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SC-6 Inlet Protection (IP) Inlet Protection (IP) SC-6 SC-6 Inlet Protection (IP) Inlet Protection (IP) SC-6 10/12/17
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SILT
INLET CRATE
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E �r° 24 r r I. SEE: PLAN 'VIEW FOR:
pCw �i`, 4 I INLET LCsOATI.O x
hi F lr t� r OTE T{1P 11111 IN
SEE ROCK SOCK CESIGsN: Y i .;, �::`-? �� -IYPE OF INLET PROTEtiTiC Ni IP Ty 1P.2. IP,.3. IP-.4., IP.5. IP R.
E -'k `= _.,- , s lao�, SOCKDETAIL M.M. M.M. . ..� -� r . }
UET EL FOR 10ENTING•. OCfi ''%
FOR :Nc -:m E
ROCK t .; ..L OR J0q•
7 SQ.:KS •.. �' s SHEET " SIFT 2, INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER. INLET CONSTRUCTION OR-.PA\AN,.i
SOCi(S 1E1- CE DER 1&" CINDER. •-C . t : r fI
-'� #3€.OGKS' alaglillIMMUMWit: ;.QN 1 E• (PPE�E• 0Y7 IGAL-1r ,WI:I"IN 48 HOURS), 1. A P.NNl,r'�L_/RUNOFF: >Jr:ET ES ~ORE.CAS:,
- BLOCKS 3: .• ECB - §h35f.A t i3.F� Prr? t"#Cst.1PsCI TO .ONSET. :7F max"yr.
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FLOW �1.' f2 It SOCK K kr..ti. V-;,y �:1 MAX ■
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L _f_ _I - • _ 'srn,VY JURISDICTIONS HAVE IIP. DETAILS THAT. FROM UOFCD. STt;1QA .DETAILS:. .
} ___-_____�_ __-_,._ k MIN CONSULT 1i H LOCAL JURISDICTIONS IS rte. TO iGF?ii,I{ ge.Talti.:SHOULD BE ¢Js w. @H i3'
F ...1 ....[ .....,F.. • sti .'. -'f .sem`;: -:�:r � AREA ......./ r2. MAx OLIF"RENCE .ARE NCS-:.E:P,. ■ ■ ■ ■
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�: zCrzw ;�; rrt r' .....__.„ CuRp im...F, INLET' • • • t Ec 4 INLETPROTECTION VAh/TE;tlANc`F NOTES: .
�._ 2"sd' WOOD - SE;DON A - 1... CCNCE.NfRATEID
aruD • ROCK FILTER _."
OR ROCK SOCK
f CUf' •
1: INSPg'�.-.'`-i OMPs >A''1•#. a�i4.RK1AY.; AND h€AINT.1Ei/ 'yi•€038• iN CF`F CIIV ` �'#P''I:-E�1AT NG L'i�F*]itsLa'7�1:•
IP • MAINTENANCE Or Bs Ps: SHOULD BE PROACTIVE,. NOT REACTIVE.•1NSPECF S,i;IPs .AS:SOON AS.
iP- BLOCK ANDROCK SOCK SUMP ON GRADE.. (CSE: IF 1.0, •
IP- ROCK SOCK SUMP AREA INLET PROTECTION is N EhErRAr • PCIziIBLE (rAND .ALMA`S.WITHIN 24 HOURS1 FOt,LO+ttI'`:A. STORM. 11•IAr. CAUSES. SURFACE.. . .
• DAV I S
INLET P TELT{O f: c c I)] EROSIO E, .AND •PERFORr> I,IE. .t S MAINTENANCE,: . .
: ..._...._�....IP.�...-�..-5.�.. �..OVMEREXCAVATION INLET PROTECTION 2. " CL " O ERUaT80 MAINTENANCE ARE OSA FO hI.Al`TA4I : e
•E ''ECTIVE. OPERAriNL CONDIFION. INSEC ION . AND LORREC1r MEASURES SHOULD 9E
.
PARTNERSHIP 0L,,C c,. SQK NI.FF PL rSZLiNF1Li. EE Fr . . • � OVFREX .4.VAllO .NLFr..-.FTECf- ..._NSTALL TION -OT-S : �c����v-�� rl•�� �uU �r�: .
#, SEE POCK SOCK O STCN DETAIL FOR :NSTALLAT€GN U:RrmENi S,. • €c:-• S s S ] iP ti r 92:. Y� 7N Sf it lF
STRAW
, s: 7r 1. FiIS FORM 0: INLETPP07ECF7UN
IS PRIMARILY APPLICABLE FOR , , fH •AVE: NC€ •T. ! ROCS SOCK DESIGN DETAIL FOR INSTAL.t:1N HEQUIREMGNFa. 3. WHERE BMP ' HAVE FAILED, .RE:°AIRR CRREPLACEMENT 51Oi.1E,0. B . INITIATED
IATED UPC1
ARCH I T E /
T
YET REACHED F1NAL CRADE AND SHOULD SECSE ONLY. FOR INLETS WITH A RELATIVELY •
2_ CONCRETE "CINDER" BL-OCKS SHALL. 5 i_AIO ON )HEIR SIOF` r` ROJNJ L-HE ,tiiLEI N A SP1Al1CONTRIBUTING DRAINAGE AREA. . . 0f5CCRY3= T-:- FAILURE:. . ' . . . ' : :
SINGLE 7U, A3: rslhry ONE ANOTHER WiTHE OPEN ENO :ACI C AWAY FROM THE CLt3, 2. `TRA WArTLCS}S-EDIY:NT CONTROL !OCS MAY OE USED IN :'LACE OF ROCK SOCKS FOR R
1,1E:5 INoERV , a : -l5. :Va:1lE PcSEDIMENT CONTROL. . 3C DETAIL. S- . ACCUMULATED. UPSTREAM OINLETPROTECTION. 1ati $l REMOVED AS : 2901 Blake Street, Suite
100
• „ 2, WHEN USING FOR CONCENTRATED FLOWS, 51--1AFE EI:SIN
IN 2:1 RATIO WITH l.F.h1GrF4
3. GRAVEL BAGS SHALL 3'r". PLACED AROUND CONCRETE 6t,OCKS C€.OSS:L( A313TT]NG ONE • OR:ENrELT Tt)kV11RfJ5 OIRECriC3N OF FLOW. • NEC.FSS.\PY •"D MAINTAIN BNIP EFFECTIVENESS,. TYPICALLY WHEN STORAtE vilLu E :REACHES Denver Denver, CO 80205
ANOn-<-:,R SNO JOINTED TCG=THwR :N ACCORDANCE WITH FO...( SOCK( OEa1GN DET; L:. • . 50% OF CAPACITY. A DEPTH OE -6 ?WHEN SILT FENCE. IS USED. OR Y OF THE EIGHT FOR : 303.861.8555
• '-• INLET GRATE • • • • STRA=P 9.- :ES:.• •.•. .
3I1NIMU`~i OF «
S. SEDIMENT MUST BE PERIODICALLY REMOVED D F"FROM THE OVE:REXCA VATS D AREA,
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--• - - -,-, s_ FNLE7 PROTECfON i TO R,;',X.AO/ 11 i_.a�E. UNTIL THE. L. STPE.a.N€ DISTUr-s. b AREA €8 • Consultant
t lku SOCKS A.of'ftOx .3d CEO. BLOCK AND ROCK SOCK 1;'!LE'r w._._._ l n INLET GFHAIE PER.ia�t`a� .N LY STABILIZED, UNLESS THE LOCAL JURISDICTION APP-ROVES EARLIER REMOVAL. OF:.
J ---r- �".._...-ka i :'ROTECT1ON(SEE DETAIL 11-1-1) to 1 I m • 1 �! 11111
1N1LwT R0r C tieN IN. SI Rr E'TS'. JOB NO.:M14.0440.004
, SILs FENCE (SEE SIL •
rA
I FENCE DESIGN UE1t ) m 6., WHEN NLEF PROfECROihr AT AREA INLETS IS REMOVED... :THE DISTURBED AREA. SRALL EE
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s it ,C ,. {' ! 6 r c• s. c �.
' =x ,= .;:' !, ,Y.. - i _ 1 :_'_..,. MARTIN MARTIN
..yN... :,v.....'t�7i.,•,r.-:::�:, ,;:... 004>REQ 41€.## TOP SOIL, SEEDED AND. •4r.,LC'riEtl. c, sl?f�R tSE ..,EM IL E.Ts `: . �, hsl �tiER
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� .sr•r. ._ i^'� I..- r._.. r .-.,_................. 'APPROVED THE ..CYT--n+-�.. .LTi R S€ :'C�.-T':C� CONSULTING ENGINEERS
CURB SOCK ,..� :` L:_ • s .
s,.
` `,'"-w., Kr'"~' `t 'l-L . - • . .. .... •-- F i�^' �*s-� r i 0101 FAWCETT ROAD,SUITE 260,AVON,COLORADO 81620
LOGY • *.:C:':t . :`,:r,:..2:.,,-6-' I _ ..{- ..�...�.. : � . . 3'ielAE, AO.L G Mai r v3H -0F PAs#4^R. COLO LO AND 11. 4-i Ai.V3L 4,. CDLOF7.Z1. runt,LVA'_a_'3L^.iN iV3V 7,
- - 970.926.6007 MARTI N MARTI N.COM
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?MIT: MANY JURISDICTIONS HAVE Bk-IP DETAILS Ye•�[T JM` FROM l�Ji CESTANDARD
DElAILS,IP-4, SILT FENCE JrSUMP INLET PROTECTION = - CCU- I ILOCAL JURISDICTIONS TO vWlCDETAIL. s uLO 1 WHEN5• AIN 3'--5' TYP. STRAW BALE (SEE STRAW lP REtCFa• ARS N ,f. '^ -. BALE DESIGN DETAIL)Ds 0 a 0 a
. N1T• THC f)ET'AiL JNCLuDE . grtI TiisS FACT SHET_.1' SHOW: COM&ONL,` 'LISCD; •r2Dt £NTION:
u--2. CURS Roc SOCKS UPSTREAM O SILT FENCE INET PROTECnON INSTALLATTCN NOTES
r wrI,i=-MS OF INLET PROTECTIOM N THE DENVER : E''RO OUTAN•AREA. MERE :,RE.• ,:\NY.•
INLET PROTECTION:TECTIONPROPRIETARY INLET PROTECTION METHODS ON THE lNIARK'EF LIEWCD NE r-Il R ENDORSES NOR
I. SEESLI- CE,YCE DSSIGN DETAIL FOR i,�1ST �� oN UI E 1 Nrs. I P-6. STRAW BALE FOR SUMP INLET PROTECTION DiSCOURiCES CSE OTE PROPRIETARY INLET PROTECTION; HOWEVER.�R. Iii .T:HE EVENT.
CURB ROCK SOC: IN1_Er PROT CTION 1N51ILLATICN NOTES T : • PRO E'r:ttF' +1ETI-DOS :� USED,.THE APPROPRIATE DETAIL..FROM 1441151
D 2. ?OST", 5€#.1l•L BE '€iC A EACH CORNER t3; THE INLET AND AROUND fl-k EDGESE.#E INC::-U:?Ef). IN € K.E SwTP ANO. THE B+41--1 !.AI../SE INSTALLED AND ?41.AINTriNEl,::ta SHOWN D
• AT A h!A<ihlUBA SPACSNG OF 3 FEET:.. - tib ;-L: MANUFACIPJREH'S DETAILS..I. SFE' ROCK SOCK OwSIGO� DETAIL INSTALLATION Rk.UuIF;E:i<aE,N Fes.. .
..T+. ', -A..- e ,;;R -R `. .T •RaT.. - I!N IN.. 1..... TIN . ..
P r t cn c r Pc tRa 3. STRAW �'#.As TEES{SEDItiE it CONTROL LOGS 41AY 3E sJSEI? 1N PLACE OF SILT FENCE FOR IN a. SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE € S : O STRAW !EM 'SS FOR, INLET
2_ E_AcE•l1EN i nF" THE SocK a1-1ALL OE APPROXIMATELY IMAfEL`{ 3p OEQREES. FRO ENNcLi[}L •
I O EINLETS RI PERVIOUS AREAS_ 1N 5rALL PER SE€)N RENT CONTROL. LOC, DETAIL 1. SEE STRAW BALE DESIGN OErA:4 FOR INSTALLA ION REQUIREMENTS.. • • PROTECTION.. CHECK WITH; ?OCA:. URI3D2t'I;DN•'0.DETERMINE: IF STRAW BAIT.:.: :MIT;-s1 T;•1�, OPPOSITE 1giP...CT10�7 OF FLG�V.
PRCTECT€ON:iS: ACC:EPTABI.F;: .
•
3. SOCKS ARE To BE FLUSH WIT?'E THE CL'•R1..4 AND SPACED A N.IINIhtuti! OF 5 FEET APARt. . . • 2, BALES SHALL SE t3LACE0 IN A SINGLE ROW AROUND THE INLET AID I ENDS. OF BALES
DGHTLY ABUTTING ONE. ANOTHER.
4. :1T LEAST TWO CURB SOCKS IN SERIES ARE REQUIRED UPSTREAM OF ON-GRADE iN1LETS,
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• JUNE 30, 2017 • f
[P-4 Urban )-Drainage and Flood Control District November 2010 November 2010 Urbaii Dcailta�e arid: Flood Control District tP-5 IP-6 Urban Drainage and Flood Control District November 2010 November 24 1 t : •• 1i'l7t T1.I)tai tia �atId Flood Control District: •� f.P. �C rban Stor>;ir Drainage Criteria Manual Volume 3 Ulrban Storer Drainage C'riteriai ': • anual t'olume 3 Urban Storm Drainage Criteria Manual Volu e 3 •. Urrban Storm mirage Criteria 'lanual L''+_Time 3 ••� VO
•
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Sediment Control Log (SGL) SC-2 SC-2 Sedinnenit Control Leg (SGL) Sediment Control I,og (SGL) SC-2 Construction Fence (CF) SNI-3 Original Issuance Date
PERMIT 06/30/2017
w_.._&la__srs,.____tri____ .7
CENTER STAKE- IN CONTROL LOG
•,J Revisions Date No.
-
Tf'� VCiI aCt'
C I� ° DIAMETER (MIN)N) S.F..nNEhNT'. 5:Iwi"`:1. L:] i3NS? C�TE5:• CONSrRU:'rlON FENCE MAINTENANCE NOTES
• • • ( S L r. _,.w..r.---- -- S D MEllI CON FROL LOQ
FLOW - ._ •f; 5 PLAN w'f 4+J z' Ft• Lt4 ;it1 AND LCKC l€ t1SEDIMENTCONrROL i�3` t. INSPECT B3 res EACH WORKDAY, AND MAENTAIN THEM IN EFFECTIVE OPERATING CONDITION.
�LriOE LSO esAINN RACK w= s0L3RM MAINTEI�1ANCE OF EJ14IPs SHOULD BE PROACTIVE, NOT REACTIVE. 1NSPECT SNP AS SOON AS
- k = S^ 1_: SEDIMENT CO.4 RCE,. LOSS THAT. ACT AS A PERIMETER CONTROL SHALL, RE. ;:NE:NI-.,ED PRIOR POSSIBLE (AND ALWAYS WI i HEN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE
111111111klit3" x lJt3" x 18" (MIN) \.. q 3 CAM,. a;.l.. Cyr.)
WOODEN STAKE I ` _.,, •..�.._, CD .NY UPOR.at17EN.a s.,,.�1 O---aISCURSINO. AGFIVIT E:S,. EROSION, AND PERFORM NECESSARY MAINTENANCE.°v{t4. ScO\4EPIi OCIIVridC)l.. LOGS SHALL. CONSIST IST O STRAW., COMPOST, E3fCE:LSi OR LOLOi1l.1T 2. :REOLIENi OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO AA#NTAIN B3„IPs 'sN
III 9" DIAMETER (MIN) -__ FIBER, AN`D SNAIL BE FREE OF ANY NOXIOUS �'iiEEO SEEDS OR DEFECTS INCLUDING RIBS. EFFECTIVE OPERATING CONDITION. iNSPECTIONS AND CORRECTIVE MEASURES SHOULD . E
l
SEDIMENT iMENT CONrf2OL LOG -...-- ---`----.. HOLES AND 0R1?i.US.WEAR', DOCUMENTED THOROUGHLY.
1. 3" 4' MAX. 4-< 8EDI 4 'I'e CONTROL LOGS MAY Si i.ISE.) AS SMALL CHECK DAMS IN DITCHES AND SWALFS. 3. WHERE 3MPs HAVE FAILED REPAIR OR REPLACEMENT SHOULD SE INITIATED UPON
*V CENTER (TYR., HOWEVER, THEY. 51.10 l L NOT BE USED INPER"4: ?Eli. RE.N C lZ r if�'E 'EM I€Y €D AINl:AGE DISCOVERY OF THE FAILURE.
6. SGL-� _ EdMENT CONTROLLOG: AT BACKOF CURB � a :
[31AM. >' i';;':''`::%' 4. CONSTRUCTION FENCE SHALL BE REPAIRED OR REPLACED WHEN THERE ARE SIGNS OF
'=' ` '' 5: IT IS RECOMMENDED ''HAT SEDIMENT CONTROL LOGS B . TRENCHED INT;! THE GROUND TO OAUAE GSUCH AS RIPS OR SAGS, CONSTRLICTIGN Fl---.NCE IS TO REMAIN INE PLACE UN TIL. THE. FLC}W "• CF 5CL a€Af.i, •-;'i;-.c..,:r:,r.,•<N NOTE: LARGER CENTER STAKE
SEI :z:i.,: c;:`r" :-: ':'' - A DEPT OF .APPROMIii#ATE Y ? OF' THE DIAMETER OF THE .OG. €F TRENCHING TO :HIS UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JLUR:SOICTION,
(TYP ):,,; t};Ah1ETER SEDIMENT € WUN1iPrLL LOC: OE'ITH::'. IS: NDI' F'EASIRLE. ANL,-./OR DESIRABLE (SHORT FE,- 1NSLLL&TIDN WITH OESIRE'.NOT To
,::,,.,,�,,..,;; CONTROL LORE MAY
" ' E " ,_,. LANDSCAPE).
LESSER .M c• -,L : ACCEPTABLE WITH. O'• W. N ' N T TION F N CS ARE R M V" A I ,UR ` AR" A F IAT " W rH THE
• _ _ J QE�,3#=rw� „r..,wl U.t.'��E LAiU:��4l�E A •#R�`�t..1I.NTi DEPTH PAnY BE. AL.Lr`s'r�1�LE )�,T... MORE R{78USF: S. ik LU .� UO E. C,. fi I, � LD, Ll- � a QED F-AS aS.JC (~t1 I
..��%:;;•::i:'���' ,';•:1:+.'S�`�.r. ,. ..,s. ..,.. ..,..,./,., NEED T{} r✓� I ^. '� vw,l.n : Y, -
I TREE LAWN ,F.. ..,A:..'I '. . . - INSTALLATION MAINTENANCE AND/OR REMOVAL. OF THE FENCE Sl-+AL:. BE COVERED 'WITH
><s .-....,.r.:%..;;%-::?:< .. <; :' ''c'`t:% :::_:,.f.•.;.:.•,•,:,.:.... .......,.. EMBEDDED DEEPER. • •
-:;';:':;:'> •••;:,;:• . ;, ::.;-•::;.>::r:::.;. ',i: ;'•' r (TYP,) r•t ',W TOPSOIL. SEEDED AND MULCHED OR OTHERWISE SF IMIZEJ APPROVED BY LOCAL
.;!r' B. THE...I-IL3 SIDE Of D-E SEDIMENT CDNcReL LOG SP:tLL BE 3ACKF#LL4D 'WITH. SOIL THAT JURISDICTION:
..i.„....t410
:. .: :;:.:' ' FI.{1Lti IS FREE OF ROCKS AND. 0E8Ri S.. TI-EE SOIL SHALL BE. T>DL-ITLY COMPACTED I'sIO T ?E SHAPE
• • _ __,: .,: ; ; - - •
OF. A RICHT TRIANGLE USING A SHOVEL OR WEIGHTS) LA'4� ROLLER. u�,r�=.
MANY JUR:SDCr#ONS HAVE BMP THAT VARY FROM
•
UD
FCD STANDARD
DETAILS.
• CONSULT WITH LOCAL JURISDICTIONS ASTOWHICH DETAIL SHOULD BE USED WHEN
' I IN • : OEkA
' _ FOLLOIa LI A:NLF.ACTLRERS' •GUIDANCE FOR STAKING,: •IF ;`v ANUF'ACTLE2E12S' NETRi CT1CNS DIFTLRENCES ARE NOTED_
<;t-. - L€3 t4.D, 5. E€.fF`� ..F,�LII~t'v =Tr��S `�ri..�L�.. E3L PLACED. ON 4` CENTERS AND E,4#�Et�'•.)Ef� A •
. • • • L.. - - = W T- FR la ': rl EI COLORADO, kNOT AVAILABLE 94 AUTOCAJ
DST L 1gAF t.4 [3 TOM OF F R Er♦.
Ihd�s"'.%S:' 'art_ F , .' `r, . ,.: ,'•'� _
OF. r
CIC ac s r s •I'
HE:o[E�ilA,4;S:•�. �. �'s" ;N:O "?Ir �:aOi�[�`.�'.. .i" )' .. S.:c{4 a _ P.�s FcU 6� FROM '"!r TOP t1r:
. CENTER STAKE IN CONTROL LOG -.; . . -
-.. . THE. 1. �. � !• �
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[; STAKES. r�3r1" ~F.' ,4 F a' ft TO � rt KiI,..N SHALL E;? 'C
tia. Sr �a € a a !, sr toBE. � W,
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O PAP Ac TED XCPVAT'E.:f3 3M. 111 9" 0IA;A?'TEri '0..0N) SEDl,MENIT' CONTROL EQ.' 'HAINrE.K.NCE Nr)TE3:
TRENCH Sal, SE0imENT CONTROL LOG
3fs DIAM, SCL YP ACL-3. SEDIMENT CONTRO ... LOG AT SIDE AI.._K WITH �� -; � � n� Project Information
• FLOW - ,,- (# }' is iN_, LT .€r s EACH `xYORKDAY �ATN D MAii TAIN€ THEM N ri ECTIVE O RAT{ ;0 M,,Nii €il0i4:.
--14 ..-..,7:,� ruLAt-iiENANC:E OF BMP-. SHOULD..,.... BE PROACTIVE, NOT REACTI:''E. INSPECT BNNPC' AS SOON As
•
_..w TREE I�A fN FOSSSLE (AND ALWAYS 'NITHIN 24 H0LIR5 . rDLLLCIWIND• A STORM THAT C.AJSES SLI F AGc
• ✓='''.. r '<. . _ f•• 1 • EROSION;ON, AND PERFORMNECESSARY MAINTENANCE.
f
D . 0„ STf�KIh€� :t€. 4' MAX, _... t 2. FREQUENT OBSERVATIONS AND ;!. SINTENANCE. ARE NECESS.'•RY TO 14A..INTA€N:: APs .N.
I 004 CFNT R. {"t`P,) �w: EFFECTIVE OPERATING CONDITION_ INSPECTIONS.AND CORRECTIVE MEASURES SHOULD BE
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SECTION A � r� Aa •
: .. WI .. oAJ . IA1`o Ili ; VARES ;^i:k_N,IIINC DISCOVERY
THEFAiuE::
SII :.i.ON S'.-.O?E I
JO •
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. ... ,T. SEDIM?.=.NI ACCUMULATED UPSTREAM OF SEDIMENT CONiRO`•_ LOC Shs`:Al..I 3i:: REMOVE=D. AS:
(� E2" Ol'ERLAP 1-` • NEEDED TO MAINTAIN FUNCTIONALITY OF THE LIMP,. EYP;;AIL?Y: WHEN DEPTH.Of ACCUMU,ATEC .w• ti
MIN II , M y P i^ r THE
z ( f F SEDIMENTS. A' F'.,3�i�1 ,Ft Q rl� € I F GETi SEDIMENT c s3AiiROE LOG:. • L{�
iCO
• 1 x ll1' x .S" (MIN} Ili! W
O I NOULIEN STAKE SEDIMENT •t 0`4T C}L COSHALL X35'. C41(14EL� AS E END CONSTRUCTION.: IF U ] DISTURBED I lRLED . 5 EXIST. AFTER r E�§C}YA T'FiEY SHALL 8E c:44OF NTH TOS• SOIL D t?:
14 z � s .- , 1 � • OD
z :,. in �• AND i E t.C.'.'.H.i^ OR OTHERWISE E STABIL IZED IN A. MANNER: .:'4' FOV:EQ I-1Y THE LOCAL • . .
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