20191668 Ver 1_17BP10R108_Permit Package Wetland_20190611_20191209

hlighway North Carolina Department of Transportation
StormwIter
�I.,I Highway Stormwater Program STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
�F.
IL
WBS Element: TIP No.: 17BP.10.R.108 (SF-120292) County(ies): Cabarrus Page 1 of 1
General Project Information
WBS Element:
TIP Number: 176P.10.R.108 SF-120292 Project Type: Bridge Replacement Date: 6/4/2019
NCDOT Contact:
Garland Haywood, PE
Contractor / Desi ner:
IJoshua Dalton, PE
Address:
NCDOT Highway Division 10
716 W. Main St.
Albermarle, NC 28001
Address:
Sungate Design Group, PA
905 Jones Franklin Road
Raleigh, NC 27606
Phone:
704-983-4400
Phone:
919-859-2243
Email:
ha ood ncdot. ov
Email:
'dalton sun
atedesi n.com
City/Town:
Locust
Count ies :
Cabarrus
River Basin(s):
Yadkin -Pee Dee T
ICAMA County?
No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
0.063 miles Surrounding Land Use: JRural, Residential, Agricultural
.111116 Proposed Project
Existing Site
Project Built -Upon Area ac.
0.2 ac.
0.2 ac.
Typical Cross Section Description:
Two 10' wide paved travel lanes, 3' grass shoulders and variable side slopes.
Two 8' wide travel lanes with variable width grass shoulders and variable side slopes.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: N/A Year: N/A
Existing: 160 Year: 2017
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
NCDOT Highway Division 10 proposes to replace Bridge # 120292 on SR 2625 (Mauney Rd) over Little Meadow Creek. The existing structure is a single 24' span, steel I-beam
bridge, with vertical timber abutments. The proposed structure is a single 55' span, 21" concrete cored slab, with 2'-6"' tall end -bent caps, and riprapped sloping abutments. The
current bridge does not have gutter at the railing and discharges deck/roadway runoff directly to the stream. The proposed bridge will collect deck/roadway runoff and discharge
to proposed v-ditches, at the northwest and southwest quadrants. Class II riprap will be utilized along the eastern and western streambank to provide stabilization once the
existing vertical timber abutment is removed.
Waterbody Information
Surface Water Body (1): Smiths Lake
NCDWR Stream Index No.:
13-17-14-1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Other Stream Classification:
Impairments:
Fish Community Nar, AL, FW
Aquatic T&E Species?
Yes Comments: Unresolved per NRTR dated September 2018
NRTR Stream ID:
ISmiths Lake
Buffer Rules in Effect: I N/A
Project Includes Bridge Spanning Water Body?
IYes
Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
INo
(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)

•
V
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O
See Sheet 9-A For Index of Sheets
See Sheet 1-B For ConventlonGl Symbols
2623
2624
1 3
2(
336
1100
Barrier - Georgeville Rd.
PR
sl
2625
�aol.v;u
Ouney Rd. G
uu/
262 2
37 350
2 �0''°
23
ty Line Rd.
1206
fission Church Rd.
r �
IerRa�
p Pop. 157
/ O
i
VICINITY MAP
0---* --- * DETOUR ROUTE
STATIC OF NORTH CAROL INA
DIVISION OF HIGHWAYS
CABARRUS COUNTY
LOCATION. REPLACE BRIDGE NO.120292 OVER LITTLE
MEADOW CREEK ON SR 2625 (MA UNEY RD. )
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE
BEGIN STATE PROJECT 17BP.I0.RJ08
L STA.124-80.00
TO NC 200
--------- ---
SR 2625 (MAUNEY RD.)
WETLAND AND SURFACE WATER IMPACTS PERMIT
0
z
Te
6TATE PROlBCr Riii�BPP.R8NC6 NQ
6I188T
NO.
TOTAL
SR88M
�
17BP.10.R.108
9TAT8 PROl.N0.
P.APROl. NO.
OP�9CRIPT[ON
17BP.10.R.108
PE RW UTIL CON
RIGHT OF WAY
N
Q PERMIT DRAWING
2 SHEET 1 OF 5
/ END BRIDGE
—L— STA,15f38,80
TO COUNTY LINE RDA
/ (SR 2623)
-L -
-------------------
y
END STATE PROJECT 17BF.10aR.108
GIN BRIDGE �—L— STA.16+85.00
— STAo 14+81.20
THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED J
Pi e7ored in the Office of: Plans Prepared For. HYDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH g505 Falls of".. Road, State 400 NCDOT DIVISION 10
Raleigh, NC 27509
ADT 2017 = 160 Ph— [phone] 716 w. Main St.
50 25 0 50 100 KCI Fax [phone] Albemarle, NC 28001 ®� B9®8p41
PLANS V = 55 MPH 2018 STANDARD SPECIFICATIONS LENGTH OF ROADWAY STATE PROJECT 17BP.10.R.108 — .053 MILES � o
DEWAYNE L. SYKES, P.E.
RIGHT OF WAY DATE:
KCI ROADWAY PRACTICE LEAD SIGNATURE: PXm s>a
50 25 0 50 100 FUNC CLASS = LOCAL LENGTH OF STRUCTURE STATE PROJECT 17BP.10.R.108 = .010 MILES MAY 15, 2019
ROADWAY DESIGN
PROFILE (HORIZONTAL) LETTING DATE: RONALD D. ALLEN, P.E. ENGINEER #
SUB — REGIONAL TIER DECEMBER 4, 2019 KCIROADWAY PROJECT MANAGER p ®
� 8wR�
10 5 0 10 20 TOTAL LENGTH OF STATE PROJECT 17BP.10.R.108 = .063 MILES
NCDOT CONTACT. GARLAND HAYWOOD, PE
PROFILE (VERTICAL) DIVISION 10 BRIDGE PROGRAM 1 1 ',!, 11313Rk
SIGNATURE. P.E.

END STATE PROJECT 17BP.10.R.108
-L- POT STA 12 + 80.00
RIP RAP AT
EMBANKMENT
SEE DETAIL 3
BANK STABILIZATION
CL II RIP RAP -
SEE DETAIL 4
THOMAS PORTER
WOODS
SPECIAL LAT V DITCH
W/CL B RIP RAP SS
SEE DETAIL 2 PDC
N 76e 12' 23.7° E I2 RcP
TB2GI
TB2GI
WOODS
LT TDE
i
2 SPECIAL IT 10i
DETAIL 1
/
DENOTES IMPACTS IN /
SURFACE WATER VATSTRAP I.LLc
-DE
DETAIL 3� /
CL B RIPRAP /
—EST 1 TON /
EST 5 SY GFD
/ / L RIP RAP AT
EMBANKMENT
DENOTES TEMPORARY / SEE DETAIL
IMPACTS IN SURFACE WATER
/
/
/
— — — — — — — 7 r — — /
�PDE DE /
PROJECT REFERENCE NO. SHEET NO.
I7BP.IO.R.108 1 4
W SHEET NO.
50' 25' 0 50' 100'
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
SCALE: 1"=100'
r`
N
4
Q
00
Q
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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0505 Fells Rued, Suite JOg
vtNeuse
KC I Releigh,NC"2_79
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PERMIT DRAWING
SHEET 2 OF 5
END STATE PROJECT 17BP.10.R.108
RIP RAP AT
EMBANKMENT
-L- POT STA 16 + 85.00
SEE DETAIL 3
JK STABILIZATION
I RIPRAP
DETAIL 4
THOMAS PORTER
N
SPECIAL LAT V DITCH WOODS
W/CL B RIP RAP
C
SEE DETAIL 2 EXISTING R/W
F
IS" RCP
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SPECIAL LAT V DITCH
SEE DETAIL
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BOOTSTRAP I.LLC
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SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH RIP RAP AT EMBANKMENT
INoat col
to Se) (Not tv BcPle1 INvt tv 3calel
0 / �„ c \ °c Slope Dihh 1.0'min. 1.5
NoNml 1 ° Fill Nalprvl 3'
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E.T-ILE
Georenile
Min. D= 1.5 E-f.
pg o O p / T f Liner= CL B Ri Ra of Liner- ] TONS,CL I Rip-R°p
p Op / YPB ° P- P Geotextile= 10'
FROM STA. 12+03 TO STA. 14+90 A_ RT FROM STA. 14+80 TO STA. 14+90 -L- RT
FROM STA. 15+03 TO STA. 16+75 -L- RT FROM STA. 13+31 TO STA. 15+ 5 -L- LT FROM STA. 15+03 TO STA. 15+13 -L- RT
FROM STA. 15+31 TO STA. 16+75 -L- LT
FROM STA. 15+ 07TO STA. 15+LT
FROM STA. 15+31 31 TO STA. 1 5 + 41 41 -L-L- LT
DETAIL 4
BANK STABILIZATION
(Not to S.I.)
2:1 or
FlaXar
NVNm5'min. Naturvl
GroundI ----paYPI Ground
1.0'min. I 2.0�
Groroxtile Ch— Bed
Length = 60 & 56 ft. (YPriabkl
Type of Liner -Class II Ripmp, ES1121 & 113 Tons
G.—Ail—E-58 & 148 SY
:ROM STA. -L- 14+82 RT TO 15+18 Ll
'ROM STA. -L- 15+05 RT TO 15+39 Ll
m
FOR —L— PROFILE SEE SHEET 5

i
I
PROJECT REFERENCE NO. SHEET NO.
1701.10.R.108 1 4
RMI SHEET NO.
50' 25' 0 50' 100'
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
r`
SCALE: 1"=100' N
Q
Q
co
Q DOCUMENT NOT CONSIDERED FINAL
ZUNLESS ALL SIGNATURES COMPLETED
KCI 2RN'h'. —791"5ei otism. a�mAaa
0505 Fells otNeuse Rued, S1ite J00
Releigh,NC 2605
O°Phvue(919)]83-9214• Fac (919)]839266
RIP RAP AT EMBANKMENT PERMIT D RAW I N G
SEE DETAIL 3
SHEET 3 OF 5
END STATE PROJECT 17BP.10.R.108 BANK STABILIZATION END STATE PROJECT 17BP.10.R.108
—L— POT STA 12 + 80.00 SEE 11 EE IIRETAIRIPL P 4 RIP RAP AT EMBANKMENT —L— POT STA 16 + 85.00
SEE DETAIL 3
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SPECIAC LAT WDIT�LH
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DENOTES IMPACTS IN / EST5 SY GFD
SURFACE WATER � RIP RAP AT
TSTRAP I, LLC BOOTSTRAP I, LLC
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EMBANKMENT
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DENOTES TEMPORARY / SEE DETAIL3
IMPACTS IN SURFACE WATER
r-
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PDE
777/7707p` — —9 /
ao 00 / DETAIL 1 DETAIL 2 DETAIL 3
c
SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH RIP RAP AT EMBANKMENT
110 / INo 1. Smle) (Not to Scole) INo to S<alel
ri
/ �„ t \ °S Slope 1.0'min. 1.5
NoNml 1 ° Fill Naloral 3' Dihh
/ Groand 7.7 D F\0�°t Blopv GroundF\o os Grade
d
GEOTE ILE
Min. D= 1 RGeo oh. Min. D= 1.5 Ff.
T f Liner= CL B Ri R M°'. d= 1 Ft. Type of Liner- 7 TONS,CL , i,Rap
00 / YPB ° P- °P GeoteAil<= l0s
FROM STA. 12+03 TO STA. 14+75 -L- RT FROM STA. 14+80 TO STA. 14+90 -L- RT
FROM STA. 15+03 TO STA. 16+75 -L- RT FROM STA. 13+31 TO STA. 15+17 A- LT FROM STA. 15+03 TO STA. 15+13 -L- RT
/ FROM STA. 15+31 TO STA. 16+75 -L- LT FROM STA. 15+07 TO STA. 15+17 -L- LT
FROM STA. 15+31 TO STA. 15+41 -L- LT
PDE /
DETAIL 4
BANK STABILIZATION
(Not to Soale)
2:1 yr
NVNmI 5'min. Flaner NaNrvl
GroundYPI Ground
1.0'min. I a 2.0�
G—Aile CM1 dBed
length = 60 & 56 ft. (YPriabkl
Type of Liner -Class II Ripmp, Est 121 & 113 Tons
G.—Ail—E-58 & 148 SY
FROM STA. -L- 14+82 RT TO 15+18 LT
FROM STA. -L- 15+05 RT TO 15+39 LT
m
FOR -L- PROFILE SEE SHEET 5

BM #1 - YELLOW BENCHTIE IN 10" MAPLE
L- STA. 15+35.07, 20.65' RT
EL = 583.98'
I
PROJECT REFERENCE NO. SHEET NO.
17BP.10.R.108 1 5
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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590
K=52
DS
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F BERM
ORMAL
427`
TA.
+75 -L-
25
RT
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EL=58/.20
560
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L II RI
RAP
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 630 CFS
DESIGN FREQUENCY = l0 YRS
DESIGN HW ELEVATION = 584J FT
BASE DISCHARGE _ 1100 CFS
BASE FREQUENCY = /00 YRS
BASE HW ELEVATION = 5849 FT
OVERTOPPING DISCHARGE = 800 CFS
OVERTOPPING FREQUENCY= <25 YRS
OVERTOPPING ELEVATION = 584.1 FT
DATE OF SURVEY = 21512019
W.S. ELEVATION
AT DATE OF SURVEY = 578J FT
+00 -L-
SPE
LAT V
ITCH
0.43
OBS.0
WSE=S
_
2-5
8.1
E
S
9 E
D SPEC
AT
DITCH
A./5
=57
/7 -
08
- L
550
_
L=5
END SPEC
LAT
V
DITCjLl
- RT
ST
A./4+9 -
EL=
79.5
E
ID SPEC
LAT V D1T
H
STA./5
03 -L-
RT
EL-57
BANK STABII
JS
ZATION
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4
10 11 12 13 14 15 16 17 18 19 20

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
14+84 to 15+46-L-
BANK STABILIZATION
74
0.01
30
TOTALS*:
0.01
74
30
0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb