VETT DR2SB
K
A
PT8" VCP8" PVC8"
V
C
P
8
" V
C
P
F
F
E
=
7
79
.
2
0'GRGR4" PL4" PL4" STL4" STL
SIGN
BST
W/LT
W/LTLT MH
MH
MH18" RCPSRETAIN
RETAIN
REMOVE18"RETAI
NRETAIN
REMOVE18"
SHEET NO.$$DATE$$HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$$$$$$SYSTIME$$$$$PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
780780780780785
790WOODS36" PVCTWOODS
WOODST4
8" VI
NYLENGLISH
NAD 83/ NA 2011
HDR ENGINEERING, INC.3/16/2021J:\Hydro\DDC\Guilford_052\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\400052_hyd_prm_wet_psh_04b_con.dgn4b
0
5025
50
SCALE: 1"= 50' HORIZ.
SITE 2
DETAIL SHEET FOR 11+00-L-
SHEET 8 OF 11
PERMIT DRAWING
LEGEND
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
24" RCP24" RCP18" CMPBSTGRTO KI
VETT DR2SB
K
A
PT8" VCP8" PVC8"
V
C
P
8
" V
C
P
F
F
E
=
7
79
.
2
0'GRGR4" PL4" PL4" STL4" STL
SIGN
BST
W/LT
W/LTLT MH
MH
MH18" RCPSRETAIN
RETAIN
REMOVE18"RETAI
NRETAIN
REMOVE18"
SHEET NO.$$DATE$$HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$$$$$$SYSTIME$$$$$PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
WOODS
ENGLISH
NAD 83/ NA 2011
$(USERNAME)$$DATE$$FILEL$4c
0
5025
50
SCALE: 1"= 50' HORIZ.
SITE 3
DETAIL SHEET FOR11+00-Y--L
-
SHEET 9 OF 11
PERMIT DRAWING
(NON-EROSIVE)
V10=1.1 fps
Q10=0.9 cfs
OUTFALL STABLE
EXISTING DITCH
SS IMPACTS IN SURFACE WATER
DENOTES PERMANENT
LEGENDPRUETTE PL8" VCP4" STL
R
/W
EXISTING
4" STL
INV=772.18'
INV=774.11'12" RCPTOP=777.33'
774.10'
INV=CONCRCP
15"EXISTING R/WEXISTING R/W4" STLMH15" RCP110'
95'
+15
110'
100'
+30
DEEP RIVERUT TOS S
3OTCB
15"REMOVE
REMOVE18"REMOVERCP-IV
30"
3OTCB
15"REMOVE
REMOVE18"REMOVERCP-IV
30"
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
765770
770775
775780
780785790WOODS
ENGLISH
NAD 83/ NA 2011
HDR ENGINEERING, INC.3/16/2021J:\Hydro\DDC\Guilford_052\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\400052_hyd_prm_wet_psh_04c_con.dgn4c
0
5025
50
SCALE: 1"= 50' HORIZ.
SITE 3
DETAIL SHEET FOR11+00-Y--L
-
SHEET 10 OF 11
PERMIT DRAWING
(NON-EROSIVE)
V10=1.1 fps
Q10=0.9 cfs
OUTFALL STABLE
EXISTING DITCH
SS IMPACTS IN SURFACE WATER
DENOTES PERMANENT
LEGENDPRUETTE PL8" VCP4" STL
R
/W
EXISTING
4" STL
INV=772.18'
INV=774.11'12" RCPTOP=777.33'
774.10'
INV=CONCRCP
15"EXISTING R/WEXISTING R/W4" STLMH15" RCP110'
95'
+15
110'
100'
+30
DEEP RIVERUT TOS S
3OTCB
15"REMOVE
REMOVE18"REMOVERCP-IV
30"
3OTCB
15"REMOVE
REMOVE18"REMOVERCP-IV
30"
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)1 -L- 14+22 to 14+58 2 @ 12' x 10' RCBC 0.02 84 1 -L- 13+88 TO 14+95 BANK STABILIZATION 0.03 121 1 -L- 13+85 TO 15+35 GENERAL IMPROVEMENTS 0.01 53 2 -L- 10+29 TO 10+40EXISTING 24"RCP OUTLET PROTECTION < 0.01 8 3 -Y- 11+90 TO 12+0230" RCP-IV OUTLET PROTECTION < 0.01 25 TOTALS*: 0.06 0.01 238 53*Rounded totals are sum of actual impactsNOTES: General Improvements include all Temporary Stream impacts for Bank Stabilization installation and removal of the retaining wall in the Revised September 2014 SHEET 11OF 11 WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSGUILFORD COUNTYBRIDGE #5217BP.7.R.114NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSMAR 16, 2021northwest quadrant. The concrete footer of the retaining wall will be retained.
Jamestown
pop. 3,369
CorporationSouthern
Carolina
Railroad
Company
1158
1353
1355
1113
1409
1323
1320
1113 1332
1334
1523
1349
1437
1453
1278
1486
1152
1471
1334
1321
1350
1278
1354
1410
4231
1334
1332
1536
1523
1648
4141
1537
1486
1486
4121
1159
311
2
1159

STATE STATE PROJECT REFERENCE NO.
F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET

DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA

DESIGN DATA PROJECT LENGTH
LETTING DATE:

STATE PROJECT NO.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
1
VICINITY MAP
(NOT TO SCALE)

NCDOT CONTACT:$$$$USERNAME$$$$DIVISION 7
OFF-SITE DETOUR

DEPART
ME
NT
OF TRANSPORTATIONSTATE OF NORT
H CAR
O
L
I
NA
SIGNATURE:
P.E.
SIGNATURE:
P.E.CONTRACT: TIM JORDAN, PE
PROJECT ENGINEER
HYDRAULICS ENGINEER
PROGRAM MANAGER
DIVISION BRIDGE
TIM POWERS, PE
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER PLANS PREPARED BY:
90% PLANS
TIP PROJECT: 17BP.7.R.11417BP.7.R.114
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DAVID FUH, PE
LICENSE NO. F-0669
GUILFORD COUNTY
V = 40 MPH
ADT 2025 = 5600
ADT 2011 = 2800
MAJOR ARTERIAL
SUB REGIONAL TIER
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND CULVERT
TOTAL LENGTH TIP PROJECT = 0.258 MILES
LENGTH STRUCTURE TIP PROJECT = 0.005 MILES
LENGTH ROADWAY TIP PROJECT = 0.253 MILES
2018 STANDARD SPECIFICATIONS
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
HDR Engineering, Inc. of the Carolinas
Prepared in the Office of Mott MacDonald for
www.mottmac.com/americas
[phone] (Fax)
[phone]
Fuquay-Varina, NC 27526
7621 Purfoy Road, Suite 115
NAD 83/ NA 2011
LIMITS
PROJECT
17BP.7.R.114
-L- POT Sta. 10+00.00
BEGIN PROJECT 17BP.7.R.114
MANOR DRIVETO SOUTHRIDGE ROADTO SR 1332
-L-MAIN STREET
TO WEST KI
VETT DRI
VETO-L- Sta. 14+22.62
BEGIN CULVERT
-L- Sta. 14+51.58
END CULVERT
PRUETTE PLACE-Y- POC Sta. 11+75.00
END CONSTRUCTION CEDROW DRIVERAILROADSOUTHERNNORFOLK
VERTICAL SSD
*DESIGN EXCEPTION:
SAG VERTICAL CURVE K
CREST VERTICAL CURVE K
-L- POT Sta. 22+00.00
END PROJECT 17BP.7.R.114
ENGLISH
$FILEL$$(USERNAME)$$DATE$311
311
BUS
85
BUFFER IMPACTS PERMIT
SHEET 1 OF 10
BUFFER DRAWING
LOCATION: BRIDGE NO. 52 OVER UT TO DEEP RIVER ON SR 1332 (SCIENTIFIC STREET)
DEEP RIVERUT TO
WOODS36" PVC36" PVCWOODST
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODST4
8" VI
NYL24" RCP
W24" RCP18" CMP24" RCPBSTGR GRTO KI
VETT DR12" RCP
VAR. GR
B
S
T
V
A
R. G
R
TO WEST MAIN STCEDROW DR 21' PAVED ROADWAYTO MANOR DRW2SB
K
A
PT2SBKAPT
2SBKAPT
8" VCP8
" VC
P
8" VCP 8" DI
21" RCP21" RCPVAR. SOILTO SOUTHRIDGE RD1SBLKBUS
PRUETTE PLVAR. GR
VAR. GR
8" VCP8" PVC8"
V
C
P
8
" V
C
P 8" VCP8" VCP8" VCP
FFE=776.48'
FFE=778.05'
F
F
E
=
7
7
9
.2
0'
W/LT
W/LTGRGR EXISTING RAILROAD R/
W
EXISTING RAILROAD R/
W
4" PL4" PL4" STL4" STL 4" STL4" STL
4" STL 4" STLSOUTH BOUND TRACK
NORFOLK SOUTHERN RAILROAD NORTH BOUND TRACK
NORFOLK SOUTHERN RAILROAD
EXISTING RAILROAD R/
W
EXISTING RAILROAD R/
W
WE
S
T BROOK COURTUN-OP
E
NE
DE
XI
S
TI
NG R/WEXISTING
R/W
R/W
EXISTING
23' PAVED ROADWAY
SR 1332 SOUTH SCIENTIFIC ST EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
20.00'24"
12"24"

A
A
T
U
R
&(
D
B 6769
P
G 68)
U
N
K
N
O
W MA
T
E
RI
A
L (
R
A
W WA
T
E
R
MAI
N)
TS
KENNETH THOMAS IRVIN
INVESTMENTS INC
GLEASON
BM1
BM2
MARK L BRAUNSTEIN
TERESA A WILLIAMS
JAMESTOWN MANOR APARTMENTS LLC
MARY A COOLEY
ERNEST D COOLEY &
ANTONIO S PEREZ
4" STL
BOBBY R GLOVER
W/LT
BST
BST
MILE POST: MAIN 295.76
CROSSING I.D.: 722-352A
POLE
SERVICE
BUNGALOW
RR
W/LT
W/LT
SIGNAL
RR
SIGN
DB 6769 PG 68)
ABANDONED ACCORDING TO
(PB 28 PG 51)
50' UTILTIY EASEMENT
BST
W/LT
W/LT
INV=772.18'
INV=774.11'12" RCP15" RCPTOP=777.33'
774.10'
INV=CONCRCP
15"EXISTING R/WEXISTING R/WDATUR
8" CASING
64' OFGRVAR.
(DB 6769 PG 68)20' EASEMENT4" STLLT2SB
K
A
PT
2
1"
R
C
P
1.25" PL
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
PROPERTY 101, LLC15" RCPRCP
15"
E
XI
S
TI
NG R/WNAD 83/ NA 2011
15+0020+003
4
5
6
8
7
1
2
4
USE TUBULAR MARKERS W/ 6' SPACING (STD. DRAWING 1266.01)
MONOLITHIC CONCRETE ISLAND (SEE DETAIL SHEET 2C-2)18" RCPFAIR COND.
24" RCP
30% SILTED
GOOD COND.
18" RCP
OUTFALL STABLE
EXISTING DITCH
GOOD COND.
12" RCP
DITCH
EXISITNG
EXISTING DITCH
OUTFALL STABLE
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
OUTLET-50% SILTED
GOOD COND.
24" RCP
AREA IS STABLE
PROPOSED OUTFALL
EROSION OBSERVED
BANK UNDERMINING
CHANNEL ARE STABLE
OUTFALL AND EXISTING
FAIR COND.
24" RCP
CHANNEL BANK UNDERMINING
EROSION OBSERVED,
W/RIP RAP
JS OUTFALL
DEEP RIVERUT TOETF
ETF
ETF
ETF
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
0
10050
100
SCALE: 1"= 100' HORIZ.$FILEL$$(USERNAME)$$DATE$ENGLISH
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
ETF - EXISTING TRANSPORTATION FACILITY
(NON-EROSIVE)
V10=1.3 fps
Q10=1.7 cfs
OUTFALL STABLE
EXISTING DITCH
(NON-EROSIVE)
V10=1.0 fps
Q10=1.5 cfs
PROPOSED OUTFALL
(NON-EROSIVE)
V10=1.1 fps
Q10=0.9 cfs
OUTFALL STABLE
EXISTING DITCH
SITE 1, 2, 3
PLAN VIEW
SHEET 4a
AREA ON
SEE ENLARGED
SITE 1
SHEET 4b
AREA ON
SEE ENLARGED
SITE 2
SHEET 4c
AREA ON
SEE ENLARGED
SITE 3
SHEET 2 OF 10
BUFFER DRAWING
(NON-EROSIVE)
V10=1.1 fps
Q10=0.9 cfs
OUTFALL STABLE
EXISTING DITCH
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
F
F
F
F
F
F
F
F
F F
FF
F
F
F
F
F
C C
C
C
C
C
C
F
3OTCB
15"RETAI
NRETAIN
REMOVEREMOVE
REMOVE
15"REMOVE18"18"RETAINTBDI
TBDI
TBDI
RETAIN
EST. 30 CY DDE
EST. 125 SY GEOTEXTILE
EST. 70 TONS RIP RAP
SEE DETAIL D
LATERAL V DITCH
EST. 35 SY PSRM
SEE DETAIL C
TOE PROTECTION
EST. 30 CY DDE
EST. 95 SY GEOTEXTILE
EST. 55 TONS RIP RAP
SEE DETAIL D
LATERAL V DITCH
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 14 SY GEOTEXTILE
EST. 5 TONS
CLASS B RIP RAP
EST. 21 SY GEOTEXTILE
EST. 8 TONS
CLASS B RIP RAP
EST. 14 SY GEOTEXTILE
EST. 5 TONS
CLASS B RIP RAP
SEE DETAIL B
SPECIAL CUT DITCH
( Not to Scale)
SPECIAL CUT DITCH
2:1D
-L- STA. 10+25 TO 12+00 RT
Min. D= 1 Ft.
DETAIL B
Ground
Natural
Flatter4:1 or
Slope
Fill
EST. 55 SY GEOTEXTILE
EST. 25 TONS RIP RAP
SEE DETAIL E
SPECIAL CUT DITCH
EST. 35 SY GEOTEXTILE
EST. 20 TONS RIP RAP
SEE DETAIL E
SPECIAL CUT DITCH
RCP-IV 15"
RCP-IV
15"
EST. 76 LF
PIPE CLEANOUT
2 @ 12' x 10' RCBC
LATERAL 'V' DITCH
( Not to Scale)
2:1 2:1
D
b
d
1"/Ft.
-L- STA. 17+00 TO 18+70 RT
-L- STA. 14+25 TO 16+40 RT
Slope
Fill
Type of Liner= Class B Rip Rap
DETAIL D
Ground
Natural
Geotextile
Min. D= 1 Ft.
Max. d= 1 Ft.
(LOOKING DOWNSTREAM)
OUTLET CHANNEL
(SCALE 1" =10')
1' SILL
12'-13'0'-12'
2:1 SLOPE (TYP.)
BENCH BORDER W/
GEOTEXTILE ON FLOOD
CLASS II RIP RAP W/
1'
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
W/GEOTEXTILE
CLASS II RIP RAP FILL
ELEV. 766
PROP. TOP OF BANK
PER SPEC.
NATIVE MATERIAL
CLASS B RIP RAP AND
2' SILLS BACKFILL WITH
EXCAVATION=45 CY
MATERIAL PER SPEC. (TYP.)
BACKFILL WITH NATIVE
CULVERT BURIED 1'
2:1(MAX.)
2:
1(MAX.)
ON FLOOD BENCH
CLASS II RIP RAP W/ GEOTEXTILE
(LOOKING DOWNSTREAM)
INLET CHANNEL
(SCALE 1" =10')
THE INLET AND OUTLET ONLY
SILLS TO BE LOCATED AT
NOTE:
2:1 SLOPE (TYP.)
BENCH BORDER W/
GEOTEXTILE ON FLOOD
CLASS II RIP RAP W/
MATTING (TYP.)
COIR FIBER
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
2:
1(MAX.)
0'-12'12'-14'
1' SILL
2:1(MAX.)
1'
PER SPEC.
NATIVE MATERIAL
CLASS B RIP RAP AND
2' SILLS BACKFILL WITH
EXCAVATION=335 CY
MATERIAL PER SPEC. (TYP.)
BACKFILL WITH NATIVE
CULVERT BURIED 1'
( Not to Scale)
TOE PROTECTION
d
Fill Slope2:1 or Flatter
d= 1 Ft.
Type of Liner= PSRM
DETAIL C
PSRM
ill Sl
o
p
eF2:
1
or Flatter
-Y- STA. 11+12 TO 11+60 RT
( Not to Scale)
SPECIAL CUT DITCH
DETAIL E
Flatter4:1 or
Slope
Fill
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class B Rip Rap
-Y- STA. 10+23 TO 10+86 RT
-L- STA. 21+03 TO 21+85 LT
D
d 2:1Ground
Natural
Geotextile
THE VOIDS ON TOP.
WITH NATIVE BED MATERIAL FILLING
USE CLASS II RIP RAP FILL THROUGHOUT
FILL CONDITION,INSIDE BORDER. IN
COVERED WITH COIR FIBER MAT
BORDER WITH NATURAL GROUND
CLASS II RIP RAP FLOOD BENCH
NOTE: FOR CUT CONDITION, USE
EST. 155 SY GEOTEXTILE
EST. 125 TONS RIP RAP
CHANNEL IMPROVEMENTS
40 LF OF OUTLET
EST. 270 SY GEOTEXTILE
EST. 225 TONS RIP RAP
CHANNEL IMPROVEMENTS
95 LF OF OUTLET
RETAINING WALL
REMOVE EXISTING
REMOVE
RCP-IV
15"
OF BANK
TOP
PROPOSED
FLOOD BENCH BORDER
CLASS II RIP RAP ON
FLOOD BENCH BORDER
CLASS II RIP RAP ONREMOVE 1
5"
RCP-IV
30"
765765
7657657657657
6
5
765765765765765770770770770770
7707707707707
7
0770770770770
775
7
7
5775 775775
775
775
775775
775775775
775775775775
7757757757757757757
7
5
780780780780 780780780
780
780780780780
780
7807807807807807807
8
5
7
8
5 785785785785785785785
785
785785785785785785790
790
790790790790790790
790790790790790790
790790790 7957957957
9
5795 7957957957957957957957957957957
9
5795795
800800800800800800800800805805 805805805805810810810810
810
815815815815815WOODS36" PVC36" PVCWOODST
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODST4
8" VI
NYL24" RCP
W24" RCP18" CMP24" RCPBSTGR GRTO KI
VETT DR12" RCP
VAR. GR
B
S
T
V
A
R. G
R
TO WEST MAIN STCEDROW DR 21' PAVED ROADWAYTO MANOR DRW2SB
K
A
PT2SBKAPT
2SBKAPT
8" VCP8
" VC
P
8" VCP 8" DI
21" RCP21" RCPVAR. SOILTO SOUTHRIDGE RD1SBLKBUS
PRUETTE PLVAR. GR
VAR. GR
8" VCP8" PVC8"
V
C
P
8
" V
C
P 8" VCP8" VCP8" VCP
FFE=776.48'
FFE=778.05'
F
F
E
=
7
7
9
.2
0'
W/LT
W/LTGRGR EXISTING RAILROAD R/
W
EXISTING RAILROAD R/
W
4" PL4" PL4" STL4" STL 4" STL4" STL
4" STL 4" STLSOUTH BOUND TRACK
NORFOLK SOUTHERN RAILROAD NORTH BOUND TRACK
NORFOLK SOUTHERN RAILROAD
EXISTING RAILROAD R/
W
EXISTING RAILROAD R/
W
WE
S
T BROOK COURTUN-OP
E
NE
DE
XI
S
TI
NG R/WEXISTING
R/W
R/W
EXISTING
23' PAVED ROADWAY
SR 1332 SOUTH SCIENTIFIC ST EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
20.00'24"
12"24"

A
A
T
U
R
&(
D
B 6769
P
G 68)
U
N
K
N
O
W MA
T
E
RI
A
L (
R
A
W WA
T
E
R
MAI
N)
TS
KENNETH THOMAS IRVIN
INVESTMENTS INC
GLEASON
BM1
BM2
MARK L BRAUNSTEIN
TERESA A WILLIAMS
JAMESTOWN MANOR APARTMENTS LLC
MARY A COOLEY
ERNEST D COOLEY &
ANTONIO S PEREZ
4" STL
BOBBY R GLOVER
W/LT
BST
BST
MILE POST: MAIN 295.76
CROSSING I.D.: 722-352A
POLE
SERVICE
BUNGALOW
RR
W/LT
W/LT
SIGNAL
RR
SIGN
DB 6769 PG 68)
ABANDONED ACCORDING TO
(PB 28 PG 51)
50' UTILTIY EASEMENT
BST
W/LT
W/LT
INV=772.18'
INV=774.11'12" RCP15" RCPTOP=777.33'
774.10'
INV=CONCRCP
15"EXISTING R/WEXISTING R/WDATUR
8" CASING
64' OFGRVAR.
(DB 6769 PG 68)20' EASEMENT4" STLLT2SB
K
A
PT
2
1"
R
C
P
1.25" PL
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
PROPERTY 101, LLC15" RCPRCP
15"
E
XI
S
TI
NG R/WSHEET 3 OF 10
BUFFER DRAWING
4
NAD 83/ NA 2011
15+0020+003
4
5
6
8
7
1
218" RCPFAIR COND.
24" RCP
30% SILTED
GOOD COND.
18" RCP
OUTFALL STABLE
EXISTING DITCH
GOOD COND.
12" RCP
DITCH
EXISITNG
EXISTING DITCH
OUTFALL STABLE
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
EXISTING DITCH
OUTLET-50% SILTED
GOOD COND.
24" RCP
AREA IS STABLE
PROPOSED OUTFALL
EROSION OBSERVED
BANK UNDERMINING
CHANNEL ARE STABLE
OUTFALL AND EXISTING
FAIR COND.
24" RCP
CHANNEL BANK UNDERMINING
EROSION OBSERVED,
W/RIP RAP
JS OUTFALL
DEEP RIVERUT TOETF
ETF
ETF
ETF
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
0
10050
100
SCALE: 1"= 100' HORIZ.$FILEL$$(USERNAME)$$DATE$ENGLISH
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
ETF - EXISTING TRANSPORTATION FACILITY
(NON-EROSIVE)
V10=1.3 fps
Q10=1.7 cfs
OUTFALL STABLE
EXISTING DITCH
(NON-EROSIVE)
V10=1.0 fps
Q10=1.5 cfs
PROPOSED OUTFALL
(NON-EROSIVE)
V10=1.1 fps
Q10=0.9 cfs
OUTFALL STABLE
EXISTING DITCH
SITE 1, 2, 3
PLAN VIEW
SHEET 4a
AREA ON
SEE ENLARGED
SITE 1
SHEET 4b
AREA ON
SEE ENLARGED
SITE 2
SHEET 4c
AREA ON
SEE ENLARGED
SITE 3
SHEET 2 OF 10
BUFFER DRAWING
(NON-EROSIVE)
V10=1.1 fps
Q10=0.9 cfs
OUTFALL STABLE
EXISTING DITCH
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
F
F
F
F
F
F
F
F
F F
FF
F
F
F
F
F
C C
C
C
C
C
C
F
3OTCB
15"RETAI
NRETAIN
REMOVEREMOVE
REMOVE
15"REMOVE18"18"RETAINTBDI
TBDI
TBDI
RETAIN
EST. 30 CY DDE
EST. 125 SY GEOTEXTILE
EST. 70 TONS RIP RAP
SEE DETAIL D
LATERAL V DITCH
EST. 35 SY PSRM
SEE DETAIL C
TOE PROTECTION
EST. 30 CY DDE
EST. 95 SY GEOTEXTILE
EST. 55 TONS RIP RAP
SEE DETAIL D
LATERAL V DITCH
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 14 SY GEOTEXTILE
EST. 5 TONS
CLASS B RIP RAP
EST. 21 SY GEOTEXTILE
EST. 8 TONS
CLASS B RIP RAP
EST. 14 SY GEOTEXTILE
EST. 5 TONS
CLASS B RIP RAP
SEE DETAIL B
SPECIAL CUT DITCH
( Not to Scale)
SPECIAL CUT DITCH
2:1D
-L- STA. 10+25 TO 12+00 RT
Min. D= 1 Ft.
DETAIL B
Ground
Natural
Flatter4:1 or
Slope
Fill
EST. 55 SY GEOTEXTILE
EST. 25 TONS RIP RAP
SEE DETAIL E
SPECIAL CUT DITCH
EST. 35 SY GEOTEXTILE
EST. 20 TONS RIP RAP
SEE DETAIL E
SPECIAL CUT DITCH
RCP-IV 15"
RCP-IV
15"
EST. 76 LF
PIPE CLEANOUT
2 @ 12' x 10' RCBC
LATERAL 'V' DITCH
( Not to Scale)
2:1 2:1
D
b
d
1"/Ft.
-L- STA. 17+00 TO 18+70 RT
-L- STA. 14+25 TO 16+40 RT
Slope
Fill
Type of Liner= Class B Rip Rap
DETAIL D
Ground
Natural
Geotextile
Min. D= 1 Ft.
Max. d= 1 Ft.
(LOOKING DOWNSTREAM)
OUTLET CHANNEL
(SCALE 1" =10')
1' SILL
12'-13'0'-12'
2:1 SLOPE (TYP.)
BENCH BORDER W/
GEOTEXTILE ON FLOOD
CLASS II RIP RAP W/
1'
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
W/GEOTEXTILE
CLASS II RIP RAP FILL
ELEV. 766
PROP. TOP OF BANK
PER SPEC.
NATIVE MATERIAL
CLASS B RIP RAP AND
2' SILLS BACKFILL WITH
EXCAVATION=45 CY
MATERIAL PER SPEC. (TYP.)
BACKFILL WITH NATIVE
CULVERT BURIED 1'
2:1(MAX.)
2:
1(MAX.)
ON FLOOD BENCH
CLASS II RIP RAP W/ GEOTEXTILE
(LOOKING DOWNSTREAM)
INLET CHANNEL
(SCALE 1" =10')
THE INLET AND OUTLET ONLY
SILLS TO BE LOCATED AT
NOTE:
2:1 SLOPE (TYP.)
BENCH BORDER W/
GEOTEXTILE ON FLOOD
CLASS II RIP RAP W/
MATTING (TYP.)
COIR FIBER
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
2:
1(MAX.)
0'-12'12'-14'
1' SILL
2:1(MAX.)
1'
PER SPEC.
NATIVE MATERIAL
CLASS B RIP RAP AND
2' SILLS BACKFILL WITH
EXCAVATION=335 CY
MATERIAL PER SPEC. (TYP.)
BACKFILL WITH NATIVE
CULVERT BURIED 1'
( Not to Scale)
TOE PROTECTION
d
Fill Slope2:1 or Flatter
d= 1 Ft.
Type of Liner= PSRM
DETAIL C
PSRM
ill Sl
o
p
eF2:
1
or Flatter
-Y- STA. 11+12 TO 11+60 RT
( Not to Scale)
SPECIAL CUT DITCH
DETAIL E
Flatter4:1 or
Slope
Fill
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class B Rip Rap
-Y- STA. 10+23 TO 10+86 RT
-L- STA. 21+03 TO 21+85 LT
D
d 2:1Ground
Natural
Geotextile
THE VOIDS ON TOP.
WITH NATIVE BED MATERIAL FILLING
USE CLASS II RIP RAP FILL THROUGHOUT
FILL CONDITION,INSIDE BORDER. IN
COVERED WITH COIR FIBER MAT
BORDER WITH NATURAL GROUND
CLASS II RIP RAP FLOOD BENCH
NOTE: FOR CUT CONDITION, USE
EST. 155 SY GEOTEXTILE
EST. 125 TONS RIP RAP
CHANNEL IMPROVEMENTS
40 LF OF OUTLET
EST. 270 SY GEOTEXTILE
EST. 225 TONS RIP RAP
CHANNEL IMPROVEMENTS
95 LF OF OUTLET
RETAINING WALL
REMOVE EXISTING
REMOVE
RCP-IV
15"
OF BANK
TOP
PROPOSED
FLOOD BENCH BORDER
CLASS II RIP RAP ON
FLOOD BENCH BORDER
CLASS II RIP RAP ONREMOVE 1
5"
RCP-IV
30"
36" PVC
WOODS
WOODS
WOODS
24" RCP8" VCP
8" DI
W/LT
4" STL 4" STLEX
ISTING
R
/W
R
/W
EXISTING
23' PAVED ROADWAY
SR 1332 SOUTH SCIENTIFIC ST
24"
12"24"
BST
MH
MH
ENGLISH
0
4020
40
SCALE: 1"= 40' HORIZ.
SITE 1
DETAIL SHEET FOR
NAD 83/ NA 2011
$(USERNAME)$$DATE$$FILEL$15+00-L-
BANK UNDERMINING
EROSION OBSERVED
2 @ 12' x 10' RCBC
BUFFERS STOP AT THIS LINE
TOE OF EXISTING ROADWAY FILL
BUFFERS STOP AT THIS LINE
TOE OF EXISTING ROADWAY FILL
W/RIP RAP
JS OUTFALL
CHANNEL ARE STABLE
JS OUTFALL AND
(NON-EROSIVE)
V10=1.3 fps
Q10=1.6 cfs
OUTFALL STABLE
EXISTING DITCH
(NON-EROSIVE)
V10=1.0 fps
Q10=1.5 cfs
PROPOSED OUTFALL
4a
SHEET 4 OF 10
BUFFER DRAWING
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
ETF - EXISTING TRANSPORTATION FACILITY
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2DEEP RIVERUT TOETF
ETF
ETF
ETF
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
RETAIN
765765765765770770
7707707707707
7
5775775775775
77578036" PVC
WOODS
WOODS
WOODS
24" RCP8" VCP
8" DI
W/LT
4" STL 4" STLEXISTING
R
/W
R
/W
EXISTING
23' PAVED ROADWAY
SR 1332 SOUTH SCIENTIFIC ST
24"
12"24"
BST
MH
MH
ENGLISH
0
4020
40
SCALE: 1"= 40' HORIZ.
SITE 1
DETAIL SHEET FOR
NAD 83/ NA 2011
$(USERNAME)$$DATE$$FILEL$15+00-L-
2 @ 12' x 10' RCBC
4a
SHEET 5 OF 10
BUFFER DRAWING
W/RIP RAP
JS OUTFALL
BUFFERS STOP AT THIS LINE
TOE OF EXISTING ROADWAY FILL
(NON-EROSIVE)
V10=1.3 fps
Q10=1.6 cfs
OUTFALL STABLE
EXISTING DITCH
BANK UNDERMINING
EROSION OBSERVED
(NON-EROSIVE)
V10=1.0 fps
Q10=1.5 cfs
PROPOSED OUTFALLCHANNEL ARE STABLE
JS OUTFALL AND
BUFFERS STOP AT THIS LINE
TOE OF EXISTING ROADWAY FILL
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
ETF - EXISTING TRANSPORTATION FACILITY
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2DEEP RIVERUT TOETF
ETF
ETF
ETF
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
RETAIN
WOODS36" PVCTWOODS
WOODST4
8" VI
NYL24" RCP24" RCP18" CMPBSTGRTO KI
VETT DR2SB
K
A
PT8" VCP8" PVC8"
V
C
P
8
" V
C
P
F
F
E
=
7
79
.
2
0'GRGR4" PL4" PL4" STL4" STL
SIGN
BST
W/LT
W/LTLT MH
MH
MH
ENGLISH
NAD 83/ NA 2011
$(USERNAME)$$DATE$$FILEL$4b
0
5025
50
SCALE: 1"= 50' HORIZ.
SITE 2
DETAIL SHEET FOR 11+00-L-
SHEET 6 OF 10
BUFFER DRAWING
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 218" RCPSHEET NO.$$DATE$$HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$$$$$$SYSTIME$$$$$PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
RETAI
NRETAIN
REMOVE18"
780780780780785
790WOODS36" PVCTWOODS
WOODST4
8" VI
NYL24" RCP24" RCP18" CMPBSTGRTO KI
VETT DR2SB
K
A
PT8" VCP8" PVC8"
V
C
P
8
" V
C
P
F
F
E
=
7
79
.
2
0'GRGR4" PL4" PL4" STL4" STL
SIGN
BST
W/LT
W/LTLT MH
MH
MH
ENGLISH
NAD 83/ NA 2011
$(USERNAME)$$DATE$$FILEL$4b
0
5025
50
SCALE: 1"= 50' HORIZ.
SITE 2
DETAIL SHEET FOR 11+00SHEET 7 OF 10
BUFFER DRAWING
-L-
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 218" RCPSHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
RETAI
NRETAIN
REMOVE18"
WOODS
PRUETTE PL8" VCP4" STL
R
/W
EXISTING
4" STL
INV=772.18'
INV=774.11'12" RCPTOP=777.33'
774.10'
INV=CONCRCP
15"EXISTING R/WEXISTING R/W4" STLMH15" RCPENGLISH
NAD 83/ NA 2011
$(USERNAME)$$DATE$$FILEL$ LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
4c
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
0
5025
50
SCALE: 1"= 50' HORIZ.
SITE 3
DETAIL SHEET FOR11+00-Y--L
-
SHEET 8 OF 10
BUFFER DRAWING
(NON-EROSIVE)
V10=1.1 fps
Q10=0.9 cfs
OUTFALL STABLE
EXISTING DITCH
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2DEEP RIVERUT TOSHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
3OTCB
15"REMOVE
REMOVE18"REMOVERCP-IV
30"
765770
770775
775780
780785790WOODS
PRUETTE PL8" VCP4" STL
R
/W
EXISTING
4" STL
INV=772.18'
INV=774.11'12" RCPTOP=777.33'
774.10'
INV=CONCRCP
15"EXISTING R/WEXISTING R/W4" STLMH15" RCPENGLISH
NAD 83/ NA 2011
$(USERNAME)$$DATE$$FILEL$4c
0
5025
50
SCALE: 1"= 50' HORIZ.
SITE 3
DETAIL SHEET FOR11+00-Y--L
-
SHEET 9 OF 10
BUFFER DRAWING
(NON-EROSIVE)
V10=1.1 fps
Q10=0.9 cfs
OUTFALL STABLE
EXISTING DITCH
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2DEEP RIVERUT TOSHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.114 - GUILFORD 52
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
3OTCB
15"REMOVE
REMOVE18"REMOVERCP-IV
30"
ROAD CROSSING CULVERT UTILITIESZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)12 @ 12' x 10' RCBC-L- FROM STA. 13+23 TO 15+70 X10350 6148 164982EX. 24" RCP OUTLET PROTECTION-L- FROM STA. 10+ TO 14+04 X 3111 581 3692330" RCP-IV -Y- FROM STA. 10+39 TO 11+46 X 3464 2054 5518TOTAL:6575 2635 9210 10350 6148 16498IMPACTBUFFER IMPACTS SUMMARYTYPESITE NO.STRUCTURE SIZE / TYPE STATION (FROM/TO)ALLOWABLE MITIGABLEBUFFER REPLACEMENTSHEET 10 OF 10PROJECT: 17BP.7.R114BRIDGE NO. 5 3/16/2021N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS GUILFORD COUNTYRev. May 2006