20210986 Ver 1_W5601EY_Permit Drawings Wetland_20210721_20210728

(Version 2.07; Released October 2016)50138.1.156TIP No.:W-5601EYCounty(ies):Wake Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year: Existing: Year:Aquatic T&E Species?NoComments:No NoN/AWetlands within Project Limits?Nutrient Sensitive Waters (NSW)NoneSupplemental Classification: Low & Medium ResidentialLittle Creek27-43-15-100.70.20Project DescriptionProposed ProjectNeuseRiver Basin(s): City/Town:1.1Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail], NC 27699-1590Address:10/22/2017WakeRaleighGalen Cail, PE1590 Mail ServiceWBS Element:Roadway WideningWBS Element:Joshua G. Dalton, PENCDOT Contact:919-707-6727905 Jones Franklin RoadRaleigh, NC 27607Contractor / Designer:919-859-2243 ext. 201Sungate Design Group, P.A.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Hydraulics UnitAddress:General Project InformationW-5601EY50138.1.156Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The North Carolina Department of Transportation (NCDOT) has proposed to widen NC 42 in Wake County. This involves the extension of culvert #910975 along Little Creek. The existing culvert is a 3@10'x9' Reinforced Concrete Box Culvert (RCBC) with flared wingwalls and a square edge headwall. The existing culvert is not buried. The proposed extension is approximately 16' upstream and 14' downstream. This structure has been designed to have as little environmental and surface water impacts as possible. Channel improvements were made from 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 attemp to reduce stream bank erosion. The proposed extension will not be buried. There is an existing 48" RCP along a jurisdictional stream that will be replaced with a 72" RCP-III. On the NW quadrant of the pipe, there is an existing roadside ditch that outlets into the jurisdictional stream which has been shifted to accomodate the fill slope. The proposed roadside ditch will be lined with Class B rip rap. The proposed ditch outlets into the stream with a non-erosive velocity. On the SE quadrant of the pipe, there is an existing roadside ditch that outlets into the jurisdictional feature. This ditch has been shifted and lined with Class I rip rap. The proposed ditch outlets into the stream with a non-erosive velocity. NeuseBuffer Rules in Effect:None9,200NC 42: 3 paved lanes (total 36' wide), 4' paved shoulder on each side, 2' grass shoulder on each side (5' with guardrail)Waterbody InformationNCDWR 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): Class CNCDWR Surface Water Classification for Water Bodyac.NC 42: open shoulder section, 2 paved lanes (total 24' wide)[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)
(Version 2.07; Released October 2016)North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS50138.1.156TIP No.:W-5601EYCounty(ies):Wake Page 2 of 2Aquatic T&E Species?NoComments:No NoN/AAquatic T&E Species?Comments:Aquatic T&E Species?Comments:Aquatic T&E Species?Comments:(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)NRTR Stream ID:Surface Water Body (4): Impairments:Buffer Rules in Effect:WBS Element:Surface Water Body (2): Buffer Rules in Effect:NeuseAdditional Waterbody InformationUT to Little CreekNCDWR Stream Index No.:NCDWR Stream Index No.:27-43-15-10Nutrient Sensitive Waters (NSW)NRTR Stream ID:Class CPrimary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification: Other Stream Classification: Impairments:Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?Supplemental Classification: Supplemental Classification: Other Stream Classification: NRTR Stream ID:Impairments:Buffer Rules in Effect:Other Stream Classification: Buffer Rules in Effect:NCDWR Surface Water Classification for Water BodyPrimary Classification: (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)Surface Water Body (5): NCDWR Stream Index No.:(If yes, provide justification in the General Project Narrative)NCDWR Stream Index No.:Primary Classification: Other Stream Classification: NoneSupplemental Classification: Primary Classification: NRTR Stream ID:Impairments:NoneSurface Water Body (3): Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NoNCDWR Surface Water Classification for Water Body(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)Deck Drains Discharge Over Water Body?NCDWR Surface Water Classification for Water Body(If yes, provide justification in the General Project Narrative)Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?Deck Drains Discharge Over Water Body?
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
SHEET 1 OF 10
PERMIT DRAWING
-L- POT STA. 11+00.00
BEGIN STATE TIP PROJECT W-5601EY
NC 42
4

CONSTRUCT AN EASTBOUND LEFT TURN
LANE ON NC 42 AT THE SR 2727 (SAULS RD.)
INTERSECTION.

25 50 10050
25 50 10050
5 10 20 10
=

FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
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.
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99W-5601EY DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAPrepared in the Office of:
DIVISION OF HIGHWAYS
KCI
http://www.kci.com
Plans Prepared For:
Raleigh NC, 27610
1000 Birch Ridge Dr.
RIGHT OF WAY DATE:
LETTING DATE:
PROJECT ENGINEER
NCDOT CONTACT:
PROJECT DESIGN ENGINEER
DEWAYNE L. SYKES, P.E.
DIVISION DESIGN ENGINEER - DIVISION 5
BRYAN E. HOUGH, P.E.
LENGTH OF ROADWAY TIP PROJECT W-5601EY =.208 MILES Fax [phone]
Phone [phone]
Raleigh, NC 27609
Suite 400
4505 Falls of Neuse Road
KCI Associates of N.C., P.A.W-5601EY-L-SR 2727(SAULS RD.)-Y2-RIDGE RD.)(PINNACLE SR 4837-Y1-SITE
PROJECT
VICINITY MAP
RiverGuffy
LITTLE C
REE
K
MINOR ARTERIAL
42
42
WAKE COUNTY
50138.1.156 HSIP-0042(067)PE
ADT 2015 12,000
REGIONAL TIER
V = 60 MPH CO.
JO HNS TON WAKE CO.
1. THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES.75% PLANS
END STATE TIP PROJECT W-5601EY
-L- POT STA. 22+00.00
END PAVING
-L- STA. 21+60.00
See Sheet 1B For Conventional Symbols
2018 STANDARD SPECIFICATIONS
50138.2.156
50138.3.156
HSIP-0042(067)
HSIP-0042(067)CONST.
R/W & UTIL.
See Sheet 1A For Index of Sheets
GRADING, PAVING, DRAINAGE AND CULVERT

APRIL 8, 2020
2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
STEPHEN R. DAVIDSON, PE
(FUQUAY VARINA)
TO HWY 401 TO I-40LITTLE CREEKAUGUST 19, 2019
5503
2736
4847
2727
3890
3889
38873888
2736
2727
2731
5330 53674840
2734
2735
4360
4357
43584838
4359
4837
4358
4361 4356
NA 2011NAD 83
SHEET 2 OF 10
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2D-2W-5601EY $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
d 2:1B
D
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
FROM STA. 21+29 -L- TO STA. 22+00 -L- RT
FROM STA. 18+03 -L- TO STA. 20+62 -L- RT
Slope
Fill
DETAIL 3
B=2 Ft.
Max. d=1.5 Ft.
Min. D=1.5 Ft.
Type of Liner= CL I RIP RAP
Ground
Natural
Geotextile
FROM STA. 20+50 -L- TO STA. 21+60 -L- LT
FROM STA. 14+39 -L- TO STA. 16+86 -L- LT
FROM STA. 11+84 -L- TO STA. 13+87 -L- LT
FROM STA. 11+20 -L- TO STA. 14+16 -L- RT
Fill Slope2:1 or Flatter
b=2 Ft.
d=1.5 Ft.
Type of Liner= CL B RIP RAP
b
DETAIL 1
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:1FROM STA. 17+67 -L- TO STA. 19+14 -L- LT
DETAIL 2
Max. d=1.5 Ft.
Min. D=1.5 Ft.
Type of Liner= CL B RIPRAP
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
OHW/ NWS LEVEL
EXCAVATION
2:1(MAX.)2:1(MAX.)
22'-33'
EXCAVATION = 32 CY
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
DETAIL 5
( Not to Scale)
(LOOKING DOWNSTREAM)
IMPROVEMENTS
INLET CHANNEL
FROM STA. 13+86 -L- TO STA. 14+37 -L- LT
Ground
Natural
*RIPRAP EXTENDS 2' BELOW STREAMBED
CLASS II RIP RAP: 2' THICK
OUTLET PROTECTION
DETAIL 6
( Not to Scale)
(LOOKING DOWNSTREAM)
AND BANK STABILIZATION
OUTLET CHANNEL
Ground
Natural
FROM STA. 14+15 -L- TO STA. 14+59 -L- RT
OHW/ NWS LEVEL
*RIPRAP EXTENDS 2' BELOW STREAMBED
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
OHW/ NWS LEVEL
BELOW STREAMBED
*RIPRAP EXTENDS 2'
FROM STA. 19+10 -L- TO STA. 19+32 -L- LTEXISTING BANKEXISTING BANKMIN. 2:1 TO TIEMI
N. 2:
1 TO TI
EGround
Natural
Ground
Natural
( Not to Scale)
AT PIPE INLET
BANK STABILIZATION
DETAIL 4
(Variable)
CHANNEL BED
Est.=38 SY GEOTEXTILE
Est.=30 TONS OF CL II RIP RAP
GEOTEXTILE (TYP.)GEOTEXTILE (TYP.)
OHW/ NWS LEVEL
BELOW STREAMBED
*RIPRAP EXTENDS 2'
FROM STA. 17+85 -L- TO STA. 18+07 -L- RT
Ground
Natural
Ground
Natural
( Not to Scale)
AT PIPE OUTLET
BANK & CHANNEL STABILIZATION
DETAIL 7
(Variable)
CHANNEL BED
Est.=42 SY GEOTEXTILE
Est.=30 TONS OF CL II RIP RAP (ON BANKS ONLY)
Est.=9 TONS OF CL I RIP RAP (COUNTERSUNK WITHIN CHANNEL)
GEOTEXTILE (TYP.)GEOTEXTILE (TYP.)
ELEVATION
NATURAL BED
EXISTING BANK
MIN. 2:1 TO TIE
EXI
STI
NG BANKMI
N. 2:1 TO TI
EWITHIN CHANNEL
COUNTERSUNK CL I RIP RAP
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 3 OF 10
PERMIT DRAWING
SEE SHEET 5 OF 10
ENLARGEMENT VIEW
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4 W-5601EY
R/W SHEET NO.8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$270
260
250
240
230
220
210
BM #1 - YELLOW BENCH TIE IN 16" OAK TREE
-L- STA. 14+13.75, 87.06' LT
EL = 231.12'
EL = 269.08'
BM #2 - YELLOW BENCH TIE IN 10" OAK TREE
-L- STA. 22+97.86, 28.03' LT
RIGHT DITCH
LEFT DITCH
O70 SKEW
EL = 234.90'
CULVERT -L- STA. 14+28
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
3
4
21
18" RCP
48" RCP
S
S
S
S
S
S
S
S
S
S
S
S
60" CONC. DITCH
60" CONC. DITCH
60" CONC. DITCH
12' CONC
. HW
W/ SIGN48" METALW/ SIGN48" METAL
LI
T
T
L
E CREEKLI
T
T
L
E CRE
EKEXISTING R/W
EXISTING R/W100'100'EXISTING R/W
EXISTING R/W
42" HIGH TENSIL WIRE W/ 1SBW
(8.5'X10'X38')
3 BARREL CONC. CULVERT
B
1
B
1
B
2 B3
H
H
F.O., TWC
16 ", HDPE, Johnston County
F.O., CenturyLink F.O., CenturyLink
16 ", HDPE, Johnston County
F.O., TWC
F.O., CenturyLink
COAX, TWC
HDPE, Johnston County
Duke Energy Progress
TH
4
TH
3
BENJAMIN F. HARMON
BENJAMIN F. HARMON
DAVID PORTER
PHYLLIS PORTER
BARRY EUGENE GUY
MICHAEL C. BRITTAIN
THERESA R. BRITTAIN
SIDNEY T. SPEIGHTS
RACHEL E. TUNSTALL101520
ELEV. 257.78'
-L- STA. 21+60.00
END PROFILE
ELEV. 241.10'
-L- STA. 11+00.00
BEGIN PROFILE
10 11 12 13 14 15 16 17 18 19 20 21 22
210
220
230
240
250
260
270
PI = 12+75.00
EL = 235.67'
(-)3
.1029%(-)0.5241%
VC = 250'
K = 97
PI = 16+70.00
EL = 233.60'
(-)0.5241%(+)4.9347%
VC = 530'
K = 97
V = 50 MPH
V = 50 MPH
-L- (NC 42)
-L- +00.00
50.00' LT
60.00' LT
60.00' LT
-L- +50.00
90.00' LT 58.00' RT
-L- +96.71
-L- +74.17
50.00' LT
-L- +78.68
HW
30" RCP-IV
60" CONC. DITCH
REMOVE 60 LF
REMOVE
BURY INVERT 1'
SEE DETAIL 1
EST. 195 SY GEOTEXTILE
EST. 44 TONS CL B RIP RAP
STA. 20+50 TO 21+60 -L- LT
TOE PROTECTION
SEE DETAIL 1
EST. 311 SY GEOTEXTILE
EST. 69 TONS CL B RIP RAP
STA. 14+39 TO 16+86 -L- LT
TOE PROTECTION
FLOWABLE FILLCOLLAR
SLAB LID
JB w/
SEE DETAIL 1
EST. 256 SY GEOTEXTILE
EST. 57 TONS CL B RIP RAP
STA. 11+84 TO 13+87 -L- LT
TOE PROTECTION
SEE DETAIL 1
EST. 373 SY GEOTEXTILE
EST. 83 TONS CL B RIP RAP
STA. 11+20 TO 14+16 -L- RT
TOE PROTECTION 72" WELDED STEEL INSTALLATION TRENCHLESS INVERT 1'
BURY
SEE DETAIL 3
TO STA. 20+62 -L- RT
FROM STA. 18+03 -L- RT
EST. 681 SY GEOTEXTILE
EST. 295 TONS CL I RIP RAP
SPECIAL LATERAL 2' BASE DITCH w/ CL I RIP RAP
SEE DETAIL 3
TO STA. 22+00 -L- RT
FROM STA. 21+29 -L- RT
EST. 149 SY GEOTEXTILE
EST. 81 TONS CL I RIP RAP
w/ CL I RIP RAP
SPECIAL LATERAL 2' BASE DITCHCAPACITY: 188 CY
(BASIN DEPTH) WITH 1.5:1 SIDE SLOPE,
x 31' (BASIN TOP WIDTH) x 3'
SIZE: 60' (BASIN TOP LENGTH)
STILLING BASIN
SEE DETAIL 2
FROM STA. 17+67 TO 19+14 -L- LT
EST. 193 SY GEOTEXTILE
EST. 50 TON CL B RIPRAP
w/ CL B RIPRAP
SPEC. LATERAL 'V' DITCH
SEE DETAIL 4
AT PIPE INLET
BANK STABILIZATION
35 LF OF
SEE DETAIL 5
EST. 57 SY GEOTEXTILE
EST. 32 TONS CL II RIP RAP
BANK STABILIZATION
& 42 LF INLET CHANNEL
CHANNEL IMPROVEMENTS
30 LF OF INLET
SEE DETAIL 6
EST. 45 SY GEOTEXTILE
GEOTEXTILE ON BANKS ONLY
EST. 95 TONS CL II RIP RAP
BANK STABILIZATION
18 LF OUTLET CHANNEL
SEE DETAIL 7
AT PIPE OUTLET
BANK STABILIZATION
CHANNEL &
20 LF OF
DATE: 8-3-17
ELEV.=224.3
NORMAL WS
EL=233.3
PI=18+00 -L- LT
SPEC. LAT. 'V' DITCH
EL=231.4PI=19+14 -L- LT'V' DITCHEND SPEC. LAT. (-)6.37%EL=251.5PI=21+29 -L- RT2' BASE DITCHBEG SPEC. LAT. EL=257.5PI=22+00 -L- RT2' BASE DITCHEND SPEC. LAT. (+)8.45%EL=249.4PI=20+62 -L- RT2' BASE DITCHEND SPEC. LAT. EL=230.1PI=18+50 -L- RT2' BASE DITCHSPEC. LAT. EL=229.8
PI=18+03 -L- RT
2' BASE DITCH
BEG SPEC. LAT.
EL=235.4
PI=17+67 -L- LT
BEG SPEC. LAT. 'V' DITCH (+)0.63%
(+)9.1%
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
CULVERT HYDRAULIC DATA
CFS
YRS
CFS
FT
YRS
YRS
CFS
FT
FT= 234.9
= 500+
= 3,400
= 50
= 229.1
= 1,711
= 100
= 229.9
= 1,300
3@10'x9' RCBC Sta. 14+28
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 238.0
= 223
= 500+
= 50
= 110
= 235.5
= 130
= 235.9
= 106
72" WSP & RCP-IV Sta. 18+90
72" RCP-IV
(-)1.667%
GRADE
ROADWAY
PROPOSED
3@10'x9' RCBC
EXTEND EXISTING NA 2011NAD 83F
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
F
C
F
F
C
F
F
F
F
F C
C
C
C
C
C
C
C
72" RCP-IV
72" RCP-IV
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 4 OF 10
PERMIT DRAWING
SEE SHEET 5 OF 10
ENLARGEMENT VIEW
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4 W-5601EY
R/W SHEET NO.8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$270
260
250
240
230
220
210
BM #1 - YELLOW BENCH TIE IN 16" OAK TREE
-L- STA. 14+13.75, 87.06' LT
EL = 231.12'
EL = 269.08'
BM #2 - YELLOW BENCH TIE IN 10" OAK TREE
-L- STA. 22+97.86, 28.03' LT
RIGHT DITCH
LEFT DITCH
O70 SKEW
EL = 234.90'
CULVERT -L- STA. 14+28
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY 222223223223224224224224225
2252252
2
5
2252
2
5225226226 226226227 227227 227227227
228 228228
2
2
8228228228229229
2
2
9
229230230230230
230 230230230
230
230
230231231
231 231231 231 231232232
232 232232 232
232
233233
233 233233
233
233 233234234
234 234234
234 234235235235235
235 235235
235
235235235235
236236 236 236236237237237 23723823823
8238
238
238
239239239
240240240240
240241241242242243243244
244244245
24
5 245245
246
247
248249250250251252253254254255 255256256257 257258259259
260260 2602602612612622632642643
4
21
18" RCP
48" RCP
S
S
S
S
S
S
S
S
S
S
S
S
60" CONC. DITCH
60" CONC. DITCH
60" CONC. DITCH
12' CONC
. HW
W/ SIGN48" METALW/ SIGN48" METAL
LI
T
T
L
E CREEKLI
T
T
L
E CRE
EKEXISTING R/W
EXISTING R/W100'100'EXISTING R/W
EXISTING R/W
42" HIGH TENSIL WIRE W/ 1SBW
(8.5'X10'X38')
3 BARREL CONC. CULVERT
B
1
B
1
B
2 B3
H
H
F.O., TWC
16 ", HDPE, Johnston County
F.O., CenturyLink F.O., CenturyLink
16 ", HDPE, Johnston County
F.O., TWC
F.O., CenturyLink
COAX, TWC
HDPE, Johnston County
Duke Energy Progress
TH
4
TH
3
BENJAMIN F. HARMON
BENJAMIN F. HARMON
DAVID PORTER
PHYLLIS PORTER
BARRY EUGENE GUY
MICHAEL C. BRITTAIN
THERESA R. BRITTAIN
SIDNEY T. SPEIGHTS
RACHEL E. TUNSTALL101520
ELEV. 257.78'
-L- STA. 21+60.00
END PROFILE
ELEV. 241.10'
-L- STA. 11+00.00
BEGIN PROFILE
10 11 12 13 14 15 16 17 18 19 20 21 22
210
220
230
240
250
260
270
PI = 12+75.00
EL = 235.67'
(-)3
.1029%(-)0.5241%
VC = 250'
K = 97
PI = 16+70.00
EL = 233.60'
(-)0.5241%(+)4.9347%
VC = 530'
K = 97
V = 50 MPH
V = 50 MPH
-L- (NC 42)
-L- +00.00
50.00' LT
60.00' LT
60.00' LT
-L- +50.00
90.00' LT 58.00' RT
-L- +96.71
-L- +74.17
50.00' LT
-L- +78.68
HW
30" RCP-IV
60" CONC. DITCH
REMOVE 60 LF
REMOVE
BURY INVERT 1'
SEE DETAIL 1
EST. 195 SY GEOTEXTILE
EST. 44 TONS CL B RIP RAP
STA. 20+50 TO 21+60 -L- LT
TOE PROTECTION
SEE DETAIL 1
EST. 311 SY GEOTEXTILE
EST. 69 TONS CL B RIP RAP
STA. 14+39 TO 16+86 -L- LT
TOE PROTECTION
FLOWABLE FILLCOLLAR
SLAB LID
JB w/
SEE DETAIL 1
EST. 256 SY GEOTEXTILE
EST. 57 TONS CL B RIP RAP
STA. 11+84 TO 13+87 -L- LT
TOE PROTECTION
SEE DETAIL 1
EST. 373 SY GEOTEXTILE
EST. 83 TONS CL B RIP RAP
STA. 11+20 TO 14+16 -L- RT
TOE PROTECTION 72" WELDED STEEL INSTALLATION TRENCHLESS INVERT 1'
BURY
SEE DETAIL 3
TO STA. 20+62 -L- RT
FROM STA. 18+03 -L- RT
EST. 681 SY GEOTEXTILE
EST. 295 TONS CL I RIP RAP
SPECIAL LATERAL 2' BASE DITCH w/ CL I RIP RAP
SEE DETAIL 3
TO STA. 22+00 -L- RT
FROM STA. 21+29 -L- RT
EST. 149 SY GEOTEXTILE
EST. 81 TONS CL I RIP RAP
w/ CL I RIP RAP
SPECIAL LATERAL 2' BASE DITCHCAPACITY: 188 CY
(BASIN DEPTH) WITH 1.5:1 SIDE SLOPE,
x 31' (BASIN TOP WIDTH) x 3'
SIZE: 60' (BASIN TOP LENGTH)
STILLING BASIN
SEE DETAIL 2
FROM STA. 17+67 TO 19+14 -L- LT
EST. 193 SY GEOTEXTILE
EST. 50 TON CL B RIPRAP
w/ CL B RIPRAP
SPEC. LATERAL 'V' DITCH
SEE DETAIL 4
AT PIPE INLET
BANK STABILIZATION
35 LF OF
SEE DETAIL 5
EST. 57 SY GEOTEXTILE
EST. 32 TONS CL II RIP RAP
BANK STABILIZATION
& 42 LF INLET CHANNEL
CHANNEL IMPROVEMENTS
30 LF OF INLET
SEE DETAIL 6
EST. 45 SY GEOTEXTILE
GEOTEXTILE ON BANKS ONLY
EST. 95 TONS CL II RIP RAP
BANK STABILIZATION
18 LF OUTLET CHANNEL
SEE DETAIL 7
AT PIPE OUTLET
BANK STABILIZATION
CHANNEL &
20 LF OF
DATE: 8-3-17
ELEV.=224.3
NORMAL WS
EL=233.3
PI=18+00 -L- LT
SPEC. LAT. 'V' DITCH
EL=231.4PI=19+14 -L- LT'V' DITCHEND SPEC. LAT. (-)6.37%EL=251.5PI=21+29 -L- RT2' BASE DITCHBEG SPEC. LAT. EL=257.5PI=22+00 -L- RT2' BASE DITCHEND SPEC. LAT. (+)8.45%EL=249.4PI=20+62 -L- RT2' BASE DITCHEND SPEC. LAT. EL=230.1PI=18+50 -L- RT2' BASE DITCHSPEC. LAT. EL=229.8
PI=18+03 -L- RT
2' BASE DITCH
BEG SPEC. LAT.
EL=235.4
PI=17+67 -L- LT
BEG SPEC. LAT. 'V' DITCH (+)0.63%
(+)9.1%
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
CULVERT HYDRAULIC DATA
CFS
YRS
CFS
FT
YRS
YRS
CFS
FT
FT= 234.9
= 500+
= 3,400
= 50
= 229.1
= 1,711
= 100
= 229.9
= 1,300
3@10'x9' RCBC Sta. 14+28
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 238.0
= 223
= 500+
= 50
= 110
= 235.5
= 130
= 235.9
= 106
72" WSP & RCP-IV Sta. 18+90
72" RCP-IV
(-)1.667%
GRADE
ROADWAY
PROPOSED
3@10'x9' RCBC
EXTEND EXISTING NA 2011NAD 83F
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
F
C
F
F
C
F
F
F
F
F C
C
C
C
C
C
C
C
72" RCP-IV
72" RCP-IV
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY NAD 83SITE 519+00 -L-18+00 -L--L-
72" RCP-IV
72" WELDED STEEL INSTALLATION TRENCHLESS 72" RCP-IV
IN SURFACE WATER
TEMP IMPACTS
SURFACE WATER
IMPACTS IN
IN SURFACE WATER
TEMP IMPACTS
SURFACE WATER
IMPACTS IN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
W-5601EY $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE DETAIL 3
TO STA. 20+62 -L- RT
FROM STA. 18+03 -L- RT
EST. 681 SY GEOTEXTILE
EST. 295 TONS CL I RIP RAP
SPECIAL LATERAL 2' BASE DITCH w/ CL I RIP RAP
SEE DETAIL 2
'V' DITCH
SPEC. LATERAL
SEE DETAIL 4
AT PIPE INLET
BANK STABILIZATION
0 20' 10' 20'
SCALE: 1"=20'
40'
SHEET 5 OF 10
PERMIT DRAWING
SEE DETAIL 7
AT PIPE OUTLET
BANK STABILIZATION
2
1
48" RCP12' CONC
. HW
42" HIGH TENSIL WIRE W/ 1SBW
H
H
TH
3
243.1182
HW
FLOWABLE FILL
SLAB LID
JB w/72" WELDED STEEL INSTALLATION TRENCHLESS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/16240 240
250 250
10+50.00
240 240
250 250
11+00.00
230 230
240 240
250 250
11+50.00
230 230
240 240
250 250
12+00.00
230 230
240 240
12+50.00
230 230
240 240
13+00.00
230 230
240 240
13+50.00
X-1W-5601EY
-L-
5 10
BEGIN PROJECT -L- STA. 11+00.00 WETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDSHEET 6 OF 10
PERMIT DRAWING
6
:12:1 0.04 0.01 2:10.021 0.02
2:1
237.90 2:10.020.02
2:1 2:10.02 0.02
2:1
2:1 0.02
2:10.02 2:12:1 0.02 0.02
FILL IN WETLAND
SITE 2
FILL IN WETLAND
SITE 1
FILL IN WETLAND
SITE 1
FILL IN WETLAND
SITE 2
MECHANIZED CLEARING
MECHANIZED CLEARING
FILL IN WETLAND
MECHANIZED CLEARING
FILL IN WETLAND
MECHANIZED CLEARING
FILL IN WETLAND
MECHANIZED CLEARING
MECHANIZED CLEARING
MECHANIZED CLEARING
MECHANIZED CLEARING
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/16230 230
240 240
14+00.00
230 230
240 240
14+50.00
230 230
240 240
15+00.00
230 230
240 240
15+50.00
230 230
240 240
16+00.00
230 230
240 240
16+50.00
230 230
240 240
250 250
17+00.00
X-2W-5601EY
-L-
5 10
WETLANDWETLANDWETLANDSHEET 7 OF 10
PERMIT DRAWING
2:1 0.02
2:10.02
2:1 0.02
2:10.02 2:10.02
2:1 0.02 2:10.02
2:1 0.02 2:10.02
2:1 0.02 2:10.020.02
2:1 2:10.020.02
SITE 3
SURFACE WATER
TEMP IMPACTS IN
SITE 3
STREAM LITTLE CREEK
STREAM LITTLE CREEK
SITE 4
FILL IN WETLAND
FILL IN WETLAND
SITE 4
MECHANIZED CLEARING
MECHANIZED CLEARING
SURFACE WATER
IMPACTS IN
MECHANIZED CLEARING
SURFACE WATER
TEMP IMPACTS IN
SURFACE WATER
IMPACTS IN
250
240
230
220
210
0100200 100 200
0.0200.020
TOP OF BANK
EXISTING RIGHT
TOP OF BANK
EXISTING LEFT
STREAM BED
TOP OF BANK
EXISTING RIGHT
TOP OF BANK
EXISTING LEFT
DATE: 8-3-17
ELEV.=224.3
NORMAL WS
1.5:1 (NORMAL)
CL II RIP RAP
OUTLET PROTECTION
(TYP.)
2:1 (NORMAL)
2.12:1 SKEWED
(TYP.)
2:1 (NORMAL)
2.12:1 SKEWED
CL ELEV = 234.9'
SKEW = 70 8' 32"
3@10'x9' RCBC
CL STA 14+28 -L-
O
THICKNESS = 0.8'
EXIST. TOP SLAB
ELEV.=222.8
PROP. INVERT
ELEV.=222.8
EXIST. INVERT
ELEV.=222.7
EXIST. INVERT
ELEV.=222.7
PROP. INVERT
FOUNDATION MATERIAL
BACKFILL W/
SLOPE=0.003 FT.FT
EXIST. CULVERT
TO ELEV.=218.0'
EXTRA DEPTH TOE WALL
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
W-5601EY $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SITE 3
EXCAVATION
2:1(MAX.)2:1(MAX.)
(SCALE 1"=5')
22'-33'
EXCAVATION = 32 CY
(SCALE 1"=5')
(LOOKING DOWNSTREAM)
OUTLET CHANNEL
(LOOKING DOWNSTREAM)
INLET CHANNEL
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
OUTLET PROTECTION
GEOTEXTILE (TYP.)
2' THICK W/
CLASS II RIP RAP
SHEET 8 OF 10
PERMIT DRAWING
0
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
W-5601EY $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
220
230
240
50100 50 100
INV=229.6
TOP=240.9
JB W/ SLAB LID
INV=230.4
INV=228.8
72" WSP/ RCP
CL STA 18+87 -L-
S=1.01%
72" WSP
EX TOP OF BANK
EX TOP OF BANK
EX 48" RCP
SITE 5
S=1.01%
72" RCP-IV
S=1.01%
72" RCP-IV
PIPE COLLAR

CL I RIP RAP
20 LF PROPOSED COUNTERSUNK
SHEET 9 OF 10
PERMIT DRAWING
Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 11+79 to 13+65-L-LTROADWAY FILL0.02 0.06 2 11+88 to 13+66-L-RTROADWAY FILL0.03 0.03 3 13+87 to 14+38-L-LTCULVERT EXTENSION INLET < 0.01 16 INLET CHANNEL < 0.01 13 INLET BANK STABILIZATION 42 CULVERT EXTENSION OUTLET < 0.01 14 OUTLET CHANNEL 0.01 10 OUTLET BANK STABILIZATION 18 4 14+43 to 15+86-L-LTROADWAY FILL0.03 0.04 5 17+75 to 19+36-L-72" PIPE at INLET < 0.01 20 18+94 to 19+36-L-LTINLET CHANNEL < 0.01 12 19+05 to 19+26-L-LTINLET BANK STABILIZATION 35 18+04 to 18+38-L-RT72" PIPE at OUTLET 47 17+75 to 17+87-L-RTOUTLET CHANNEL < 0.01 < 0.01 15 17+87 to 18+04-L-RTOUTLET CHANNEL COUNTERSUNK < 0.01 20 RIP RAP AND BANK STABILIZATION TOTALS*: 0.07 0.12 0.02 0.02 212 50 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 10OF 10 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSWAKE COUNTYW-5601EY50138.3.156NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS7-20-2021