20201093 Ver 1_B-5813 Final Permit Drawings_20200902 (2)

North Carolina Department of Transportation
Highway Stormwater Program
(Version 2.08; Released April 2018)
    STORMWATER MANAGEMENT PLAN
    FOR NCDOT PROJECTS
WBS Element:45767.1.1 TIP No.:B-5813 County(ies):Cabarrus Page 1 of 1
General Project Information
WBS Element:45767.1.1 TIP Number:B-5813 Project Type:Bridge Replacement Date:12/4/2019
NCDOT Contact:David Stutts Contractor / Designer:STV Engineers, Inc. / Shirshant Sharma
Address:1020 Birch Ridge Drive Address:900 West Trade Street, Ste. 715
Raleigh, NC 27610 Charlotte, NC 28202
Phone:[phone] Phone:[phone]
Email:[e-mail] Email:[e-mail]
City/Town:Mount Pleasant County(ies):Cabarrus
River Basin(s):Yadkin-Pee Dee CAMA County?No
Wetlands within Project Limits?No
Project Description
Project Length (lin. miles or feet):  0.348 MILES Surrounding Land Use:    Partially Wooded
Proposed Project Existing Site
Project Built-Upon Area (ac.)1.0 ac.0.8 ac.
Typical Cross Section Description:Bridge : Two 12' lanes and 4' shoulders at both ends of the travel lanes.
Approach: Two 12' lanes, 4' paved shoulders
Bridge: Two 12' lanes with 2' shoulders at both ends of the travel lanes.
Approach: Two 12' lanes, variable shoulders
Annual Avg Daily Traffic (veh/hr/day):Design/Future:10800 Year:2040 Existing:8600 Year:2020
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
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.
Waterbody Information
Surface Water Body (1): Dutch Buffalo Creek NCDWR Stream Index No.:13-17-11-(5)
NCDWR Surface Water Classification for Water Body Primary Classification:Class C
Supplemental Classification:None
Other Stream Classification: None
Impairments:None
Aquatic T&E Species?No Comments:
NRTR Stream ID:Buffer Rules in Effect:N/A
Project Includes Bridge Spanning Water Body?Yes Deck Drains Discharge Over Buffer?N/A Dissipator Pads Provided in Buffer?N/A
Deck Drains Discharge Over Water Body?No (If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
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
FEBRUARY 18, 2020
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 9
Permit Drawing
Sheet
WindsoWAr:\hydraulics\permits_enviornmental\drawings\prm sht\B5813_hyd_prm_psh01_tsh.dgn5/5/2020TO MOUNT PLEASANT
-L-DUTCH BUFFALO CREEK-L
-DUTCH BUFFALO CREEKTO ALBEMARLENCDOT CONTACT:
Structure Management Unit NAD 83
/ 2011
(TYP.)
SPECIAL STILLING BASIN
(TYP.)
SPECIAL STILLING BASIN
IMPERVIOUS DIKE, (TYP.)
IMPERVIOUS DIKE, (TYP.)
RELOCATION CHANNEL IS 225 FT
IMPERVIOUS DIKE, (TYP.)
TEMPORARY CAUSEWAYS
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.8/17/995/5/2020r:\hydraulics\permits_enviornmental\drawings\prm sht\B5813_hyd_prm_psh02.dgnWindsoWA2Scale : 25
GRAPHIC SCALE
0'50'50'
=S3
B-5813
CENTER FROM STA. 22+31 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'
=S4
220 LF / 0.04 AC
IN SURFACE WATER
PERMANENT IMPACTS
=S5
8 LF / <0.01 AC
IN SURFACE WATER
TEMPORARY IMPACTS
of2 9
Permit Drawing
Sheet
(TYP.)
TEMPORARY PIPE
(TYP.)
TEMPORARY PIPE
57 LF / 0.01 AC
IN SURFACE WATER
TEMPORARY IMPACTS
=S2
83 LF / 0.03 AC
IN SURFACE WATER
TEMPORARY IMPACTS
51 LF / 0.01 AC
IN SURFACE WATER
TEMPORARY IMPACTS
=S1
SITE 1 / SITE 2
GR
MTL
MTL
MTL
MTL
GR
CONC
2SBD
1SBD
CONC
GR
WOODS
WOODS
WOODS
WOODS
WOODS
120.20'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
2
1
4
3
1385' R
TYPE B-77 TYPE B-77
TYPE B-77TYPE B-77
GREU TL-320+0025+0024+0023+0022+0021+00GREU TL-3
GREU TL-3DUTCH BUFFALO CREEKDUTCH BUFFALO CREEKLEGEND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
STREAM PERMIT IMPACT
AREA (AC)LENGTH (FT)
SW IMPACTS
TEMPORARY 0.05 142
SW IMPACTS
PERMANENT 2200.04 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
IMPERVIOUS DIKE, (TYP.)
IMPERVIOUS DIKE, (TYP.)
RELOCATION CHANNEL IS 225 FT
IMPERVIOUS DIKE, (TYP.)
TEMPORARY CAUSEWAYS
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.8/17/995/5/2020r:\hydraulics\permits_enviornmental\drawings\prm sht\B5813_hyd_prm_psh03.dgnWindsoWAScale : 20 3
GRAPHIC SCALE
0'40'40'
of3 9
Permit Drawing
Sheet
B-5813
=S3
(TYP.)
TEMPORARY PIPE
(TYP.)
TEMPORARY PIPE
57 LF / 0.01 AC
IN SURFACE WATER
TEMPORARY IMPACTS
=S2
83 LF / 0.03 AC
IN SURFACE WATER
TEMPORARY IMPACTS
CENTER FROM STA. 22+31 TO STA. 22+71 RT
DECK DRAINS (TYP.) 6" CIRCULAR SLOTS 5'
51 LF / 0.01 AC
IN SURFACE WATER
TEMPORARY IMPACTS
=S1
=S4
220 LF / 0.04 AC
IN SURFACE WATER
PERMANENT IMPACTS
CENTER FROM STA. 20+85 TO STA. 21+45 RT
DECK DRAINS (TYP.) 6" CIRCULAR SLOTS 5'
=S5
8 LF / <0.01 AC
IN SURFACE WATER
TEMPORARY IMPACTS
SITE 1 / SITE 2499500501502503504504504504
505
505505505505 505505505505505506
506506506
5 0 6506506
5075075075075075075075075085085085085085085085085085085095095095095095095095095105105105105105
10 510
510510510 510510510510510510511511511511511511511511511511
5125125125125
12
512
512
512 512512512512512512513513 513513513513513513513 513513513513513513513513
513513513
513514514
514514514
5145145145145145
1
4
5
1
4
5
1
4
514
514515
515515
515515515515515515
5155155155155
1
5
515515516516516516
516
5165165
1
6
517 517517517517 517517
518518518518518518518
518519 519 519519519520520520520
520520520520520520
520 521521 5215215215225225
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
120.20'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
2
1
4
3
1385' R
TYPE B-77 TYPE B-77
TYPE B-77TYPE B-77
GREU TL-320+0025+0024+0023+0022+0021+00GREU TL-3
GREU TL-3DUTCH BUFFALO CREEKDUTCH BUFFALO CREEKLEGEND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
STREAM PERMIT IMPACT
AREA (AC)LENGTH (FT)
SW IMPACTS
TEMPORARY 0.05 142
SW IMPACTS
PERMANENT 2200.04 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
13+00 14+00 15+00 16+00 17+00 18+00
526
530
534
538
542
550
546
554
558
562
522
518
526
530
534
538
542
550
546
554
558
562
522
518
B-5813 4
5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
5/5/2020r:\hydraulics\permits_enviornmental\drawings\prm sht\B5813_hyd_prm_psh04_pfl.dgnWindsoWADOCUMENT 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 9
Permit Drawing
Sheet
EXISTING GROUND
PROPOSED GRADE
EX
IST
ING
PAVEMENT
(-)4
.148
9
%
BEGIN GRADE
EL = 549.46'
-L- STA 12+70.00
(-)3
.6833%(-)4
.2
414%(-)4
.2
4
14%
(-
)3
.1642%
(-
)3
.1642%
DS = 65 MPH
PI = 13+30.00
EL = 547.25'
VC = 120'
K = 215
DS = 65 MPH
PI = 14+75.00
EL = 541.10'
VC = 170'
K = 158
END DITCH LT(-)5.17%
BEGIN DITCH LT
EL=545.38'
PI=13+00.00
EL=546.93'
PI=12+70.00
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
5/14/995/5/2020r:\hydraulics\permits_enviornmental\drawings\prm sht\B5813_hyd_prm_psh05_pfl.dgnWindsoWA18+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
5
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-
of5 9
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+31 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
5/14/995/5/2020r:\hydraulics\permits_enviornmental\drawings\prm sht\B5813_hyd_prm_psh06_pfl.dgnWindsoWA24+00 25+00 26+00 27+00 28+00 29+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
of6 9
Permit Drawing
Sheet
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
B-5813
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER
6
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L-
PROPOSED GRADE
-L- STA 26+02.16
NC 73
DUTCH ROAD
-Y- STA 14+00.00
BM-1
BENCH TIE SPIKE IN 30" OAK
ELEV. = 529.70
STA. = 25+66.07
BM-1 PI=24+00.00PI=24+50.00PI=25+00.00(+)0.3803%(+)3.0923%
(+)3.0923%(+)1.3143%
DS = 60 MPH
PI = 25+20.00
EL = 533.20'
VC = 380'
K = 140
DS = 60 MPH
PI = 28+45.00
EL = 543.25'
VC = 270'
K = 152
(+)6.46%EL=528.12'(+)2.96%EL=526.64'(+)2.36%EL=525.46'(+)1.06%
EL=531.35'
PI=25+50.00
BEGIN DITCH RT
EXISTING GROUND
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
5/14/995/5/2020r:\hydraulics\permits_enviornmental\drawings\prm sht\B5813_hyd_prm_psh07_pfl.dgnWindsoWA29+00 30+00 31+00 32+00 33+00 34+00
542
546
550
554
558
566
562
570
538
534
530
526
522
518
542
546
550
554
558
566
562
570
538
534
530
526
522
518
B-5813
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER
7
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-
of7 9
Permit Drawing
Sheet
END GRADE
EL = 547.67'
-L- STA 31+30.00
PROPOSED GRADE
BENCH TIE SPIKE IN 18" PINE
ELEV. = 545.10
STA. = 32+17.70
BM-2
BM-2
EXISTING PAVEMENT (+)2.3937 %
(+)1.3143%(+)2.2133%
(+)1.3143%
DS = 65 MPH
PI = 30+55.00
EL = 546.01'
VC = 150'
K = 167
EXISTING GROUND
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
IMPERVIOUS DIKE, (TYP.)
RELOCATION CHANNEL IS 225 FT
IMPERVIOUS DIKE, (TYP.)
IMPERVIOUS DIKE, (TYP.)
TEMPORARY CAUSEWAYS
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.8/17/995/5/2020r:\hydraulics\permits_enviornmental\drawings\prm sht\B5813_hyd_prm_psh08.dgnWindsoWAScale : 30 B-5813
GRAPHIC SCALE
0'30'30'
8
CENTER FROM STA. 20+85 TO STA. 21+45 RT
DECK DRAINS (TYP.) 6" CIRCULAR SLOTS 5'
CENTER FROM STA. 22+31 TO STA. 22+71 RT
DECK DRAINS (TYP.) 6" CIRCULAR SLOTS 5'
8 LF / <0.01 AC
IN SURFACE WATER
TEMPORARY IMPACTS
=S5
of8 9
Permit Drawing
Sheet
(TYP.)
TEMPORARY PIPE
(TYP.)
TEMPORARY PIPE
=S4
220 LF / 0.04 AC
IN SURFACE WATER
PERMANENT IMPACTS
57 LF / 0.01 AC
IN SURFACE WATER
TEMPORARY IMPACTS
=S383 LF / 0.03 AC
IN SURFACE WATER
TEMPORARY IMPACTS
=S2
51 LF / 0.01 AC
IN SURFACE WATER
TEMPORARY IMPACTS
=S1
SITE 1 / SITE 2
MTL
MTL
MTL
MTL
WOODS
WOODS
WOODS
WOODS
WOODS S 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
1
2
3
4
TYPE B-77 TYPE B-77
TYPE B-77TYPE B-7720+0023+0022+0021+00LEGEND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
STREAM PERMIT IMPACT
AREA (AC)LENGTH (FT)
SW IMPACTS
TEMPORARY 0.05 142
SW IMPACTS
PERMANENT 2200.04 NAD 83
NSRS 2007F
F
F
F
F
F
F
F
C
C
C
C
C
F
F
C
F
F
F
F
ENLARGEMENT
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)SITE 1 21+95.93 / 22+19.05 IMPERVIOUS DIKE0.01 51SITE 1 21+65.10 / 21+92.95 TEMPORARY CAUSEWAY 10.03 83SITE 1 22+09.39 / 22+22.34 TEMPORARY CAUSEWAY20.01 57SITE 2 20+01.30 / 21+75.51 CHANNEL RELOCATION0.04 220SITE 2 19+95.00 / 20+02.09 CHANNEL RELOCATION<0.01 8TOTALS:0.04 0.05 220 142ATN Revised 3/31/05BRIDGE #132 OVER DUTCH BUFFALO CREEKON (NC 73)NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSCABARRUS COUNTY5/6/2020B-5813*THE IMPACTS AT S3 ARE COMPLETELY WITHIN THE LENGTH OF STREAM BEING IMPACTED BY S2 AND WILL NOT COUNTED TOWARDS TOTALS WETLAND PERMIT IMPACT SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSSHEET 9 of 9