20200462 Ver 1_R.139_PRM04062020_20200407

H1 shWroraymwater North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 17BP.10.R.139 TIP No.: County(ies): Cabarrus Page 1 of 1
General Project Information
WBS Element:
17BP.10.R.139
ITIP Number:
Project Type: Bridge Replacement
Date: 3/16/2020
NCDOT Contact:
Garland Haywood
Contractor / Designer:
STV Engineers, Inc. / Shirshant Sharma
Address:
716 W Main St.
Albemarle, NC 28001
Address:
900 West Trade Street, Ste. 715
Charlotte, NC 28202
Phone:
[phone]
Phone:
[phone]
Email:
[e-mail]
Email:
[e-mail]
City/Town:
Mt. Pleasant, NC
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):
0.11
Surrounding Land Use:
lWooded
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
0.4 ac.
0.3 ac.
Typical Cross Section Description:
Bridge : Two 11' lanes, 5'6" to the left and 3'6" right paved shoulders.
Approach: Two 11' lanes, variable shoulders
Bridge: Two 13.5'-14.5' lanes, variable shoulders
Approach: 12'-13' lanes, variable shoulders
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 9800 Year: 2025
Existing: 4900 Year: 2014
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The existing 91', 3 span bridge over Adams Creek on SR 1006 (Mt. Pleasant Rd. S.) is being replaced with a 2 span bridge with a span arrangement of 1 @70' (24" cored slab)
and 1 @50' (21" cored slab). The bridge will have 1.5:1 sloping abutments. The bridge will be superelevated at 4% to the left with 11' travel lanes, and have a 56" left shoulder
and 3'6" right shoulder, 30'10" clear width and 33' OTO width. The existing bridge structure will be removed. Overall drainage patterns will be maintained. There will be roadside
ditches that flow towards both sides of the bridge on both sides of the roadway. On the end side of the bridge, a traffic bearing grated drop inlet with double frame and grates
(2G1) is placed on the left side of the roadway in the shoulder berm gutter to pick up runoff from the bridge. Class -II riprap abutment protection on both banks of the stream is
also proposed to prevent future erosion and stream migration. Deck drains are not required. Impervious dikes will be used to prevent sediment from entering the stream and will
be dewatered as needed.
Waterbody Information
Surface Water Body (1):
Adams Creek
NCDWR Stream Index No.:
13-17-11-7
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?
iYes
Deck Drains Discharge Over Buffer?
N/A
Dissipater Pads Provided in Buffer?
I N/A
Deck Drains Discharge Over Water Body?
I N/A
(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)

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See Sheet to For Index of Sheets
See Sheet tB For Standard Symbology Sheet
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STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CABARRUS COUNTY
STATE
STATE PRWl= RRPRRRNCR Na
N.
17BP.10.R.139
1
9
STATE PROI.NQ
P.APROI.NQ
eSCRIPTION
17 BP.10. R.140
P.E.
Z LOCATION: BRIDGE #239 OVER ADAMS CREEK ON SR 1006 (MT. PLEASANT RD S.)
NORTH CAROLINA
i
O11
�3
�W
'1
BEGIN PROJECT WBS 17BP.10.R.139
—L— STA. 13+00.00 BEGIN BRIDGE
-L- STA. 15+40.81
� SR = ==== I
(3"n�lrsu RDRo)d _—--------
— R 1006 MT. PLEASANT ROAD S.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 77.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
iIiII
PROFILE (HORIZONTAL)
4 2 0 4 8
PROFILE (VERTICAL)
DESIGN
DATA
ADT 2014 =
4,900
ADT 2025 =
9,800
DHV =
N/A
D =
N/A
T =
7%
V =
45 MPH
FUNC. CLASSIFICATION:
MAJOR COLLECTOR
REGIONAL
TIER
PROJECT LENGTH
SITE 1
END BRIDGE
-L- STA. 16+63.19
LENGTH OF ROADWAY PROJECT WBS 17BP.IO.R.139 = 0.091 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.10.R.139 = 0.023 MILES
TOTAL LENGTH OF PROJECT WBS 17BP.10.R.139 = 0.114 MILES
NCDOT CONTACT: GARLAND HAYWOOD, PE
Division Bridge Manager
END PROJECT WBS 17BP.10.R.139
—L— STA.19 + 00.00
PLANS PREPARED FOR THE NCDOT BY:
S1 V 10� STV Engineers, Inc.
1 900 West Trade St, Suite 715
Et a Charlotte, NC 28202
NC License Number F-0991
2018 STANDARD SPECIFICATIONS
NIKKI T. HONEYCUTT, PE
RIGHT OF WAY DATE:
FEB 28,2020
PROJECT ENGINEER
CLARK E. GROVES
LETTING DATE:
APRIL 21, 2021
PROJECT DESIGNER
ANC 13)----
Permit Drawing
Sheet J of 9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS
ENGINEER
P.E.
SIGNATURE:
ROADWAY
DESIGN
ENGINEER
Uf OURTp
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DETAIL C DETAIL F
DETAIL J
n
STANDARD(ti
RIP RAP AT EMBANKMENT
STREAMBANK STABILIZATION
\
O1eDITCH
Scale)
( Not to Scale)
( Not to Scale)
EXISTING PIERS
Natural Natural
10,min.
TO BE REMOVED
Grauad I7 ,�.� crauad
Pilch
EXISTING EV=523
D
d
2,
Grade
STREAMBANK
CL-II RIPRAP
Min. D=1 Ft.
Max. d=1 FL
Type of Liner= GRASS
FROM STA. 14+50 LT TO STA. 15+86 LT
FROM STA. 15+00 RT TO STA. 15+60 RT
f Rip-RapSTABILIZATION
Type o Liner= 45 TONS, CL-II
FROM STA. 15+76 LT TO STA. 15+95 LT
FROM STA. 15+50 RT TO STA. 15+76 RT
FROM STA. 16+18 LT TO STA. 16+50 LT
EST. =
STREAMBANK T MIN
- �y
NWSEL
J
EXISTING STREAMBED
290 TONS OF CL-II RIPRAP
FROM
FROM
STA. 15+60 TO STA. 15+94 -L-
STA. 16+12 TO STA. 16+33 -L-
N
I
S1 - PERM. STREAMBANK STABILIZATION IMPACTS
IN SURFACE WATER LF /<0.01 AC)
W
I
(123
I
� I Q
RIPRAP AT EMBANKMENT
N 1
V
I
ABUTMENT EXCAVATION (DETAIL F)
CL-II RIPRAP STREAMBANK STABILIZATION
;:
(DETAIL J)
SPECIAL CUT DITCH
STANDARD 'V' DITCH
SPECIAL LATERAL 'V' DITCH
(DETAIL C)
WOODS
EXISTING R/W
-� E-
E-
WOODS
I
- E ..
�
E
EXISTING R/W
_ �229'BST
EXISTING
EXISTING DITCH AND BANKS ARE
STABLE AND WELL VEGETATED.
LEGEND
EM DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
®DENOTES PERMANENT
IMPACTS IN SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY SURFACE
WATER IMPACTS
0.01
1 127
PERMANENT SURFACE
WATER IMPACTS
<0.01
123
SOIL
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—E E— 1
SPECIAL LATERAL BASE DITCH
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SPECIAL LATERAL'V' DITCH FI �� F
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STV 90 Whet, TradeSt., Site 715
202
NC License Number F-0991
PROJECT REFERENCE NO.
SHEET NO.
/78PJ0.RJ39
2
KW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
L
Off,
ti
�P Q
IMPERVIOUS DIKE O
90+
RIPRAP AT EMBANKMENT
(DETAIL F)
STANDARD BASE DITCH
ABUTMENT EXCAVATION
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AT EMBANKMENT (DETAIL
(DETAIL F)
/
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/
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52 - TEMPORARY IMPACTS
V
IN SURFACE WATERR(127 (127 UPLF /0.01 AC)
/
k
km
P
/
Permit Drawing
X
Sheet ? of s
20' 0' 20'
I
I I
X
GRAPHIC SCALE
a
SEE SHEET 7 FOR -L- PROFILE

$TV Ellg1DCCTS, Inc.PROJECT REFERENCE NO. SHEET NO.
STU Chad.ftet, N�°�aza2 Suite 75 /78PJOJ�J39 3
aC NC License Number F-0991 RAW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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WOODS
a DOCUMENT NOT CONSIDERED FINAL
8 UNLESS ALL SIGNATURES COMPLETED
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GRAPHIC SCALE
Permit Drawing
Sheet 3 of 9
SEE SHEET 8 FOR -L- PROFILE

DETAIL C DETAIL F DETAIL J STV Eng1D00TS, Inc. PROJECT REFERENCE NO. SHEET NO.
n RIP RAP AT EMBANKMENT STREAMBANK STABILIZATION --- --
� STANDARD 'V' DITCH � / � � / / I 900 West Trade St, Suite 715
(No„o Smlel (Nadia Scale) ( Not to Scale) j j / / / / ��� Charlotte, NC 28202 �BPJORJ39 4
NC License Number F-0991 RAW SHEET NO.
EXISTING PIERS
Namml Natural 10'min. TO BE REMOVED / / / / I I \ \ ROADWAY ENGINER DESIGN HYDRAULICS
Ground $7 1 Ground Ditch EV=523' / / / \ / /
D 2EXISTING /
d Grade STREAMBANK
Min. D=1 F}.
CL—II RIPRAP
_ \
T f Liner GRASS Max. d=1 Ft.
KEY —IN
Type o � STREAMBANK 2' MIN
Type of Liner= 45 TONS, CL—II Rip —Rap R STABILIZATION
FROM STA. 14+50 LT TO STA. 15+86 LT YP P- °P
FROM STA. 15+00 RT TO STA. 15+60 RT - NWSEL
I
� \ FROM STA. 15+76 LT TO STA. 15+95 LT r
\ FROM STA. 15+RT TO STA. 15+76 RT S J \ \ I I I I I I \
\ � FROM STA. 16+1818 LT TO STA. 16+50 LT EXISTING STREAMBED I \
J\ \O£ EST. = 290 TONS OF CL-II RIPRAP \ \ \ DOCUMENT NOT CONSIDERED FINAL
\ I I FROM STA. 15+60 TO STA. 15+94 -L- `- -\ � \ � \ \ �, / UNLESS ALL SIGNATURES COMPLETED
I
FROM \ .16+1 TO STA. 16+33-L-\\\-�� \\\� `—'\
I
IMPERVIOUS DIKE \
\ \ \ 1 51 - PERM. STREAMBANK STABILIZATION IMPACTS W II I R�PRAP AT EMB�9 I�KMENT
IN SURFACE WATER T23 LF /<0.01 AC) I I I II (gETAIL F) \
STANDARD BASE DITCH
RIPRAP EMBANKMENT
ABUTMENT EXCAVATION
I1 \ I I I I I I \ ABUTMENT \ AVATION (DETAILAT F) l/ II I/ 1 1J1//II \ \
(DETAIL J) STABILIZATION I / / & GEOTEXTILE
''LL CL—II RIPRA I.�
—54� �� \ r SPECJAL CUT ITCH V // V CL—II RIPRAP
\ I STANDARD 'V' DITCH \ I
\ WOOD I I / S CIAL ERAL ' 'DI \ (DETAIL C}— J SPECIAL LATERAL 'V' DITCH
EXISTING l I \
E I \ 1—
.. 540- �� \ \_ %<\ // L /1 WOODS
INP/'R/W i
a \_
F _ F
LEM-
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III / `STREAMBANK
I (DETAIL J)�,
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/(DETAIL F)
12 TPOEWATERII G IMPACTS
N SU RFACE WATER (127 LF /0.0 CI .
w
w
a
i
ti
o=
LEGEND
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
®DENOTES PERMANENT
IMPACTS IN SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY SURFACE
WATER IMPACTS
0.01
127
PERMANENT SURFACE
WATER IMPACTS
<0.01
123
Pit/ I / I I J/ XI I
/u Ill l�
EXISTING R/W
TOE PROTECTION
�x
\_—
\ WOODS
X -
X X�
IU
Q
/ Permit Drawing
u Sheet 4 of s
20' 0' 20'
GRAPHIC SCALE
SEE SHEET 7 FOR -L- PROFILE

PROJECT REFERENCE NO. SHEET NO.$TV Engineers, Inc.
h�lteNd2Suite 715 178PJO.RJ39 5STU �Ot,eCu28
NC LcnsNmber F-0991 RAW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
/ r
lb
°DS
1 \ \ \ \ \ \ \ \ \ 1 1 \ \ \ DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
\ I ) I I 1 \ \ \ \ EXISTIN� ITCFY \ \ � pppppp AN BANKS AR
I I I I I 1 \ 1 \ \STAB4 Al, WE�-437AT�. T\
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SPECIAL LATERAL 'V' DITCH
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� EXISNG R/W � � � / /'� �-- ��� V � \
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A So 525- TOE PROTECTION
20
' 0' 20' GRAPHIC SCALE
\ ) I I III 1 1 1
Permit Drawing
Sheet s of s
SEE SHEET 8 FOR -L- PROFILE

DETAIL C
STANDARD 'V' DITCH
(Not to Scale) S1 — PERM. STREAMBANK STABILIZATION IMPACTS
Natural Natural IN SURFACE WATER (123 LF /<0.01 AC)
Ground ?.% �.;� Ground
D
d
Sta. = 15 + 86
Min. D = 1 Ft. Q= 2.46 CFS
Type of Liner= GRASS Max. d = 1 Ft. V= 3.02 FPS RIPRAP AT EMBANKMENT
d= 0.64 FT (DETAIL F)
FROM STA. 14 + 50 LT TO STA. 15 + 86 LT S = 0.0349
FROM STA. 15 + 00 RT TO STA. 15 + 60 RT n = 0.04
Liner= GRASS
Permit Drawing STREAMBANK STABILIZATION
Sheet 6 of 9 (DETAIL J)
10. G- 1G1 ABUTMENT EXCAVATION R
GRAPHIC SCALE CL—II RIPRAP
STANDARD (DETAIL C) V' DITCH
WOODS
RCP /V .
I
I
I
qrE '°O
/ STANDARD 'V' DITCH —
/ PDE (DETAIL C)
/ R
W
WOODS
LEGEND
DENOTES TEMPORARY
ITS IMPACTS IN SURFACE WATER
DENOTES PERMANENT
IMPACTS IN SURFACE WATER
STREAM PERMIT IMPACT
AREA (AC)
LENGTH (FT)
TEMPORARY SURFACE
WATER IMPACTS
0.01
127
PERMANENT SURFACE
WATER IMPACTS
<0.01
123
RIPRAP AT EMBANKMENT /
(DETAIL F)
W
S2 — TEMPORARY DEWATERING IMPACTS
IN SURFACE WATER (127 LF /0.01 AC)
_ STV En�inee7S, Inc. PROJECT REFERENCE NO. SHEET NO.
D� Q STV 1�090o west C 2 8202
ISc• S�jte 715 17BPJORJ39 6
e10 Charlotte• C
O NC License Number F-0991 RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
F—
W
IMPERVIOUS DIKE
DOCUMENT NOT CONSIDERED FINAL
RIPRAP AT EMBANKM NT UNLESS ALL SIGNATURES COMPLETED
Im (DETAIL F) STANDARD BASE DITCH
�P ti
ABUTMENT EXCAVATION
CL—B RIPRAP
& GEOTEXTILE
p CL—II RIPRAP
R SPECIAL LATERAL 'V' DITCH
W
E E
-----
0° STREAMBANK STABILI7D ION
(DETAIL J)
DETAIL F
RIP RAP AT EMBANKMENT
-i
( Not to Scale)
W
R
10'min.
Ditch
2
0
Grade
Type of Liner=
45 TONS, CL—II Rip —Rap
V
FROM
STA. 15 + 76 LT TO STA. 15 + 95 LT
FROM
STA. 15 + 50 RT TO STA. 15 + 76 RT
r ^
1
h
FROM
STA. 16 + 18 LT TO STA. 16 + 50 LT
TB 2G1
5��EXISTING R/
TOE PROTECTION
�X
DETAIL J
STREAMBANK STABILIZATION
( Not to Scale)
r/ EXISTING PIERtK
TO BE REMO
= 523'
EXISTING
STREAMBA
CL—II
� KEY—INMIN
I STREAMBANK
STABILIZATION
- NWSEL\
EXISTING STREAMBED
EST. = 290 TONS OF CL—II RIPRAP
FROM STA. 15 + 60 TO STA. 15 + 94 —L—
FROM STA. 16 + 12 TO STA. 16 + 33 —L—

Chad tte, NC 28202
NC License Number F-0991
oil
....................................... �.

Chad tte, NC 28202
NC License Number F-0991
oil
....................................... �.

Site Station
No. I (From/To)
1 1 15+40.81 / 16+62.19
1 1 15+40.81 / 16+62.19
Structure
Size / Type
1 @ 70' (24" CORED SLAB), 1 @ 50' (21 " CORED
SLAB), OAL=1201, PERMANENT STREAMBANK
STABILIZATION IMPACTS (S1)
1 @ 70' (24" CORED SLAB), 1 @ 50' (21 "CORED
SLAB), OAL=120', TEMPORARY DEWATERING
IMPACTS (S2 )
Permanent
Fill In
Wetlands
(ac)
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS
Hand
Temp. Excavation I Mechanized I Clearing
Fill In in Clearing in
Wetlands Wetlands in Wetlands Wetlands
(ac) (ac) (ac) (ac)
SURFACE WATER IMPACTS
Existing
Existing
I
Permanent
Temp.
Channel
Channel
Natural
SW
SW
Impacts
Impacts
Stream
impacts
impacts
Permanent
Temp.
Design
(ac)
(ac)
(ft)
(ft)
(ft)
<0.01 1 1 123
0.01 I 1 127
(TOTALS: <0.01 1 0.01 1 123 1 127 1
ATN Revised 3/31/05