20210297 Ver 1_SMP (Final)_20210322

Highway Em North Carolina Department of Transportation „ '
StOCCY1, Highway Stormwater Program ________________________________________
N - STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 17BP.14.R.205 TIP No.: SF-190182 County(ies): Cherokee Pa e 1 of 2
General Project Information
WBS Element: 17BP.14.R.205 ITIP Number: SF-190182 Project Type: Bridge Replacement Date: 5/1/2019
NCDOT Contact: Barry Mosteller Contractor/Designer: TGS Engineers(David Petty,PE)
Address: 345 Toot Hollow Road Address: 706 Hillsborough Street-Suite 200
Bryson City,NC 28713 Raleigh,NC 27603
Phone:[phone] Phone: [phone] ext.104
Email: bsmosteller(c.ncdot.00v Email:[e-mail]
City/Town: Murphy County(ies): Cherokee
River Basin(s): Hiwassee I CAMA County? No
Wetlands within Project Limits? No
Project Description
Project Length(lin.miles or feet): 400' Surrounding Land Use: Wooded&Farmland
j r Proposed Project 1.1 Existing Site .
Project Built-Upon Area(ac.) 0.26 ac. 0.19 ac.
Typical Cross Section Description: Two 10'paved travel lanes with 4'paved shoulders. Two 9'paved travel lanes with 1'shoulders.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 860 Year:2015 Existing: 860 Year: 2015
General Project Narrative: Project involves the replacement of Bridge#190182 over UT to Persimmon Creek on SR 1127(Bell Hill Rd)in Cherokee County,NC southwest of Murphy,NC.Proposed
(Description of Minimization of Water culvert is a 20'-11"(span)x 6'-1"(rise)Aluminum Box Culvert to replace existing 18.5'long by 20'wide(Timber deck on timber joists)single-span bridge.Stormwater runoff on
Quality Impacts) the existing bridge disharges directly into the water for the full length of the bridge.Grassed shoulders are to be widened from existing and will be substantially flat allowing for
diffusion and infiltration of the roadway runoff.All proposed stormwater is discharged as far away from the stream and at the lowest velocities as practicable.
Waterbody Information
Surface Water Body(1): Persimmon Creek NCDWR Stream Index No.: 1-63
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: Persimmon Creek Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No 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)

•
i ,
v) ,rare „ro ros�a..amo.m em
, , L ` N.C. 1ThERR.405 EC-1
a
N.::::,
J154 STATE OF NORTH CA I'OLINA R.m...a - nmmnrme
N DIVISION- 1310 17BP.14.R.205 /WA PE
F� 1152 17BP.14.R.205 WA RAN & UTIL.
RK 1 nsa ,, : MA 17BP.14.R.205 WA CONST.
83/2°
04 / y �/ PLAN I? PROPOSED EROSION AND SEDIMENT CONTROL MEASURES
1Q730 �. �� 130] Jl'®I'\ RN_A Dees.:,.t:.. C...A.I
as
113. tom' 112Z • 1303 HIGHWAY EROSION CONTROL 1630.05 TemporaryS1,,,a h -m-
1630.05 Temporary D;.am.o
16,4
�geµ 116 1605.01 Temporary Silt Fame III III III
1 o 130• 1606.01 Smoinl Sediment Centre]P.m
1131 Eniel Peen
-_ 1127 1622.01 Temporary Berm.and Slope Drain. r~
PROJECT
1630.02 Silt B..in T,pe B
117Z LOTION k11tik. ( ,H E JT O j1 E E COUNTY 1633.01 Tampon.,Rook Silt Cheek Tye.-A erer
EZa
r/ Temporary Reek Silt Check Tme-A with ♦••
U rya LOCATION:BRIDGE NO.190182 OVER UT TO PERSIMMON CREEK alatEim and P.Immyl.m:da(PAM)
WILA / ON SR 1127 (BELL HILL ROAD) 1633.02 Temporary Reek Silt Check Type-B ' O
VICINITY MAP J Wattle/CM,Fiber Waal, _
J O
with /C.:r alma Wattle
with Peb.a.Fiber Waffle
TYPE OF WORK:GRADING,DRAINAGE,PAVING,AND STRUCTURE 1634.m Temporary Rock Sediment Dam Type-A.
`� 1634.02 Temporary R.,k Smlimeot Dam Type-R__.:ID
/ 1635.01 Rook Pipe Inlet S.dimeot Trap T,,.-A
1635.02 R.ek Pim I,1et S.dimeot Too,T,ee-B V
C �\ ;,;' _ 1630.04 Stilling Bade D a
PS
%_= 1630.06 Special Stilling Basin
I?�
A \ kr� - ,---- Reek Inlet Sediment Trap:
<TPS/�/' r �\ :/4J/( . L_r -, \( / 1632.01 Type A AD
2(� /, 1632.02 Type B B el
cp
(��\ .er A .' 1632.03 Type C CD
is F4(t1""`� /��y� / \\3p wicA / / Skimmer Bad. D '/I
X� I/4 'O SQO�N( i/^i
O \\ �� / // /� T:erd Skimmer B.do
`V / / I I j j I,Clt..t:.o Bade (�
5 1)
-_ '_\\ BELL HILL RD �i /i i/
-I-- t� l THIS PROJECT CONTAINS
-L- STA. 1 4+00.00 �f
� %/ EROSION CONTROL PLANS
BEGIN PROJECT 17P14. 1STA.16+19+/- /j/
�03� /0/ -L- STA. 18+00.00
/:
� END PROJECT
/ 2/ 4 17BP.14.R.205
II ll
GRAPHIC SCALE Roadway SandaN Drawings
UPrepared In the Office of: Renewed in the Office of:
ZS�0 THESE EROSION AND SEDIMENT TGS ENGINEERS ROADSIDE ENVIRONMENTAL UNIT Unit following roadway
nt zporm8on standards-sRal«gh,N.N in.C., January 2018 an Standard d stheRAtany Design
k88il
CONTROL PLANS COMPLY WITH 804-C N.LAFAYETTE S . 1 S,,,S Wilmington Sr. ,A,,,thereto are applicable to this project and by reference hereby are considered a pan of
these r..;
THE REGULATIONS SET FORTH plans.
PLANSSHELBY,NC 28150 Raleigh,NC 21611
2018 STANDARD SPECIFICATIONS 1604.01 Railroad Erosion Coleco!Detail 1632.01 Rock Inlet Sediment imp Type A
BY THE NCG-010000 GENERAL
CONSTRUCTION PERMIT EFFECTIVE 2018 STANDARD SPECIFICATIONS 16os.ol Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B
APRIL 1,2019 AND ISSUED BY 1606.01 Special Sediment Control Fence 1632.03 Rack Inlet Sediment Silt Check
Type C
THE NORTH CAROLINA DEPARTMENT 160].01 Gravel Conaltuction Entrance 1633.01 Temporary Rock Silt Check Type A
OF ENVIRONMENTAL QUALITY 1622.01 Temporary Berms and Slope Drains 1633,02 Temporary Rock Silt Check Type B
^1 DIVISION OF WATER RESOURCES. Designed�` Reviewed�" 1630.01 Riser Basin 1630.02 Silt Basin type B 1634.01 temporary Rock Sediment Dam Type A
1634.02 Temporary Rock Sediment Dam Type B
O Andrew H.Cochrane,PE 3015 Reid Whitehead,PE CPESC 1630.03 Temporary siN Ditch163s.o1 Rock Pipe Inlet Sediment Trap Type A
1630.04 Stilling Basin1635.02 Rock Pipe Inlet Sediment Trap Type B
NAME LEVEL HI CERTIFICATION NO. 1630.05 Temporary Diversion 1640.01 Coir fiber Baffle
1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing
v 1631.01 Molting Installation
�P ,♦ I i

PROJECT REFERENCE
�l7BPJ4.R205 EC-2
PAM SHEET NO.
R wNG17 GESIG ENGINEER
WATTLE DETAIL
NOTES:
vEM0N� USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
SN�O
PP USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
See Inset A INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
EDGE OF PAVEMENT
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
EXCELSIOR WATTLE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
Q'55j,0 INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
MATTING INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
BACK STANDARD SPECIFICATIONS.
SLOPE
ISOMETRIC VIEW r:011:1*:, .o0•�.�0.❖c.
..........
..........•
Legf_ _i'a 41o..Z,.,.,..
2'(MAX.) 2' UPSLOPE
STAKE NATURAL GROUNDK'N (STAPLES
_ INSET A INSET B
MATTING �2' DOWNSLOPE Aiiiiiiiiiir
STAKE UPSLOPE ;: DOWNSLOPE
CROSS SECTION STAKE STAKE
VEE DITCH :yy-M •pipp-•p• 1
2 IN. 2' UPSLOPE
VAR. 1a®p�?k 0��� D�i
ST[ jJNURALGROUND FLOW fr--- i W—-- ����
�^ I;;lk See inset B MATTING
C :\__
MATTING I ' ��
2' DOWNSLOPE
CROSS SECTION STAKE
TRAPEZOIDAL DITCH
TOP VIEW

PROJECT REFERENCE SHEET NO
UBP.I4.R205O EC-2A
imsHEEruo
oBIAN
TEMPORARY ROCK SILT CHECK TYPE 'A' WITH om""
EXCELSIOR MATTING AND POLYACRYLAMIDE ( PAM )
EXCELSIOR NOTES:
MATTING
�Ll
LOW
s� INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01 .
SEDIMENT CONTROL STONE
40440.14,44, USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
' s2_ �' MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
A �� .=�o '�� A PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
o . o 0
�:,F0, =6 • A SOIL SAMPLE FROM PROJECT LOCATION AND FROM OFFSITE
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
_=6:oo� �o,.o o•�-.�,? TO BE APPLIED TO EACH ROCK SILT CHECK."�oo��.=000 INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
STRUCTURAL STONE
B
PAM
(4 OZ.)
PLAN
t 41/4*::��::���vl�
♦�*... db.y���41.,
INSET A
See Inset A
CLASS B STONE
2/3 CHANNEL EXCELSIOR
WIDTH i i 1' MIN { - MATTING
1' MIN 300 G } 12"
H = 2' MIN o 0
IcAc'ol I TI I I I9 1171u f itii IwoIT I IL
EXCELSIOR
MATTING SECTION B-B CLASS B STONE
SECTION A-A
NOT TO SCALE

OJECT REFERENCE
PR G I7BP.I4.R.205 EC-3
DIVISION OF HIGHWAYS R
m OESIG ENGINEER
STATE OF NO I'TH CAROLINA
SOIL S TABILIZA TION TIMEFRAMES
SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:IOR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.

PROJECT REFERENCE NO. SHEETND.
Cherokee County
Bridge #190182 7BPJ4R.205" Ec aicoxs.a
MA,'DESIGN HYDRAULICS
/ ,,ANo .3.,0PSa�aaE"ta 20+19.17 R ENGINEER ENGINEER
/ — N 0=23"09'557"(�
D=23°52'23.7"
L=9704'
T=49.19'
\ 240.
\ R = '
-L-CURVE DATA -L-PT/9+2432
-L-PC 19+6998
l'l Sta/3+5930 PI St+15+75J4 PI Sta 17+9803 -L-PRC 16+63.86 - 7' ' _Gs ENGINEERS
L=2'03'467(RT) L.=79'00'275"(PT) 0=33'55'01B"(LT) 'N nvE 15
D=28'38'S2.4" D=3548'35.5" D=13°01'18.4" orulN BE IP "LEcL'i44sle How°'2202
L=720' L=220.63' L=260.47' CORP.oar. .. vs
T =3.60' T=13/Bl' T=134.17' \ NG m�a FIBER RL ALLAN coeOu+N
R=200.00' R=160.00' R =440.00' EunnrriNc-zs r / B 03 aF. }�
SE =0.04 SE =NC NARY L.MANN TOR"R
DS=25 MPH DS=30 MPH EF EAL'V sc•AR '' -L- PT 20+67.0/
rB u.ri.ve. v
i
v. sL R::vii' �i
S DETAIL A DETAIL BT EST.SEE 1' ,1" \ \.� / r >x DR v D t 1 1, E$* ��� `6_-. NAO a J.OII
retlb�6 rc LATERAL sPo �` ��M�To N`A r�i'Fu — -
�.., rJ t 'H lDITCH / � D�j H`\,
x D.
D. b-va es(see zsgra KENNETH ROONAALD PY 1 ' .��(: I �----� ALL \ WALL \�� /
srA n+DD TO n+sD ar Br en DD AT S /�/// m ri *^L'a �B// _
DETAIL C - - + --"" F ry LANDSCAPE �% / I
R BS�' B N FDrs
STANDnaB ruDCH BIJB��H._ cuss a ar�ce 10P,
D ors RAVEL �ly�F�/ •
LATERAL w s a,I I +S•i3S J
rvnw sm, Ixwm s.�yt --- FDP N"/�,�L.
SR
Dx. I x
R DrG ED
i
srAEsD3 To tB4 LT
-1.-BrA,4.44DE_rG4BA,B.DDLr
F / 68P op ' � L T.UIZE I
-L-PC/4+4323 eB E� /
END PROJECT
17BP.14.R.205
01 -.410 <. 1G '' / �7 L-STA 18+00.00
-L-PT 13+6290 RArmorvo cosreua ;.L
-L-PC 13+5570 ���I�)1// ��/�e, EDwaRD BENNETT
I I
*3I//SIb1( KNPRECI) Rar s°°"R��B.+c II• RB:sss BB:
I ) v 14.R.205ki
� STA 14+00.00 xTEd��N„IBII BSVLYA.K� m9I I
r9F'/2+Z�'o{S1d .e 1
Pl BYN .F- ,:)�� �r
- 1 //
/ /
0=2 "P: / ; 1 : 1
96,, D= "Nil
ra
o �s �i
o- R Ir.n. /'
'41 9 Ith 1„ ,
I
/
.y,./00,
�4 /
NOTE:
NOTE: CLEARING AND GRUBBING PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE-B
UTILIZE SPECIAL STILLING BASIN(S)AS EROSION CONTROL FOR AND TEMPORARY ROCK SILT CHECKS TYPE-A AT
STILLING BASIN WHERE APPLICABLE. CONSTRUCTION SHEET 4 DRAINAGE OUTLETS.

PROJECT
l7BPJ4.R.205 EC-05/00x5T.4
ROAE
DRAULICS
CULVERT CONSTRUCTION SEQUENCE STA. 16 + 19 _L_ NwNEEP NGINEER
1.Close SR 1127 (Bell Hill Rd)to traffic as shown in traffic management plans. 5. Install proposed 20'-11" x 6'-1" Aluminum Box Culvert and any
2.Install perimeter erosion control devices as shown on EC-04. necessary inlet/outlet improvements.
3.Install impervious dikes and temporary channel change with liner,diverting flow. 6. Remove impervious dikes and temporary channel change with liner,
4. Remove existing bridge over UT to Persimmon Creek. allowing flow through proposed culvert.
8. Remove any remaining special)stilling basin(s)and complete roadway construction.
-L-PT 19+2432 1•B 2011
-L-PRC 16+6326 -L-PC 19+69.98
TEMPORARY 72"PIPE MAY BE PLACED IN THE TEMPORARY FL000rwN BENCH
DIVERSION FOR CONSTRUCTION ACCESS TO THE BOX CULVERT
FOR SHORT DURATION,ONLY AS DIRECTED BY THE RESIDENT ENGINEER. \ATTING=L°s°s"'EIBEREE 03 MUT\ ALLAN C/BOORN
MART L.MANN P"PPAIB�i
IMPERVIOUS /LAT o`"ETVL GDITC L AFT! t a,�/
-L-PT 20+67.01
DIKE / I "JR\'r' \
DETAIL AD CH 'DETAIL B Peg!'o rgN1' • 1 ✓,
__b__� DITCH \�
z"Ectw sn 1 i l Urea t PLACE ONE LAYER OF CLASS I RIP RAP _ *
sn Y / ON GEOTEXTILE(EST.40 TONS) \ \ e�
as
Na..e Nm... RE
i �. , PET
1 N. 02 t SOY"'/' ---. -} BALL
-L STA 1T+00 T +s0 Rr RENNETn RDNALD PT.Nr '/ Iffll - A
,M
L-STA. +00 ET
Esr DDE-Bs tr ,9 - _-".e/ e.AR s'°E" 4' a
u * �
sr DETAIL C R o tX s roNE 11 sr GEo STA.a+ta.To 0 or -- .., /�' o.+�0/ �� i
.ab tea. —_ *-.W. ,. i/, ��,
1Ft
+EU AWn. N_ N. EPoros o Asr oaNE / .�F '' _ �� -.�� j j / /
En oDE-:o cT I.-STA00 LT 7 Fir'1,7 1/ %%
r - _ // WILLIAM T.MIZE DDE_sB cr / • m� 1�a I �l/! I
-L-PC/4+43.23 �` ig
//
TA
�u //+' _ sEE MSSEE DETAIL A
PECIA " CH // END PROJECTIoN n" i i17BP.14.R.20501 � m;W ¢. ,,BE -L-STA 18+00.00
RAYMONO COSTELLO / ■ N� GiH,iGP M 04 TEMPORARY CHANNEL CHANGE / I
-L-PT 13+62.90 / `
p'I I i� - ;IC L ES THOMAS EDWARD BENNETT WITH GEOTEXIILE LINER
-L-PC 13+55.70 �` �
�': m 41 IMPERVIOUS
DETAIL
BLUE PmE+MOLLBTµ
��' ) BEGIN PROJECT RBr3, . ,,-A A r" r E
17BP.14.R.205 2.4iMA /GP•
•
-L-STA 14+00.00 LB ME / o� A s+sz TO D.L�IM /
`°BBrE9MMB
_L n
''' * ,! \1\17
9f/Z+2/'°1s 10, I 22
I

Cherokee County PROJECT
l7BPJ4J7.205 EC-6/CONSTA
O "0-" Bridge #190182 N
AONnP�ASfa 20+19.17 HYDRAULICS
ENGINEER ENGINEER
,' A=23"09'55.7"(F 0
D=23°52'23.7"
L=9704'
T=49.19'
R =240.00'
l INSTALL MATTING IN THE
PROPOSED DITCH LINE
-L-CURVE DATA 1, -L-STA 15+83 TO 16+34 LT -L-PT/9+2432
EST.30 SY -L-PC 19+6998
l'l Sta/3+5930 Pi 5/a 15+75J4 PI 5/a 17+9803 -L-PRC 16+63.86 - 1 _os ENGINEERS
A=2'03'462"(RT) =79'00'275"(PT) A=33'55'01.8"(LTI '''^''eTTE
D=28'38'52.4' D=3548'35.5" D=13°01'18.4" � - BnaIH BENCH N. Gr SHELBY,NC�800ssr
L=720' L=220b3' L=260.47 onr."i.i srr4sle l'No..o—ovs
T =3.60' T=13/Bl' T=134.17' g m�R FIBER O ALL
AN
=200.00' R=160.00' R =440.00' MATrwc-zs r AN COBODRN
SE =0.04 SE =NC For Slopes Excavated Greater Than 10 feet MARYOL.MANN TA R'B� -
DS =25 MPH DS=30 MPH Install Matting for Erosion Control on \ / s TAW LANDSCAPE* R M�"TL RAC -L-PT 20+67.0/
Entire Slope as Work Allows. EE N.N ?RAVEL i Z%
S DETAIL OEHru�n EST. u RAProhilncN `.. �, uTE vLI c , I h'1\�' NA 8 2011
LATERAL GI DITCH CVSW:S T 1 .MP D
M Cu BNCH wow aL 9 P3N Mf.B o IN" �-t S'
�.., J "' ,N. a ,Nw 02 & ��\ // �LIF PPR4 T 4`p ao�ii, H`\1� p��
17 ROCK
-If BrA,T+BB r0,T+s.LIT - ,(see zsq R KENNETH RONALD PY NT `. �� 0211.1"--0.1F \ BETAL / j
L Si EST Bu a� aB 0.i \A,_ PE * Tt
:i yLeYALANDSc , F�� I
sr DBARpo m. H w H.—— gross, sv u. +. � , �. *, A *END FOPS LANDSCAPE
/�� /9'/ -'', �„
— Wiz' •011 ." 1 4 �".� �m"� %/ /
�,� �- TZ :I:
, � i if 47ir2' y `�;1�� i i i i
LT rIi3��c�e gIs
BBE zB Y ) „.,,,=,,
-L.-STA E BOE_6B r BB LT ®g � re I J /; //%
?1V �r © // WILLIAM T.MIZE
/4 *4li/1" /
-L-PC/4+4323 �� ova: " cH I
;�� f'�� e i i END PROJECT
t4': , 0Hs� B // 17BP.14.R.205
`rRor.x
01 -L-STA 18+00.00
�I $$$ E / /
-L-PT 13+62.90 RAYMOND COSTELLO L '/1 a A A 04
-L-PC 1315570 8 pCC illr110i �Bn('IFr`✓f% O
44 m�m OMAS EDWARD BENNETT
�� I I
111 BLUE RpOE MWNT4N
I
'I BEGIN PROJECT °'B`ACNBN.+) 17BP.14.R.205 RBTRB.o( 1, sL-STA 14+00.00 RB ' WA IBNBPlace Mat}ing for Erosion Control
on Slope as Work Allows.
-L-Sta.14+50 to 15+50 RT
o7SPlS/a 11+27.82A=24205.3"(LT)0L-18938
33.0=95.84' 8OS R=500.00'J
/S I
'-'' i
pR /
NOTE:
UTILIZE SPECIAL STILLING BASINIS)AS
STILLING BASIN WHERE APPLICABLE.
DS
[ et5 2/16/2021