20201815_17BP9R57_Hyd_DRN_PERMIT (06-24-2021)_20210625

1 ligilw ajill North Carolina Department of Transportation
Sion Highway Stormwater Program
.i. ':-T47-°.
STORMWATER MANAGEMENT PLAN "''
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: SF-280063 TIP No.: 17.BP.9.R.57 County(ies): Davidson Page 1 of 1
General Project Information
WBS Element: SF-280063 TIP Number: 17.BP.9.R.57 MrProject Type: Bridge Replacement Date: 2/26/2021
NCDOT Contact: Daniel Dagenhart Contractor/Designer: Wood Environment&Infrastructure
Address: NCDOT Highway Division 9 Address:2801 Yorkmont Road
375 Silas Creek Parkway Suite 100
Winston-Salem,NC 27127 Charlotte,NC 28208
Phone: [phone] Phone: [phone]
Email:[e-mail] Email: [e-mail]
City/Town: Lexin, ton County(ies): Davidson
River Basin(s): Yadkin Peedee I� CAMA County? No
Wetlands within Project Limits?
Project Description
Project Length(lin.miles or feet): 350 ft. I Surrounding Land Use: Forest&rural farmland
j 1.1. Proposed Project MI Existing Site
Project Built-Upon Area(ac.) 0.2 ac. ac.
Typical Cross Section Description: (Approach)2-11'lanes with 6'shoulders (Approach)18'paved width(2-9'lanes)with 6'unpaved sloped shoulders
(Bridge)2-12'lanes with 7'11"shoulders (Bridge)2-11'lanes(27.833 Ft curb-to-curb)with 2.9 ft shoulders
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 7480 Year:2041 Existing: 3080 Year: 2021
General Project Narrative: The existing single-span 40'7"bridge is being replaced with a proposed 55'single-span(21"cored-slab)structure. The bridge will be normal crown with 2%cross slopes,with
(Description of Minimization of Water 11'travel lanes and 2'11"shoulders,27'10"clear width and 30'OTO width. Existing drainage patterns are being maintained. Runoff is being discharged as far from the stream
Quality Impacts) as practicable. No deck drains are used and,since the roadway has a vertical curve that peaks in the middle of the bridge,a bridge approach drop inlet is provided at each
corner of the proposed bridge. The two inlets on the west end of the bridge discharge to the north into a proposed v-ditch. The two inlets on the east end of the bridge
discharge onto a riprap pad on the overbank and then into an existing stream. Bank protection is also provided along both sides of the stream.
Waterbody Information
Surface Water Body(1): Reedy Creek NCDWR Stream Index No.: 11-32-4
NCDWR Surface Water Classification for Water Body Primary Classification: Class C None
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No 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
(If yes,provide justification in the General Project Narrative) General Project Narrative)

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See Sheet A.A For Index of Sheets F (OF
STATE STATE PROJECT REFERENCE NO. NO. SHEETS
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PLANS PREPARED BY: PLANS PREPARED FOR: HYDRAULICS ENGINEER
c.,) GRAPHIC SCALES DESIGN DATA PROJECT LENGTH DIVISION OF HIGHWAYS
WOOv. DIVISION 9
ADT 2021 = 3,080 4021 STIRRUP CREEK DRIVE
50 25 0 50 100 - DURHAM, NC 27703 375 SILAS CREEK PARKWAY NO(n3?%
ADT 2041 = 7,480 LENGTH ROADWAY PROJECT 17BP . 9 . R . 57 = 0 . 055 mi NC ENG F-1253 WINSTON SALEM, NC 27127 �� C�
itilliplib\- 1111 _ ' ° 2018 STANDARD SPECIFICATIONS �Q� ��°
PLANS K o° LENGTH STRUCTURE PROJECT 17BP . 9 . R . 57 = 0 . 011 mi P.E. % Q�
} Eitel D = �0 SIGNATURE:
50 25 0 50 100 = * ;
� {�} T % TOTAL LENGTH OF PROJECT 17BP . 9 . R . 57 = 0 . 066 mi RIGHT OF WAY DATE: CHRISTOPHER H. LEE, PE �A
PROJECT ENGINEER ROADWAY DESIGN
V -- 50 MPH NOVEMBER 26, 2019 ENGINEER ..e. • ' ''' ''©
iiQ PROFILE (HORIZONTAL) o0
z * TTST = DUAL �� o p��Q
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5 2.5 0 5 10 FUNC CLASS = LETTING DATE: DANIEL R. DAGENHART
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LOCAL APRIL 20, 2021 DIV 9 BRIDGEOPROGRAMTMANAGER
PROFILE (VERTICAL) SUB-REGIONAL TIER
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0- PROJECT REFERENCE NO. SHEET NO.
0-
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RAW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
WETLAND AND SURFACE WATER PERMIT IMPACTS
F F PER W L IN
TLANDS
* * MECHANIZED CLEARING
\N * * * *
* * * * IN WETLANDS
// PERMANENT
DOCUMENT NOT CONSIDERED FINAL
IMPACTSEAM UNLESS ALL SIGNATURES COMPLETED
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04- 4021 STIRRUP CREEK DRIVE
2 DURHAM, NC 27703
NC ENG F-1253
DETAIL 1 DETAIL 2
SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL BASE DITCH o DETAIL 3 DETAIL 4
(Not to Scale) (Not to Scale)
o o o / TOE PROTECTION
toScale BANK STABILIZATION
(Inn. i'' e
in ''Front oo
(Not ) (Not to Scale) Natural Bed
*`A o< Ditch N MARLIN & M W < Elevation
Natural 3'1 g< Natural o< Fill LARRY & KATHLEEN MICHAEL ale Natural Natural
Ground ?•/ D F\a'� Slope Ground •./ D F\a'e< Slope wv� C JUDY PARKER DB 2065 PG 1812 N 0, ove Ground Ground
946 PG 606 Natural
,-� s�
p Min. D= 1 Ft. ti�
Min. D= 1 Ft. Geotextile 6= 2 Ft. I
` b 'i d 2' Flatter
or
Flatter(TYP)
'� d= 1 Ft. Geotextile
b= 3.5 Ft. Geotextile Channel Bed
-L- STA. 12+90 LT TO STA. 13+00 LT Length= 30 Ft.
-L- STA. 11+25 LT TO STA. 12+40.52 LT (variable)
CL I RIP RAP = 8 TONS / Type of Liner= Class "I" Rip-Rap Type of Liner= CL"II" Rip Rap - Keyed-In
*-DRl_A- STA. 10+35 LT TO STA. 11+87.00 RT GEO = 15 SY (4)11
SITE 2 SPECIAL LATERIAL V DITCH-L- STA. 13+73 LT TO STA. 14+25 LT 2' LAT. BASE-DITCH / SEE DETAIL 1 / FROM STA. 11+25 RtTO STA. 11+45 Rt STA. 12+44 TO 12+55, STA. 12+84 TO 12+99
CL I RIP RAP = 42 TONS CL I RIP RAP = 13 TONS CL II RIP RAP = 26 TONS
GEO = 80 SY (SEE DETAIL 2) GEO = 26 SY GEO = 54 SY
I 8 TN CL "I" RR
8 SY GEOel") SITE
SITE 4
"'(0 PIPE OUTLET DITCH
0o DISTURB TREES ONLY AS NEEDEDJAMES E CRAVER JR. STABILIZATION (DETAIL 5) \,RENAL & ARRY " N DB 2250 PG 2418 6 TN CL "I" RR f)ii,:a
OUTSIDE OF SLOPE STAKES DANIEL G & JULIA R SWAIN LARRY MICHAEL FAMILY TRUST
//V DITCH 1' MINIMUM 6 SY GEO o DB 1004 PG 593/ F A E if / / o .
p `' ' / DB 2065 PG 1807
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e/ /.: '/v . BK WI L r _ / \ WOO S ,bL •
/ / NMARK CRAVER / / �^ L� / i I bLEDB 1020 PG 172i /' - - ,_,- `1 / /I—�' ^ (0` i i' _ 0 ' AS NEEDEC SbL- HN BOND
�°' CLASS "II" RIPRAP AND 1OUTSIDE OF SLOPE STAKES DB 2052 PG 1127
GEOTEXTILE FABRIC ���o. �/1, FILL IN EXISTING
0) ti( STEVEN HUNT i�;,k OUTLET DITCH /
orv�P M DB 1167 PG 130 Rit 6 TN CLASS "I" RR
SITE 3 6 SY GEO
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/ JAMES E CRAVER JR. SL--OULDER BERM STA 12+2 01 TO
STA 12+32.01 LT & RT
DB 2256 PG 1426 / ww" -L- STA 13+11.01 TO -L- STA 13+16.01 LT & RT
);'
BANK STABILIZATIONDETAIL 5 DETAIL 6 (DETAIL 4)
PIPE OUTLET DITCH STABILIZATION RIP RAP AT EMBANKMENT(Not to Scale) (Not to Scale)Natural Bed Elevation 10'min.-> \ -DR/_Aatural Natural aHGround Ground Ditch ��l.o'min 2' N 792506M E 1621031 THOMAS & AUDRA SOUTHER P/ Sto /0+47.49
Grade BL STA 10+73 58RT1' . ELEV.=730.06' DB 1736 PG 396 = 43` 3/� 14.3" (LT)
RR SPIKE IN 24" MAPLE 1 D = /68` 3/' 0/.2"
Geotextile GEOTEXTILEdio 0 L = 25.83/
Channel Bed
(Variable) =
Length= 2 Ft. a M co T /3.57'
Type of Liner= 380 TONS,CL II Rip-Rap v J
Type of Liner= CL I Rip-Rap - Keyed-In Geotextile= 284 sy M co M co
STA. 12+29 CL I RIP RAP = 2 TONS STA. 12+44 TO 12+55, STA. 12+84 TO 12+99 z ° ^n R = 34.00
GEO = 3 SY
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0- PROJECT REFERENCE NO. SHEET NO.
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ROW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
WETLAND AND SURFACE WATER PERMIT IMPACTS
/y// PERit)I ANDS L IN
\li'\ r . . .
MECHANIZED CLEARING
IN WETLANDS
DOCUMENT NOT CONSIDERED FINAL
WU PERMANENT STR
IMPACTSEAM UNLESS ALL SIGNATURES COMPLETED
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0is 4021 STIRRUP CREEK DRIVE
1- DURHAM, NC 27703
NC ENG F-1253
DETAIL 1 DETAIL 2
SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL BASE DITCHo /
o DETAIL 3 DETAIL 4
(Not to Scale) (Not to Scale)
o o TOE PROTECTION BANK STABILIZATION
V) N. N Not to Scale)( (Not to Scale) Natural Bed
Front*`.1 of Ditch N MARLIN & M W t Elevation
Natural 3'1 e< Natural of Fill LARRY & KATHLEEN MICHAEL ode Natural Natural
Ground '''../ � Slope Ground ?•� D �` ,�e< Slope z JUDY PARKER DB 2065 PG 1$12 N N t�\ a iitIil
k Natural o �oQN Ground �.. F`�\SmD= 1Ft. Geotextile B= 2 Ft• M ` 'i d Ln
d= 1 Ft. e
�- b= 3.5 Ft. Geotextile Channel Bed
-L- STA. 12+90 LT TO STA. 13+00 LT Length= 30 Ft.
-L- STA. 11+25 LT TO STA. 12+40.52 LT CL I RIP RAP = 8 TONS N Type of Liner= Class "I" Rip-Rap Type of Liner= CL"II" Rip-Rap�aKeyed-In
*-DR1_A- STA. 10+35 LT TO STA. 11+87.00 RT GEO = 15 SY SITE 2 SPECIAL LATERIAL V DITCH
-L- STA. 13+73 LT TO STA. 14+25 LT 2' LAT. BASE-DITCH SEE DETAIL 1 FROM STA. 11+25 Rt TO STA. 11+45 Rt STA. 12+44 TO 12+55, STA. 12+84 TO 12+99
/
CL I RIP RAP = 42 TONS CL I RIP RAP = 13 TONS CL II RIP RAP = 26 TONS
GEO = 80 SY (SEE DETAIL 2) GEO = 26 SY GEO = 54 SY
8 TN CL "I" RR
8 SY GEO
/
el") SITE 4 �s SITE 1
"' PIPE OUTLET DITCH ` ) 1'
00DISTURB TREES ONLY AS NEEDED
JAMES E CRAVER JR. STABILIZATION (DETAIL 5) .
RENAE C & LARRY N DB 2250 PG 2418 6 TN CL "I" RR OUTSIDE OF SLOPE STAKES DANIEL G & JULIA R SWAIN LARRY MICHAEL FAMILY TRUST
F BAILEY 6 SY GEO •, f /.- / DB 1004 PG 593 0 DB 2065 PG 1807
V-DITCH 1' MINIMUM `X ,�� , j— — o
DB 2250 PG 2415 N
DEPTH (SEE DETAIL 1) t / ; o
RIPRAP Iiik
`
I I r
\ o (SEE DETAIL 6) ABr:V 'OU D DI . '� F\� ��� \g2�'� �1 WOODS
N E AS T T ' \ C4 1� " / I I I I
Nc 8\ EIR _ ' �R�CM P �r 040► 0
I • I
_w EXISTING R/W -• .N A
�,- _ _ —�� 2' BASE DITCH (SEE DETAIL 2) 16,1
� ..�� C GRE . �o�a��f r.,F %''-� '� �_ .�� vw�rt W 1 y 15" RCf�
— w— w - 0' � ,� — — — 1 8"PVC _I 12"1RCP —
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'� 2" RCP A__ 0 2B 2GI<040'' lilt 'rAfia— r'�� ; 2: iy
i _ RIPRAP . — 81 _� �Si?x t � �f1 S 4 i � ' 1 _ — _ / _ — —c- - - - — — — —
j��- _ 4 PL GREU TL-3 1�,i As�./ tar • 8 — —c / I —
G may a�.. t r it L� :_ \ 24" CM
WOODS ./ i LLgkst _ G �!,!r - — —
urr
8" BK WALL / ��// � W EXISTING R/W y���' iiU���/in i '44♦�0 �� •.- ��� 1 I (=Pr
/ "� //j UY N �S°I5'22' TOE PROTECTION ��� 4 4
(SEE DETAIL 3) R PAW ,�Q40� 1 1 /
w �`�., 111,29,
/� Am MIT
e� ,+ 8" BK WALL ��j ---- WOODS I f i /
/ / \./ ai / `\ WOODS / I
MARK GRAVER Q/PP / o
DB 1020 PG 1721 / 6)' �� _, i JOHN BOND
°• /\ �� CLASS "II" RIPRAP AND 7 �" DIST i' : TREES ONLY AS NEEDEC '.�` DB 2052 PG 1127
OUTSI D E OF SLOPE STAKES
1
GEOTEXTILE FABRIC +
�°� �°j STEVEN HUNT �' FILL IN EXISTING
OUTLET DITCH
P^-) DB 1167 PG 130 2 b TN CLASS I RR
SITE 3 /// / 6 SY GEO
JAMES E CRAVER JR. Wl \ SHOULDER
E2 B2 Ol TOERM
STA 12+32.01 LT & RT
/ DB 2256 PG 1426 ti -L- STA 13+11.01 TO -L- STA 13+16.01 LT & RT
BANK STABILIZATION
DETAIL 5 DETAIL 6 (DETAIL 4)
PIPE OUTLET DITCH STABILIZATION RIP RAP AT EMBANKMENT
(Not to Scale) (Not to Scale)
Natural Bed
Elevation 10'min.-i-
-DR/-A
atural Natural B M
Ground Ground Ditch ��l.o'min. 2' N 792506 E 1621031 THOMAS & AUDRA SOUTHER P/ Sto 10+47.49
Grade BL STA 10+73 58RT p6 1736 PG 396 A = 43` 3/' 14.3" (LT)
1, GI ELEV.=736e06'
�, RR SPIKE IN 24" MAPLE D = 168` 3/' 0/.2"
Geotextile < GEOTEXTILE 0 L = 25.83'
Channel Bed
(Variable) CD =
Length= 2 Ft. p M co T /7.57
Type of Liner= 380 TONS,CL II Rip-Rap v J
Type of Liner= CL I Rip-Rap - Keyed-In Geotextile= 284 sy M co M co
STA. 12+29 CL I RIP RAP = 2 TONS STA. 12+44 TO 12+55, STA. 12+84 TO 12+99 z ° ^n R = 34.00
GEO = 3 SY
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o- PROJECT REFERENCE NO. SHEET NO.
L j R'W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
WETLAND AD SURFA RFAZ WAT ' ERMIT IMPACTS
i \ / / •
, .
/F PER WETLANDS L IN
I , / r33
• : :. * MECHANIZEDDLANDSRING
\\?, ,
PERMANENT STREAM DOCUMENT NOT CONSIDERED FINAL
SI T E 2 \\\� IMPACTS UNLESS ALL SIGNATURES COMPLETED
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\, 4021 STIRRUP CREEK DRIVE
D URHAM, NC 27703
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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 Stream
No. (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 LT. 13+47-14+06 Driveway,30"Pipe,&Waterline <0.01 <0.01
2 LT. 13+20-13+40 Driveway,30"Pipe,&Waterline <0.01 <0.01
3 12+56-12+83 Bridge/Bank Stabilization <0.02 _ 89.00
4 12+54-12+89 Waterline Installation <0.01 3.00
(Temporary Impacts associated with Site 4 fall entirely within the footprint of Site 3)
TOTALS*: <0.01 0.00 0.00 <0.01 0.00 1 <0.02 <0.01 89 3.00 0.00
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
02/26/2021
DAVIDSON
17BP.9.R.57
Revised 2018 Feb SHEET 1 OF 1