20201820 Ver 1_U-5738_PermitPlans_20210920

North Carolina Department of Transportation
11i 4i1way
Storxrtwat— Highway Stormwater Program
STORM WATER MANAGEMENT PLAN
(Version 2.07;Released October 2016) FOR NCDOT PROJECTS
WBS Element: 50163.1.1 TIP No.: U-5738 County(ies): Rowan Page 1 of 2
General Project Information ,
WBS Element: 50163.1.1 TIP Number: U-5738 Project Type: Roadway Widening Date: Sept 2021
NCDOT Contact: Matt W Jones,PE Contractor/Designer: Greg Brickham,PE
Address: Highway Division 9 Address: KCI Associates of NC
375 Silas Creek Parkway 4505 Falls of Neuse Rd,Suite 400
Winston Salem,NC 27127 Raleigh,NC 27609
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: gregory.brickham@.kci.com
City/Town: Salisbury County(ies): Rowan
River Basin(s): Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 1.258 Miles Surrounding Land Use: Urban
Proposed Project Existing Site
Project Built-Upon Area(ac.) 15.8 ac. 11.7 ac.
Typical Cross Section Description: (4)-12'travel lanes with 23'median,5'bike lanes&sidewalk at culvert. (2)-12'travel lanes with 5'paved shoulders at culvert.
(4)-12'travel lanes with 5.5'median,5'bike lanes&sidewalk at bridge. (2)-11'travel lanes with 3'paved shoulders at bridge.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 26800 Year: 2040 Existing: 24000 Year: 2020
General Project Narrative: The proposed project will widen a portion of Julian Road(SR 2528)from 1 to 2 lanes(median divided)in both directions,adding curb&gutter and sidewalk throughout.The widening
(Description of Minimization of Water begins at the intersection of Julian Road and Klumac Road(SR 2541)and will end at the intersection with Jake Alexander Blvd.(SR 1007).The project will cross over 2 waterbodies,
Quality Impacts) Julian Branch and Town Creek.Town Creek is listed on the 303(D)impaired waters list.An existing 7'x8'double box culvert at STA 41+19 over Julian Branch will be extended due to
road widening and proposed fill slopes.The existing 3-span bridge at STA 69+96.5 over Town Creek will be replaced with a wider,2-span structure to minimize stream impacts.There
are no proposed bents in the water and no deck drains over water.
There are wetlands within the proposed project limits.Fill activities will result in 0.03 AC.of permanent fill in wetlands.Erosion control activities and roadway fill will result in a total of 0.02
AC.of mechanized clearing in wetlands.Wetland impacts have been minimized by steepening fill slopes and elongating erosion control basins where appropriate.There will be 187 LF of
permanent impacts and 354 LF of temporary impacts to a parallel jurisdictional stream(to Town Creek)starting at STA 65+54 RT.The proposed culvert extension along Julian Branch
will result in 147 LF of permanent channel impacts and 75 LF of temporary channel impacts.Bank stabilization and the bridge replacement and along the Town Creek main stem will
result in 90 LF of permanent and 177 LF of temporary channel impacts.The water line across the Town Creek main stem starting at STA 71+32 RT is proposed to be designed using
horizontal directional drilling,therefore there will be no stream impacts at this location due to utility construction.The total project impacts will result in 0.03 AC.permanent fill in wetlands,
0.02 AC.mechanized clearing in wetlands,0.09 AC.of permanent surface water impacts,0.14 AC.of temporary surface water impacts,424 LF of permanent channel impacts and 606
LF of temporary channel impacts.Riparian buffer rules do not apply for the Yadkin Pee-Dee River basin.
Stormwater controls:Roadway runoff will be conveyed by curb&gutter and discharged into vegetated or riprap lined ditches prior to entering Julian Branch or Town Creek.The portion
of the project from-L-STA 13+05 to STA 52+04 drains to Julian Branch and the portion from-L-STA 52+04 to 79+23 drains to Town Creek.Town Creek is on the 2020 303(d)list for
turbidity,therefore Environmentally Sensitive Areas have been added to be within 50 ft from the top of bank for all jurisdictional streams and all erosion control basins have been
designed to the 25-yr storm event to accommodate this designation.
Waterbody Information
Surface Water Body(1): Town Creek NCDWR Stream Index No.: 12-115-3
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: biological impairment turbidity
Aquatic T&E Species? No Comments:
NRTR Stream ID: Town Creek Buffer Rules in Effect: No
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
(If yes,provide justification in the General Project Narrative) General Project Narrative)

North Carolina Department of Transportation
tt�w.�y
btc rr v ter Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07;Released October 2016) FOR NCDOT PROJECTS
WBS Element: 50163.1.1 TIP No.: U-5738 County(ies): Rowan Page 2 of 2
Additional Waterbody Information
Surface Water Body(2): UT1 to Town Creek(parallel to Julian Rd starting at STA 65+54 RT) NCDWR Stream Index No.: 12-115-3
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: biological impairment turbidity
Aquatic T&E Species? No Comments:
NRTR Stream ID: SA Buffer Rules in Effect: No
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? IN/A
Deck Drains Discharge Over Water Body? N/A (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)
Surface Water Body(3): UT2 to Town Creek(Julian Branch) NCDWR Stream Index No.: 12-115-3
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: biological impairment turbidity
Aquatic T&E Species? No Comments:
NRTR Stream ID: SB Buffer Rules in Effect: No
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (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)
Surface Water Body(4): NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck 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
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(5): NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck 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
(If yes,provide justification in the General Project Narrative) General Project Narrative)

rr •\ See Sheet 1 A for Index of Sheets /`��v'PITI� �ITI��I(��( 1f� NO. SHEETS
STATE A T E OF NO I TEE 1E 'V A R O L I N STATE STATE PROJECT RISP8R6NC8 N0. SIM6T TOTAL
See Sheet 1 B For Conventional Symbols d[�]�i
See Sheet 1C-1 thru_1C-9 for Survey Control Sheets N.C. U-5738 1 19
n �o iaLP a� = DIVISION OF HIGHWAYS STATE PROI.No. F.APR0..N0 DESCRIPTION
` � �'� 50163.1.1 WA P.E.
° z c��k. 2541 7 a 50163.2.1 WA RW & UTILITIES
"e �34' 2 °�e�� 50163.3.1 WA CONST.
�,, 2.1s26 �,. q , 5 ROWAN COUNTY "AD as
8 11111
�' S2E 0. NA
,' �' / e 1 g5 25J8 > ' c .• A
Ai i
6 / _ LOCATION: SR 2528 (JULIAN ROAD) FROM .c:`- EXISTING TRAFFIC SIGNAL
♦ ♦ ' E I PROJECT zsao m zsza izsJ9 Kowa��a
/' U—�38 — zJ6z yo— Comm SR 2667 (SUMMIT PARK DRIVE) TO
1`V` Colleg * PROPOSED TRAFFIC SIGNAL
✓� 2684I US 601 (JAKE ALEXANDER BOULEVARD)/, Henderson Grove Churn r 258D .3a
V cy' t 4 0 SALISBURY CI Y IN SALISBURY
L Z761 p LIMIT o
W / 1�z6 2653 / ® O BUES73 PROJECT TYPE OF WORK: GRADING,DRAINAGE,PAVING AND
rs 252E 8 I T
e - STRUCTURES
wooac.T u 25J4
Cs —,1
2667
\./ 2540 m2679 WETLAND AND SURFACE WATER
24 IMPACTS PERMIT
VICINITY MAP ,. -Y5- SR 2637
Pli NTS p JULIAN RD.EXIT
Q\ BEGIN BRIDGE END BRIDGE
ril L— STA.70+15.00 —L— STA.71+30.00
rim m BEGIN CONSTRUCTION BEGIN CONSTRUCTION
—Y8— STA.10+43.00 —Y5— STA.10+65.00
BEGIN CONSTRUCTION BEGIN CONSTRUCTION BEGIN CONSTRUCTION END TIP PROJECT U-5738
—RPA—STA.10+00.00 —Y2— STA.10+80.00 —Y3—STA.10+75.00 —Y3— —L— STA. 79+45.00
SUZANNES RD.
k ees -Y2- SR 254� -Y8- DRIVEWAY
RpO a WEST RITCHIE RD.)Mfr
tpc - ,------ , .. --- -" Illir _,_
BEGIN TIP PROJECT U-5738 �s `�' �' ��SZe rJU��An, Rol, v'
—L— STA. 13 +05.00 �� -- _ _
-7 �\,y�� •a 1 CORPORATE CIR vaZ -- iit MARTIN LUTHER KING
✓ Q R 252a �,A> 1 JR.BLVD.SOUTH
jV�PN R° 1 ����` 1� �'� ""_�i
127 1 2 END CONS TRUCTION �O �
° 0 -Y2-STA.13+70.00 �4•
1l , y _ `P�� PERMIT DRAWING
• I KLUMAC2RD. -Y4 SHEET 1 OF 19
CORPORATE CIR.
o' OVP��� �'� END CONSTRUCTION END CONSTRUCTION
3 ��(� `NS —Y1—STA.17+46.51 —Y4—STA.11+25.00 —Y6— SR 1007 \-7(9
o O Gi4 �s JAKE ALEXANDER BLVD.s cr, s� 0ti C
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E
C
0
L
5
Luc, INCOMPLETE PLANS
DO NOT USE FOR RBW ACQUISITION
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DOCUMENT NOT CONSIDERED FINAL
(r UNLESS ALL SIGNATURES COMPLETED
el-
�• ♦ THIS PROJECT IS PARTIALLY WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF SALISBURY, NC
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mil
HYDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Raleigh,NC 27603
PREPARED FOR 1 Glenw000 Avenue
O DEPARTMENT OF TRANSPORTATION
L DIVISION OF HIGHWAYS I Te1:919.789.9977
ADT 2020 = 24,000 DIVISION NINE Fax:91s.789.9591
ENGINE ERINGS
50 25 0 50 100 ----:o-z187
CONSTRUCTION ®R�'
� ' " _ ADT 2040 = 26,800 LENGTH OF ROADWAY TIP PROJECT U-5738 = 1.236 Miles ��®� `��,,
CO K = 9 % 2018 STANDARD SPECIFICATIONS a@r ®®
PLANS D LENGTH OF STRUCTURES TIP PROJECT U-5738 = 0.022 Miles P.E. °� ig
D = 60 /Q BEN CRAWFORD, PE
PROJECT ENGINEER SIGNATURE, rOS
0 50 25 0 50 100 T = 8 % * RIGHT OF WAY DATE:
�L � ' �"�� TOTAL LENGTH TIP PROJECT U-5738 = 1.258 Miles ROADWAY DESIGN ��
N a V = 50 MPH FEBRUARY 16,2018 DANIEL W. GARDNER,JR., PE ENGINEER
o+ ^I PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER �0ek
���
I`O *(TTST=2% DUAL=6%) ®� g�����®
N% O 10 5 0 10 20 LETTING DATE: MATT JONES,PE
0o aiiiiiiiiiiiiili FUNC CLASS = LOCAL
r , 1 ' 1" 2022
NCDOT DIVISION CONTACT
�I STATEWIDE TIER P.E.
.e° ` J PROFILE (VERTICAL) SIGNATURE, j
mv

PROJECT REFERENCE NO. SHEET NO.
1G1enwoodAVen,e U-5738 PRM-2
DETAIL L F Raiegh.Na 2]603
DETAIL A DETAIL K Fa191B]6B.98]]
Fax919]69.9591 R'W SHEET NO. 2D-I
LATERAL BASE DITCH Engineen Construction.Inc License:C-219] PERMIT DRAWING
TOE PROTECTION STANDARD BASE DITCHil
(Not to Scale) (Not to Scale) (Not to Scale)
\ v.<
o6et b Natural Natural SHEET 2 OF 19
Natural Ground 0.7 .j•� Ground DETAIL P
Natural 1 SoQ Ground Io T...):: D
1., o�� e u in/Ft. Fill d= SPECIAL CUT DITCH
Ground b F� h`e� Slope (Not to Scale)
' Id B Min.D= 1.0 Ft. Geotextile
iB Min.D= 2.0 Ft. Front
B= 3.0 Ft. Ditch
Max.d= 2.0 Ft. of
d= 1.0 Ft. b= 5.0 Ft. *When B <= 6.0' B= 6.0 Ft. Ground ,.joy •• ''n
b= 2.0 Ft. Geotextile Natural �,•1 et Slope
Type of Liner= CLASS A Rip-Rap FROM -L- STA.46+75 TO STA.49+00 LTohe� D
Type of Liner= CLASS BRip-Rap J Min.D= 1.0 Ft.
FROM -L- STA.39+00 TO STA. 39+75 LT (EST 20 TONS, EST 40 SY GT) FROM -L- STA.71+50 TO STA.73+50 RT FROM -L- STA. 69+50 TO STA. 71+15 RT
DETAIL B (EST 165 TONS, EST 360 SY GT)
FROM -Y8- STA.10+50 TO STA.11+00 LT
LATERAL BASE DITCH FROM -Y8- STA.10+75 TO STA.11+00 RT
(Not to Scale) DETAIL L
Natural �` b 'IX DETAIL G SPECIAL CUT BASE DITCH
lol e SPECIAL CUT BASE DITCH (Not to Scale) DETAIL Q
Ground ?.j D 3.1 1'Ft. si
d= p (Not to Scale)
PIPE OUTLET CHANNEL
GEOTEXTILE�� B Natural \Ot Front (Not to Scale)
Min.D= 1.0 Ft.
Natural .�Ot Front Ground ?j D F�O�et Slope N�T��� ZEE _- NaT ral
Max.d= 1.0 Ft. Ground �. et Ditch d1 Ditch rG oun� �H to �-Ground
*When B is < 6.0' B= 3.0 Ft. \�D Q�O� Slope Y ��s�'Nc?]ro �a ti''
b= 5.0 Ft. Geotextile B nF " eF` d
Type of Liner= CLASS B Rip-Rap B Min.D= 1.0 Ft.
FROM -L- STA. 71+50 TO STA. 73+00 LT (EST 85 TONS,EST 185 SY GT) B= 3.0 Ft. Min. dD= 1.5 Ft. d>
Geotextile
Max.d= 1.5 Ft. Length= 18 Ft. CHANNEL BED
DETAIL C - - 6= 3.0 Ft. d= 3 Ft. (Variable)
FROM -L- STA. 49+00 TO STA. 49+50 LT Type of Liner= CLASS I Rip-Rap
TAIL DITCH FROM -L- STA.52+00 TO STA.55+14.8 LT FROM -L- STA.67+50 TO STA.68+25 LT Est.= 25 Tons of Class I Rip-Rap
(Not to Scale) FROM -L- STA.55+62.1 TO STA. 56+22.5 LT (EST 45 TONS,EST 95 SY GT) Est.= 50 SY Geotextile
Natural Natural FROM -L- STA.65+51.8,OFF +67.0'TO STA.65+69.8,OFF +66.6'RT
Ground d= ?,•j D .L1 Ground DETAIL H DETAIL M DETAIL R
SPECIAL CUT BASE DITCH LATERAL BASE DITCH TAIL DITCH
Geotextile B Min.D= 1.0 Ft. (Not to Scale) (Not to Scale)
Max.d= 1.5 Ft. b (Not to Scale)
Natural Natural
*When B is < 6.0' 6= 3.0 Ft. Natural of Front Natural rr- Fill Ground ?.7 -I- ry1 Ground
Type of Liner= CLASS B Rip-Rap Ground ?,•j 1-' Xtet sloe Ground ?•j 1 lift. D
(EST 140 TONS,EST 450 SY GT) d= D FAA Ditch d= D L' Slope d)
FROM -L- STA.22+68.1,OFF -99.8'TO STA.25+29.6,OFF -237.0' LT GEOTEXTILE g Geotextile B Min.D= 1.0 Ft.
Geotextile B Min.D= 2.0 Ft. Max.d= 1.5 Ft.
DETAIL D Min.D= 1.5 Ft. Max.d= 2.0 Ft.
LATERAL CUT DITCH Max.d= 1.5 Ft. *When B is < 6.0' B= 3.0 Ft. *When B is < 6.0' B= 3.0 Ft.
(Not to Scale) B= 3.0 Ft. b= 5.0 Ft.
Type of Liner= CLASS B Rip-Rap
Type of Liner= CLASS I Rip-Rap Type of Liner= CLASS 1 Rip-Rap
b FROM -L- STA.56+90.2 TO STA. 60+09.1 LT (EST 175 TONS,EST 385 SY GT) FROM -L- STA.68+25 TO STA. 70+00 LT FROM -L- STA.41+5 .1,OFF +104.3'TO STA.41+80.1,OFF +96.0' RT
Natural Fill FROM -L- STA.60+59.9 TO STA. 67+50 LT (EST 370 TONS, EST 820 SY GT) (EST 100 TONS, EST 215 SY GT) (EST 15 TONS, EST 40 SY GT)
Ground 0.7 D 3•1\ lift. Slope
Min.D= 1.0 Ft. DETAIL I DETAIL N DETAIL S
ol b= 5.0 Ft.ii SPECIAL CUT BASE DITCH STANDARD BASE DITCH STANDARD BASE DITCH
m (Not to Scale) (Not to Scale) (Not to Scale)
FROM -L- STA. 34+50 TO STA. 38+90 LT
a Natural Natural Natural Natural
FROM -L- STA. 39+85 TO STA.40+73.7 LT Ground u'• T 1 Ground
- Natural of Ground ?•j T:\ Ground I D 3
Ground ?• �'1 et Front D d
DETAIL EI D •
F�W'v Slope d=
LATERAL BASE DITCH d) _ Ditch Geotextile
N Geotextile
D (Not to Scale) B Min.D= 2.0 Ft. B Min.D= 1.5 Ft.
Geotextile Max.d= 1.5 Ft.
Max.d= 2.0 Ft.
0, b Min.D= 1.5 Ft. *When B is < 6.0' B= 3.0 Ft.
c r *When B is < 6.0' B= 3.0 Ft.
m Natural Max.d= 1.5 Ft.
Fill
o Ground ?j A 1"/Ft. B= 4.0 Ft. Type of Liner= CLASS I Rip-Rap Type of Liner= CLASS 'B'Rip-Rap
D 'L• Slope YP P P
d= ,r°' Type of Liner= CLASS B Rip-Rap FROM STA. 70+00 TO STA. 70+45 LT FROM -L- STA. 70+65 TO STA. 71+50 LT (EST 50 TONS, EST 105 SY GT)
GEOTEXTILE��ell FROM -L- STA.59+28 TO STA.61+50 RT (EST 30 TONS, EST 60 SY GT)
e
Min.D= 1.0 Ft.
o Max.d= 1.0 Ft. (EST 155 TONS,EST 345 SY GT) DETAIL T
5 *When B is < 6.0' B= 3.0 Ft.
DETAIL 0 SPECIAL CUT BASE DITCH
DETAIL J (Not to Scale)
u Type of Liner= CLASS II Rip-Rap b= 5.0 Ft. RIPRAP SLOPE PROTECTION STANDARD BASE DITCH
li FROM -L- STA.40+94.2 TO STA. 43+00 LT (EST 95 TONS, EST 200 SY GT) (Naito Scale) (Not to Scale) t
Natural 1 o Front
cc bi DETAIL EE , Natural Natural Ground ?•j D FN°het
het Slope
LATERAL BASE DITCH ot�oBe Ground 3,7 6.1 Ground d( Ditch
" (Not to Scale) GroundNatural b r1,•1�QS Geotextile B Min.D= 1.0 Ft.
o b
-0 3 ' Min.D= 1.5 Ft. B
Ground ural F70rye� D 3'1 I 1'4Ft. Silo e d= 2.5 Ft. I d B= 3.0 Ft. B ax.3.0 Ft.
O Ft.
h d= p b= 1.0 Ft. Geotextile FROM -L- STA. 71+32 TO STA. 71+50 RT Type of Liner= CLASS B Rip-Rap
FROM -L- STA. 73+00 TO STA.75+00 LT
GEOTEXTILE�� B of Liner= CLASS I Ri Ra (EST 80 TONS,EST 170 SY GT)
Gi Min.D= 1.5 Ft. TypeRip-Rap
co Max.d= 1.5 Ft. FROM STA. 65+50 TO STA. 68+50 RT
ma *When B is < 6.0' B= 3.0 Ft. (EST 115 TONS, EST 240 SY GT)
N-c Type of Liner= CLASS B Rip-Rap b= 5.0 Ft.
m1:
Pit FROM -L- STA.43+00 TO STA.45+75 LT (EST 190 TONS, EST 415 SY GT)
a,YU

PROJECT REFERENCE NO. SHEET NO.
? I 1G1,gh,NC2n5O3e U-5738 PRM-3
CeI:91 A.99 99603
1e,9,9]99.99]]
ww SHEET NO. 2D-2
UPSTREAM CULVERT SECTION VIEW OF RCBC INLET ox 9,9]s99s9,
License:C-219]
Englneenng a Construction,Inc.
ry PERMIT DRAWING
p11 EXTENSION DETAIL @ US FACE ALONG CENTERLINE
?P NOT TO SCALE NOT TO SCALE FLOOD PLAIN BENCH DETAIL ERMIT 3 AO
9
CAST HW CAST IN (LOOKING DOWNSTREAM)
NTS)44'
-- W/6IN" TOPPLACE BEVEL `PLACE RCBC COMIRA TTIN BEG VARIES
1'TO 7'
' EG
S�
'r CLASS'II'
15/ CLASS
'DEPTHCH RIP RAP
60 [ 1 [ RIP RAP(MIN.) O
Z w
N J NO SILLS ARE TO BE INSTALLED IN THE PROPOSED CULVERT
BED __ NO BACKFILL IS TO BE PLACED WITHIN THE PROPOSED CULVERT
w U CAST IN BED MATERIALS;SAND,SILT,COBBLE,SMALL BOULDERS
PLACE HW CAST IN
PLACE RCBC
STREAM CROSS SECTION TOTAL EST.EXCAVATION AT INLET = 10 C.Y.
LT TO RT FACING DOWNSTREAM TOTAL EST.CL'II'RIP RAP AT INLET = 75 TONS
TOTAL EST.GEOTEXTILE AT INLET = 85 S.Y.
(NOT TO SCALE) TOTAL EST.C.F.MATTING AT INLET = 40 S.Y.
PROPOSED 2@7'x8'
RCBC EXTENSION NO SILLS ARE TO BE INSTALLED IN THE PROPOSED CULVERT NO SILLS EXIST WITHIN THE EXISTING CULVERT BARRELS. THE INCLUSION OF SILLS IN THE
INLET DETAIL NO BACKFILL IS TO BE PLACED WITHIN THE PROPOSED CULVERT EXTENDED CULVERT BARRELS WOULD REDUCE THE EFFECTIVE OPENING OF THE CROSSING.
< -L- IN ORDER TO COMPLY WITH THE FEMA REQUIREMENT TO CAUSE NO INCREASE IN BASE FLOOD
EG LT--.-----� ELEVATIONS ON EXISTING INSURABLE STRUCTURES WITHIN THE FLOODPLAIN,THE EXISTING
EFFECTIVE CULVERT OPEN AREA MUST BE MAINTAINED.
IWO
FOR THE PURPOSE OF DETERMINING BASE FLOOD ELEVATIONS ALONG THE IMPACTED REACH,
GEOTEXTILE , EG LT EXISTING CONDITIONS WERE MODELED CONSISTENT WITH THE INTENT OF THE DESIGN OF THE
FABRIC � OK
, , EXISTING CULVERT. HISTORICAL CULVERT PLANS INDICATE TWO CLEAR 7-FT WIDE BY 8-FT DEEP
."-l'ifillit CONCRETE BARRELS. OVER TIME,SEDIMENT HAS ACCUMULATED IN ONE BARREL,CREATING A
Unfit i �tiANY,'
1 GEOTE FABRICXTILE FLOODPLAIN BENCH. HOWEVER,IT IS ASSUMED THAT DURING HIGH FLOW EVENTS SUCH AS A
v
i 1 100-YR DISCHARGE,THE BARRELS ARE FLUSHED OUT AND PROVIDE THE FULL OPEN AREA.
r
CLASS 'II' CLASS 'II' THE CULVERT EXTENSIONS HAVE BEEN DESIGNED CONSISTENT WITH THE ORIGINAL CULVERT
RIP RAP RIP RAP DESIGN. NO BACKFILL HAS BEEN CALLED FOR. HOWEVER, IT IS ASSUMED THAT SEDIMENT WILL
(2-FT THICK) tlalt (2-FT THICK) ACCUMULATE AND FLOODPLAIN BENCHES WILL DEVELOP CONSISTENT WITH WHAT HAS BEEN
EXCAVATION AS NECESSARY OBSERVED AT THE SITE.
FORCHANNEL TIE-IN - REFER
TO FLOODPLAIN BENCH DETAIL RETAIN EXISTING MAINTAIN EXISTING FLOODPLAIN BENCH DEPTH
OF +/-1 FT UPSTREAM OF CULVERT INLET
FLOODPLAIN BENCH DEPTH CHANNEL BED
+/-1 FT ABOVE CULVERT INVERT
DETAIL U
STREAM CROSS SECTION TOTAL EST.CL 'II'RIP RAP AT OUTLET = 100 TONS SPECIAL CUT BASE DITCH DETAIL W
LT TO RT FACING DOWNSTREAM TOTAL EST.GEOTEXTILE AT OUTLET = 85 S.Y. (Not to Scale) SPECIAL CUT DITCH
(NOT TO SCALE) TOTAL EST.C.F.MATTING AT INLET = 40 C.Y. (Not to Scale)
PROPOSED 2@7'x8' < Front
@ Natural A a Front Ditch
RCBC EXTENSION Ground �y T ry- ,�e< sloe '�aK
NO SILLS ARE TO BE INSTALLED IN THE PROPOSED CULVERT \ D Fed p Natural 1,'- et Slope
o EG RT OUTLET DETAIL NO BACKFILL IS TO BE PLACED WITHIN THE PROPOSED CULVERT t Ditch Ground Foiop D V'
\ -L- Geotextile B er
e ,NEG RT Min.D= 1.0 Ft. t Min.D= 1.5 Ft.
a
Max.d= 1.0 Ft.
FI. s B= 2.0 Ft. FROM -L- STA. 75+00 TO STA. 77+14.7 LT
M ' -y -' FROM -Y5- STA.11+50 TO STA.11+94. RT
m GEOTEXTILE 1 -Y FROM -Y5- STA.10+65 TO STA.11+00 RT
m FABRIC ,h GEOTEXTILE
' FABRIC
m tit- r;r DETAIL X
ro CLASS 'II' CLASS 'II' DETAIL V
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(2040 ADT) (120,700) License:C-2197 ENGINEER ENGINEER
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2016 ADT 86,500 / Fax[phone]
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PROJECT REFERENCE NO. SHEET NO.
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1 Glenwood Avenue U-5738 PRM-7
co Raleigh,NC 27603
-' Te1:919.789.9977 ROADWAY DESIGN HYDRAULICS
INSET A F
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8 BEGIN APPROACH SLAB 5.5' END APPROACH SLAB A PROJECT REFERENCE NO. SHEET NO.
-L-STA.71+30.00
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�W I I Iti I I I I I I I I 1 I I

WETLAND AND SURFACE 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)
Structure-2 @ 7'x8'RCBC
1A 40+24 LT TO 41+32 RT Extension 0.02 80
1 B 40+24 LT TO 41+32 RT Bank Stabilization 0.02 0.02 67 75
2A 65+54 RT TO 65+64 RT Bank Stabilization <0.01 10
65+64 RT TO 66+73 RT
2B 67+09 RT TO 69+15 RT Dewatering Operation 0.01 0.04 318
1
2C 66+73 RT TO 67+09 RT Utility Relocation <0.01 36
67+67 RT TO 68+13 RT
2D 69+15 RT TO 70+91 RT Roadway Fill/Impacts <0.01 0.02 177
3 68+95 LT TO 69+87 LT Roadway Fill 0.02
4 69+66 LT TO 69+92 LT E&SC Measures <0.01
5A 70+27 LT TO 71+70 RT Bank Stabilization 0.03 0.04 90 78
5B 70+52 LT TO 71+12 RT Bridge Replacement 0.03 99
TOTALS*: 0.03 0.02 0.09 0.14 424 606 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
Sept 2021
ROWAN COUNTY
PROJECT:U-5738
WBS-50163.1.1
Revised 2016 09 09 SHEET 19 OF 19