20201093 Ver 2_B-5813 2021-03-05 Permit Drawings_20210426

(Version 2.08; Released April 2018)45767.1.1TIP No.:B-5813County(ies):Cabarrus Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year:2040Existing:Year:Aquatic T&E Species?NoComments:YesN/ANoWetlands within Project Limits?NoneNoneSupplemental Classification: Partially WoodedDutch Buffalo Creek13-17-11-(5)0.80.348 MILESProject DescriptionProposed ProjectYadkin-Pee DeeRiver Basin(s): City/Town:1.0Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail]:3/5/2021CabarrusMount PleasantDavid StuttsRaleigh, NC 27610WBS Element:Bridge ReplacementWBS Element:STV Engineers, Inc. / Edward VanceNCDOT Contact:[phone]Charlotte, NC 28202Contractor / Designer:(704) 816-2556900 West Trade Street, Ste. 715North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1020 Birch Ridge DriveAddress:General Project InformationB-581345767.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The existing 190', 4 span bridge over Dutch Buffalo Creek on NC 73 is being replaced with a 2-span bridge with a span arrangement of 1@85' and 1@123' (63" Girder). The bridge will have 4' end bent caps with 1.5:1 sloping abutments skewed at 110 degrees. The bridge will be super elevated at 4% with 12' travel lanes, 4' shoulders and bridge railings on both the sides of the travel lanes. This gives the bridge a 44' clear roadway width and a 47'-3" out-to-out width. This existing bridge will be removed, and the proposed bridge will be placed about 50' upstream of the existing bridge alignment, keeping the existing bridge during construction as a detour bridge. The existing drainage patterns are being maintained in the proposed condition. A proposed ditch will convey water in place of the existing channel (per directions from NCDOT) with a 9' base and 3:1 side slopes. All proposed ditches and the channel change will flow towards and into the Dutch Buffalo Creek. 6" vertical PVC pipe slots at 5' centers line the low end of the super-elevated bridge to convey runoff and meet the requirement of 4' allowable spread. These deck drains will not discharge directly above the stream. At the beginning of the bridge one TB2GI's is placed in the shoulder berm gutters to convey the bridge runoff into a proposed lateral ditch lines with CL-B Riprap. The abutments of the bridge are protected by CL-II Riprap to prevent future erosion and stream migration. Impervious dikes and dewatering operation will be performed during the installation of streambank stabilization (riprap).N/ABuffer Rules in Effect:None8600Bridge : Two 12' lanes and 4' shoulders at both ends of the travel lanes.Approach: Two 12' lanes, 4' paved shoulders Waterbody Information2020NCDWR 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.Bridge: Two 12' lanes with 2' shoulders at both ends of the travel lanes.Approach: Two 12' lanes, variable [e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)
Pleasant
Mount
DUTCHC REEKLITTLEBUFFALOCREEKGREEN
HILLS
DRI
VEST.SHORTLEE
ST
.ST.BARRINGER SOUTHMAINSTREETSR 1006NORTHMAINSR 1006W(NC 73)DUTCHRD.
SR 2604
LAMBERTRD.SR 2611SCOTT RD.SR 2612Mc
ALLI
STERCREEK
49
FRANKLIN STST
BUFFALO
73
73
NC
7
3 EASTCITY LIMITSBEGIN PROJECT
END PROJECT
RIGHT OF WAY DATE:
LETTING DATE:
PROJECT ENGINEER
GRAPHIC SCALES
DEPARTMEN
T
O
F
TRA NSPORTATIONSTATE O F NORT
H CAR
O
LI
NAPLANS PREPARED FOR THE NCDOT BY:
VICINITY MAP
N.T.S.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
PROJECT LENGTHDESIGN DATA
SIGNATURE:
P.E.
P.E.
ENGINEER
HYDRAULICS
SIGNATURE:
ENGINEER
DESIGN
ROADWAY
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NIKKI T. HONEYCUTT, PE
PROJECT DESIGNER
MAAMOON K. ABDELAZIZ
P.E.
See Sheet 1B For Standard Symbology Sheet
See Sheet 1A For Index of Sheets
2018 STANDARD SPECIFICATIONS
CABARRUS COUNTY
NORTH CAROLINA
0
PLANS
1020 20 40
PROFILE (HORIZONTAL)
2001020 40
PROFILE (VERTICAL)
4 2 0 4 8
TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURE
45767.1.1
TIP PROJECT: B-5813STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1B-5813
LOCATION: BRIDGE #132 OVER DUTCH BUFFALO CREEK
ON NC 73
-L- STA. 12+70.00
BEGIN TIP PROJECT B-5813
-L- STA. 31+30.00
END TIP PROJECT B-5813
-L- STA. 20+81.00
BEGIN BRIDGE
-L- STA. 22+89.00
END BRIDGE
NC 73
NC
73
TOTAL LENGTH OF TIP PROJECT B-5813 = 0.352 MILES
LENGTH OF STRUCTURE TIP PROJECT B-5813 = 0.039 MILES
LENGTH OF ROADWAY TIP PROJECT B-5813 = 0.313 MILES
REGIONAL TIER
* (TTST 1% + DUALS 4%)
D
T
V
=
=
=
=
=
=
8,600
10,800
MAJOR COLLECTOR
FUNC. CLASSIFICATION:
K 12%
60 MPH
ADT 2020
ADT 2040
60%
5%*-Y-EAST
KEITH PASCHAL, PE
Scale : 100
TO THE LIMITS ESTABLISHED BY METHOD III.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
45767.2.1 /ROW UTILITIES
CONTRACT: C204417DUTCH RD (SR 2604)-L- STA. 33+07.69
END CONSTRUCTION
FOR -Y- (SR 2604 DUTCH ROAD)
FOR K FACTORS AND ASSOCIATED NIGHTTIME SSD
DESIGN EXCEPTION REQUIRED FOR SAG AND CREST
-Y- STA. 9+62.47
BEGIN CONSTRUCTION
OCTOBER 14, 2019
SURFACE WATER IMPACTS PERMIT
100'0'100'
SITE 1
SITE 2
of1 6
Permit Drawing
Sheet
BawayaDr:\hydraulics\permits_enviornmental\drawings\prm sht\B5813_hyd_prm_psh01_tsh.dgn3/5/2021TO MOUNT PLEASANT
-L-DUTCH BUFFALO CREEK-L
-DUTCH BUFFALO CREEKTO ALBEMARLENCDOT CONTACT:
Structure Management Unit
6
JUNE 15, 2021 NAD 83
/ 2011
(TYP.)
SPECIAL STILLING BASIN
(TYP.)
SPECIAL STILLING BASIN
RELOCATION CHANNEL IS 180 FT TEMPORARY CAUSEWAYS
IMPERVIOUS DIKE (TYP.)
IMPERVIOUS DIKE (TYP.)
IMPERVIOUS DIKE (TYP.)
GR
MTL
MTL
MTL
MTL
GR
CONC
2SBD
1SBD
CONC
GR
WOODS
WOODS
WOODS
WOODS
WOODS 12"DIP12"DIP120.20'S 09°05'01" W130.36'S 38°01'07" W541.90'S 29°30'34" W228.94'PK
EIPSTONE WALLDI
EOI
EXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/W
DB 509 PG 126
DON M. RITCHIE
MITCHELL S. RAMSEY
DB 9164 PG 256
DB 6201 PG 297
HWY 73 LLC
MOUNT PLEASANT
H & H TOWING INC
DB 8831 PG 131STONE WALLDB 12881 PG 143
DARIN BURNS
DUTCH BUFFALO CREEKDUTCH BUFFALO CREEKTYPE B-77 TYPE B-77
TYPE B-77TYPE B-77
GREU TL-320+0025+0024+0023+0022+0021+00GREU TL-3
GREU TL-3
2
1
4
3
1385' R
P
LEGEND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
STREAM PERMIT IMPACT
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/5/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\B5813_hyd_prm_psh02.dgnBawayaD2B-5813
CENTER FROM STA. 22+36 TO STA. 22+71 RT
DECK DRAINS (TYP.) 6" CIRCULAR SLOTS 5'CENTER FROM STA. 20+85 TO STA. 21+45 RT
DECK DRAINS (TYP.) 6" CIRCULAR SLOTS 5'
of2 6
Permit Drawing
Sheet
(TYP.)
TEMPORARY PIPE
(TYP.)
TEMPORARY PIPE
SITE 1 / SITE 2
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
PERMANENT IMPACTS
IN SURFACE WATER
PERMANENT IMPACTS
IN SURFACE WATER
PERMANENT IMPACTS
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 22+15 RT TO STA. 22+68 RT
FROM STA. 20+91 RT TO STA. 21+75 RT
FROM STA. 20+00 LT TO STA. 20+20 LT
DETAIL B
Grade
Ditch 1'
GEOTEXTILE
Geotextile= 424 sy
Type of Liner= 264 TONS, CL-I Rip-Rap
10'min.
1.0'min.
(SEE DETAIL B)
20+00 TO 20+20 LT
RIPRAP AT EMBANKMENT
(SEE DETAIL B)
STA. 20+91 TO STA. 21+75 RT
RIPRAP AT EMBANKMENT
(SEE DETAIL B)
STA. 22+15 TO STA. 22+68 RT
RIPRAP AT EMBANKMENT
(SEE DETAIL D)
STA. 20+35 TO 22+09 LT
CHANNEL CHANGE
b
2:1d
D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.
FROM STA. 20+35 LT TO STA. 22+09 LT
Ground
Natural
b= Varies
B= 9 Ft.
Max. d= 4 Ft.
Min. D= 4 Ft.
Type of Liner= CL-I Rip-Rap
DETAIL D
Ground
Natural
Exist. Channel
Fill Slope
Proposed
GEOTEXTILE
2:1
Existing Stream
Material From
Native Bed
GRAPHIC SCALE
0'40'40'
Scale : 20
IN SURFACE WATER
PERMANENT IMPACTS
OPERATION
PUMP AROUND
AERIAL PIPE CROSSING
PROPOSED SANITARY SEWER NAD 83
NSRS 2007F
F
F
F
F F
F
F
F
C
C
C
C
C C C C
F
C
F
F
F
F
F F
F
F
C
F
F
F
F
(TYP.)
SPECIAL STILLING BASIN
(TYP.)
SPECIAL STILLING BASIN
TEMPORARY CAUSEWAYS
IMPERVIOUS DIKE (TYP.)
IMPERVIOUS DIKE (TYP.)
IMPERVIOUS DIKE (TYP.)
RELOCATION CHANNEL IS 180 FT
499500501502503504504504504
505
505505505505 505505505505505506
506506506
5 0 6506506
507507507507507507507507508508508508508508508508508508509509509509509509509509509509510510510510510510510
5
10 510
510510510 510510510510510510511511511511511511511511511511
5125125125125125
12
512
512
512 512512512512512512513513 513513513513513513513 513513513513513513513
513513513514514
514514514
5145145145145145
1
4
5
1
4
5
1
4
514
514515
515515515
515515515515515515
5155155155
1
5
515515516516516516
516
5165165
1
6
517 517517517517 517517
518518518518518518518
518519 519 519519519520520520520
520520520520520 5215215215215225225
2
2
522 522522523523523523523
523524524524 524524524525525525525
525
5
2
5
5
2
5
525525525525
5
2
5
5
2
5526526 526526526
526526527
5275
2
7
527 528
528529529
GR
MTL
MTL
MTL
MTL
GR
CONC
2SBD
1SBD
CONC
GR
WOODS
WOODS
WOODS
WOODS
WOODS 12"DIP12"DIP120.20'S 09°05'01" W130.36'S 38°01'07" W541.90'S 29°30'34" W228.94'PK
EIPSTONE WALLDI
EOI
EXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/W
DB 509 PG 126
DON M. RITCHIE
MITCHELL S. RAMSEY
DB 9164 PG 256
DB 6201 PG 297
HWY 73 LLC
MOUNT PLEASANT
H & H TOWING INC
DB 8831 PG 131STONE WALLDB 12881 PG 143
DARIN BURNS
DUTCH BUFFALO CREEKDUTCH BUFFALO CREEKTYPE B-77 TYPE B-77
TYPE B-77TYPE B-77
GREU TL-320+0025+0024+0023+0022+0021+00GREU TL-3
GREU TL-3
2
1
4
3
1385' R
P
LEGEND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
STREAM PERMIT IMPACT
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/5/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\B5813_hyd_prm_psh03.dgnBawayaDScale : 20 3
GRAPHIC SCALE
0'40'40'
of3 6
Permit Drawing
Sheet
B-5813
(TYP.)
TEMPORARY PIPE
(TYP.)
TEMPORARY PIPE
CENTER FROM STA. 22+36 TO STA. 22+71 RT
DECK DRAINS (TYP.) 6" CIRCULAR SLOTS 5'CENTER FROM STA. 20+85 TO STA. 21+45 RT
DECK DRAINS (TYP.) 6" CIRCULAR SLOTS 5'
SITE 1 / SITE 2
IN SURFACE WATER
PERMANENT IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
PERMANENT IMPACTS
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 22+15 RT TO STA. 22+68 RT
FROM STA. 20+91 RT TO STA. 21+75 RT
FROM STA. 20+00 LT TO STA. 20+20 LT
DETAIL B
Grade
Ditch 1'
GEOTEXTILE
Geotextile= 424 sy
Type of Liner= 264 TONS, CL-I Rip-Rap
10'min.
1.0'min.
IN SURFACE WATER
TEMPORARY IMPACTS
(SEE DETAIL B)
20+00 TO 20+20 LT
RIPRAP AT EMBANKMENT
(SEE DETAIL B)
STA. 20+91 TO STA. 21+75 RT
RIPRAP AT EMBANKMENT
(SEE DETAIL B)
STA. 22+15 TO STA. 22+68 RT
RIPRAP AT EMBANKMENT
b
2:1d
D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.
FROM STA. 20+35 LT TO STA. 22+09 LT
Ground
Natural
b= Varies
B= 9 Ft.
Max. d= 4 Ft.
Min. D= 4 Ft.
Type of Liner= CL-I Rip-Rap
DETAIL D
Ground
Natural
Exist. Channel
Fill Slope
Proposed
GEOTEXTILE
2:1
Existing Stream
Material From
Native Bed
(SEE DETAIL D)
STA. 20+35 TO 22+09 LT
CHANNEL CHANGE
IN SURFACE WATER
PERMANENT IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
OPERATION
PUMP AROUND
AERIAL PIPE CROSSING
PROPOSED SANITARY SEWER
IN SURFACE WATER
PERMANENT IMPACTS NAD 83
NSRS 2007F
F
F
F
F F
F
F
F
C
C
C
C
C C C C
F
C
F
F
F
F
F F
F
F
C
F
F
F
F
5/14/993/5/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\B5813_hyd_prm_psh05_pfl.dgnBawayaD18+00 19+00 20+00 21+00 22+00 23+00
522
526
530
534
538
546
542
550
518
514
510
506
502
498
522
526
530
534
538
546
542
550
518
514
510
506
502
498
B-5813
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER
4
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
-L-
of4 6
Permit Drawing
Sheet
PROPOSED GRADE
BEGIN BRIDGE
-L- STA 20+81.00
END BRIDGE
-L- STA 22+89.00
PI=19+00.00
EL=521.38'EL=513.71'PI=19+50.00END DITCH LTPI=19+00.000PI=19+50.00PI=20+00.00PI=20+50.00ELEV = 531.9'
SKEW = 110 DEGREES
W/4" END BENT CAPS & SLOPING ABUTMENTS
1@85', 1@123' (63" GIRDER)
CENTERLINE STA. 21+85 -L-PI=20+50.00PI=21+00.00PI=21+50.00PI=22+00.008100
9200
100
32500
50
520.8
521.5
531.4
507.9
01/31/2017
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
=
=
=
=
=
=
=
=
=
=
=
500+/-PI=22+89.00PI=23+00.00PI=23+50.00EXISTING GROUND
DATE OF SURVEY: 01/31/2017
W.S.E. = 507.9'
(STRUCTURE PAY ITEM)
CL-II RIPRAP
400 TON1.5:11.5:1PAY ITEM)
(STRUCTURE
CL-II RIPRAP
384 TON
(+)0.3803%(-
)3
.1642%
DS = 60 MPH
PI = 18+10.00
EL = 530.50'
VC = 500'
K = 141
(+)0.3803%
LOW POINT
EL = 531.35'
-L- STA 20+06.36
(-)16.68
%(-)15.34
%(-)4
.2
8%(-)4
.06%
(-)2.02%
(-)0.94%
(-
)3
.58%
(-)24.90
%EL=524.93'(+)4.86%(+)4.55%EL=522.50'EL=522.00'(+)38.10%EL=505.04'EL=505.23'EL=505.43'(-)2
.68%
(-)0.39%
(-)0.33%
(-)0.40%EL=525.50'EL=525.03'EL=523.24'(-)0.44%
(-)0.38%EL=505.62'W.S.E. = 521.5'
100 YEAR
W.S.E. = 520.8'
50 YEAR
BEGIN DITCH LT
EL=529.72'
PI=18+50.00
BEGIN DITCH RT
EL=528.54'
PI=18+50.00
EL=526.51'END DITCH RT
EL=513.03'
PI=20+91.00
EL=511.57'
PI=20+00.00
BEGIN DITCH LT
EL=506.96'
PI=20+00.00
PI=20+91.00EL=505.46'END DITCH LT
EL=505.00'
PI=22+09.00
EL=510.18'
PI=22+68.00
END DITCH RT
EST. 480 C.Y.
EXCAVATION MATERIAL
LATERAL BASE DITCH
TO BE FILLED WITH
EXISTING CHANNEL
BRIDGE
REMOVE EXISTING
22+36 TO STA. 22+71
SLOTS - 5' CENTER FROM STA.
DECK DRAINS (TYP.) 6" CIRCULAR
20+85 TO STA. 21+45
SLOTS - 5' CENTER FROM STA.
DECK DRAINS (TYP.) 6" CIRCULAR
FROM STA. 22+31 TO STA. 22+71 RT
FROM STA. 20+85 TO STA. 21+45 RT
6" CIRCULAR SLOTS ON 5' CENTERS
DECK DRAINS REQUIRED
(TYP.)
SPECIAL STILLING BASIN
(TYP.)
SPECIAL STILLING BASIN
RELOCATION CHANNEL IS 180 FT
TEMPORARY CAUSEWAYS
IMPERVIOUS DIKE (TYP.)
IMPERVIOUS DIKE (TYP.)
IMPERVIOUS DIKE (TYP.)
MTL
MTL
MTL
WOODS
WOODS
WOODS
WOODS
WOODS 12"DIP12"DIPS 38°01'07" W541.90'S 29°30'34" W228.94'PK STONE WALLDI
EOI
EXISTING R/W
EXISTING R/W
DB 509 PG 126
DON M. RITCHIE
MITCHELL S. RAMSEY
DB 9164 PG 256
DB 6201 PG 297
HWY 73 LLC
MOUNT PLEASANTDUTCH BUFFALO CREEKSTONE WALLCREEKDUTCH BUFFALODB 12881 PG 143
DARIN BURNS
TYPE B-77 TYPE B-77
TYPE B-77TYPE B-7720+0023+001
2
3
4
P
LEGEND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
STREAM PERMIT IMPACT
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/993/5/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\B5813_hyd_prm_psh08.dgnBawayaDScale : 30 B-5813
GRAPHIC SCALE
0'30'30'
5
CENTER FROM STA. 20+85 TO STA. 21+45 RT
DECK DRAINS (TYP.) 6" CIRCULAR SLOTS 5'
CENTER FROM STA. 22+36 TO STA. 22+71 RT
DECK DRAINS (TYP.) 6" CIRCULAR SLOTS 5'
of5 6
Permit Drawing
Sheet
(TYP.)
TEMPORARY PIPE
(TYP.)
TEMPORARY PIPE
SITE 1 / SITE 2
IN SURFACE WATER
TEMPORARY IMPACTSIN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
PERMANENT IMPACTS
IN SURFACE WATER
PERMANENT IMPACTS
IN SURFACE WATER
PERMANENT IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
(SEE DETAIL B)
STA. 20+91 TO STA. 21+75 RT
RIPRAP AT EMBANKMENT
(SEE DETAIL B)
STA. 22+15 TO STA. 22+68 RT
RIPRAP AT EMBANKMENT
(SEE DETAIL B)
20+00 TO 20+20 LT
RIPRAP AT EMBANKMENT
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 22+15 RT TO STA. 22+68 RT
FROM STA. 20+91 RT TO STA. 21+75 RT
FROM STA. 20+00 LT TO STA. 20+20 LT
DETAIL B
Grade
Ditch
1'
GEOTEXTILE
Geotextile= 424 sy
Type of Liner= 264 TONS, CL-I Rip-Rap
10'min.
1.0'min.
b
2:1d
D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.
FROM STA. 20+35 LT TO STA. 22+09 LT
Ground
Natural
b= Varies
B= 9 Ft.
Max. d= 4 Ft.
Min. D= 4 Ft.
Type of Liner= CL-I Rip-Rap
DETAIL D
Ground
Natural
Exist. Channel
Fill Slope
Proposed
GEOTEXTILE
2:1
Existing Stream
Material From
Native Bed
(SEE DETAIL D)
STA. 20+35 TO 22+09 LT
CHANNEL CHANGE
IN SURFACE WATER
PERMANENT IMPACTS
OPERATION
PUMP AROUND
AERIAL PIPE CROSSING
PROPOSED SANITARY SEWER NAD 83
NSRS 2007F
F
F
F
F
F
F
F
C
C
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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)21+65.10 RT / 21+93.07 RT22+09.39 RT / 22+22.34 RT19+95.00 LT / 21+77.74 RT21+95.93 LT / 22+23.18 LTTOTALS:0.05 0.03 282 137ATN Revised 3/31/05BRIDGE #132 OVER DUTCH BUFFALO CREEKON (NC 73)NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSCABARRUS COUNTY3/5/2021B-5813 WETLAND PERMIT IMPACT SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSSHEET 6 of 6 BANK STABILIZATION(TEMPORARY IMPACTS DUE TO IMPERVIOUS DIKE)SITE 10.01 0.02*TEMPORARY IMPACTS LENGTH TOTAL = 83' (63' TAKEN INTO ACCOUNT IN PERMANENT IMPACTS)63 20*SITE 2CHANNEL RELOCATION0.04 0.01 219 117