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WPO201700077 Calculations WPO VSMP 2018-10-18
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I HI ^ ! 111 :11 / } { k■ c. , :1111{ , : ■ ! ) 94 : 11111 ; ;f: / - \ _ = { 2\f ƒ ! § / § 8 ! § § \ 8 t / ! ! / ! § ! : § w : !: § 8 8 8 8 : 8 z , 8 , m : \ 0 = a , a a , , , , rg f ! ! ! 8 ! ! | ! ! / ! § j; 0 j § / ) - . ) ! ! ! t !! > t ! § ! ! § \ f ! ! t , : < ; ; _ _ - / ! f ; ; . ; , r = ; r : QOW \ 00 a60 / oo oo _ _ _ / \ kk \ 0 0 0 ° , _ � - ` _\ ( ! . . / \ : ) � r, § 0 0 0 0 0 : 0 0 0 — 7 ) | e 556 ff7 / , _ _ o § 2 § ( k2 ; ( j ,% §ee §! l § $ m @ ! k ) ` k 9 2 ) A . . }i _ - - _ ƒ _ { \- - - - )�! - - / \ - - / \ { )\ )}!!; ) } { \ \ \ \ \ ) - \ ` -.,-= - | } i ) ) ; ;, \ \ 1 / 2 / 2 2 ` 2 `z i' 2 0 \ .g ' 8 T. ! 0 ! 4 \ ! ` « » 2 § 2 " i , ! : ! ! § : : ! I ) ! ! ! . , cr 0o00 \ 0 _ *7�± B «\ - - - Z! § = = z o0 0 ( ( \ \ - < !; \ U\ g � k Wi § 2 ( § ( § 22 { _8 88 ! § § § § / ) co J ;5. \ 0 \ \ 82 § k / ! 002 ) K § 2 ., § , 2 ; | ; Y. § \ ) j } 2 � } }\ } \ 2 • \ \ : Site Results(Water Quality Compliance) -lr,•a Chocks' a L I E>. I i.an ) ., a a I KE A I I OK ( _ 1 r 1 I I j ( Pt CA OK OK. on I Site Treatment Volume(tt E? Runoff Reduction Volume and TP By Drainage Area 1 s t 1 1 0s,_ 1 nuLL ) J 1 1 1 1 1 1 1 1 1 1 Total Phosphor.. total Nitrogen(For Information Purp Dry., cr+ Runoff Volume and Curve Number Calculations Enter design storm raInfall depths in. 1-tear storm 1-vear storm 10-Year storm ) 3.. I 3. 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Cffina 1 year storm 2 year storm 10 year storm Mameee-ineN with no Runoff Reduction• — eV,,, Entiffert/witenai with Runoff Reductmn. 0 Go lirldpoted Cff 0 o 0 ••• 'See Noles above I I 1 Drainage..I *50.15 650110 050,1, 010.10 miff Al.1.0FES1 000 0 00 YgMthe nor M CN ff, 477/e.44 storm vear storm 10Near storm ; (watershed with no Runoff Reduction' 000 0 oo 000 (watershed inchLwith Runoff Reductums 900 ••• a co 000 cn• Drainage Area C A Soils B Soils C Sods Sods _ Volume IN ,0 CN 1 year storm 2 year storm 10-year storm Maromed vm,mth no Runoff Reduction 0 N mmenme flab)with Runoff Reduction• ;. Adjusted Chl• Drainage Area D A SPIS 8 Sods C Soils 50115 utul Area larref C On Runoff Mara,. VM".• tral to be onamOimanagrol 3 year storm 2.year storm 10 year storm owner..vox)with no Runoff Reduction• 9 N. (wirrershed4n4n1 with Runoff Reduction' 1. 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Prepared by: Clint Shifflett, PE Timmons Group 111 W. High Street Charlottesville,VA 22902 434.962.4337 N -404/1 H pN O CLINT W. 4 utS F LET 7 ‘11,L, Lie. N ,s43$S 8-7/18 fe Cs • ��i`rj0AAI. ttoe Table of Contents Section Title 1 Project Narrative 2 LD 229—Storm Sewer Design Computations 3 LD 204—Stgrm Inlet Design Computations 4 LD 347—Hydraulic Grade Line Computations 5 Virginia Runoff Reduction Method Worksheet Summary Project Narrative: This project includes the redevelopment of the existing Woolen Mills Building, construction of associated parking, utilities and stormwater measures. The total limits of clearing and grading are 6.54 acres. Water Quality Compliance: The disturbed area of 6.54 acres was used for the water quality analysis. In the proposed condition there will be 2.67 acres of managed turf and 3.87 acres of impervious cover. Per the Virginia Runoff Reduction Spreadsheet, this will require that 4.14 lbs. of phosphorus be removed per year. This removal is being achieved through the purchase of stormwater credits. Water Quantity Compliance: A. Channel Protection: Chanel protection requirements are met by conveying the 2-year, post-developed peak flow rate via proposed storm sewer pipes without causing erosion to the system. The storm sewer system outfalls at the limits of analysis which is at Moores Creek within the FEMA 100-year floodplain. B. Flood Protection: The proposed storm sewer system adequately conveys the 10-year, post-developed runoff to the limit of analysis. The limit of analysis,per state code 9VAC25-870-66 (C.3.c), is at the storm sewer outfall at Moores Creek, within the FEMA 100-year floodplain. Per state code 9VAC25-870-66.B.4—the total site area of 6.54 acres is less than 1% of the total drainage area of Moores Creek 224.65 acres. The total drainage area for Moores Creek was obtained from the Virginia DEQ VEGIS Home Web Map page. 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O O - o O O O O O O O o O O O O O O O O O O O ti .O a` o w o O J --' -- N O O oO_ O O --' -- -- N w w L., .O N N v, v, 0 00 00 N O o -- a` a` .O .O .O J0 N r CD O 0 o 00000000000000000000 7 0 n 0 O 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 ,n & `� m y L.) N A W O O W O w J -- -- W N N -- -3 O. O. D` s5' A W 00 J a• a• .O .p O• D` N J - U -� O J U J N U a. 0 o 10. ., CD tD Q Q op op o O o N W A O O op op O o O O O o - z C `< 6 - w N O O N w w O O O O N O N) - in - --' J W -' U --' N U .p U -.4 -4 -4 -4 N A U "h -.t r- f. O O o O O O o O o O o o O o O O o 0 o O O o z r n 00 w A .D A A O O O N 000 O coJ 60 00 N a\ .Op O. 000 p p ioi `- a Cr"' Z _ pi Z p 0m 1:, v, A J ;� 4O -) '- .O a\ A oo .p W w w w r m m J •O N J W O 00 •�, J O• U .p W C W O U w U 00 00 00 O. C/] C r /� 00 W w w v' 'C J N A -3 .0 W A A a\ U a. oo U o N A g 5 I (n N -- N O o O -- w N N O O -- o o -- -- 00 --' O o Q "r1 t77 J -- 00 W W W J 00 a. N A J O• N Q` 4\ a. 00 00 00 A O\ O 00 U N U D`• w 00 Q` W a` -. .O W .O U 00 .O O N N A O• A W U W L, U N N - p --' o o N �) J A `� r J U O A N J A a` N •- C • Q` -, • .p U a. A N N .Ji ,l O J J -4 00 U A U U -- J 0 J A 0 A A 00 "" J 00 w rn * PO 117 oo a .. z v) - - kJ 0 XI C'' 4 IV o 00 Cr, A tv O 00 a NUMBER Z .., O m C7 CI 0 a 0 0 0 0 0 -, X (I) w w w w w w w w w w r O n G7 07 m to [o co to co W CO TYPErri 0 -I N) co o a a O' Q' a a a a a Cr, A m © 0 0 0 0 0 0 0 0'co 0 o LENGTH(FT;M) Z © 0 0 STATION m 0 o O O o 0 0 0 0 o 0 � bo A w o • DRAINAGE AREA _O 90 N o N v, W (AC:HA) O O O o O O o O O O O O O O O O O O O O O O im Ain A y LC J 00 l0 oc Oo c LAa a O U W O 'D O O O O O O OO O O O O oa o 0 CA- a oo VD 0 W w o vJ A N 00 a 'C J lll O O O O O O O O O O _ o LA 0000 a O w O O w O O O ON W O ECA J J N 'C 00 a 'C 00 J A A A A A A A A A A A A A A A A A I(IN/HR:nmi/HR) - - O O - O O O O O O ZI o N A A 0 o w A t" o w 0 w A Q INCR.(('FS:CMS) 0c 00 CO a N A a N x a as L M 0 0 0 o Qc CARRYOVER -.I 0 0 0 0 _-. 0 0 O o 0 C O o 0 N a (CFS;CMS) o - o O o 0 0 © QT GUTTER FLOW p J a - W A ll, -a p (CFS;CMS) 00 s.0 a N A O N 000 a a CD D O O O O O O O O O O O O O O C 0 O 0 0 0 0 0 0 0 0 O o 0 O S GUTTER SLOPE _ W W W W .4. A A J A A A A A N v, J O O O 0o 00 a O O O A A A (FT/FT;M/M) O O o 0 0 00 00 0 0 0 o O o 0 o O o 0 0 o O O o 0 0 0 0 0 0 0 0 0 o O o c Sx CROSS SLOPE N N N N N N N N N N N C o 0 0 0 0 0 0 O 0 0 (FT/FT;M/M) oc o0 00 0o co 00 00 00 00 00 oc C) w N w :/. ""' . w.-.., /--. . o LA A A J -. a LA J v, T(SPREAD)(FT:M) A u, A C A u, a N v, w J ,O J - N Ut - ,0 07 W a N N N N N N N N N N N W(GUTTER WIDTH) O O O O o O 0 0 0 0 0 O O O o O O O O O O O (FT;M) O O O O C O o O O o O O O O o o N i,, ill 00 i.n A ,D A N ;-- -- is... W/T N O J A o0 O a N O a A °v,° W ON 'Ni, 'C .Oo v°, �" A �° 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 o Sw(GUTTER SLOPE) 00 00 00 00 00 00 00 00 00 00 00 w w w w w w w w w w w (FT/FT;M/M) w w w w w w w w w w w A A A A A A A A A 4, A m O O O O A A A pO O O O Sw/Sx 2 A A A A A A Z 00 coo 0o 00 0o 00 _ 00 00 00 00 00 m 0 0 - - - 0 ip Cp o 0 0 0 o Eo(App.9C-81 0 0 0 0 o O co w o 0 3 w w w w w w w w w w w -I illC `n `n `n o 0 U. 0 0 U. o n D 0 0 0 0 -1 O 0 0 © 0 0 0 O Z A A A A A A A V, VS'w V/ LA , U. 00 GC 000 00 00 00 00 C O O O O O O c a a a a 0 Se N a a 00 a .. a N a a 00 00 W a "' a Ln COMPUTED J U A oA W Do ti LENGTH L1(FT;M) W A a 00 N A Cs a a a co a a L,SPECIFIED o a o a 0 o a 0 0 o LENGTH(FT;M) 0 0 0 O 0 0 0 o C'o ,0 - 'C 0 L /LT m 0) rn co, UUl, -- w 0 0 mZ 0 0 - o - 0 - O 00 ;a C 'C o L0 0 E(App.9C-18) J O O 90 O oo O a ,p 0 W O J O - 0 - - 0 0 0 0 0 in 0 Q INTERCEPTED in 0) o A o w A v, w o N - (CFS;CMS)ord/h I Z a ,0 VI N A J N 00 '0 a m -nm 0 0 0 0 O O 0 QbCARRYOVER m 73 - o 0 0 0 0 0 (CFS;CMS) -I N O W O J O N N N — — O o — '-' Depth at curb I IN; w N ' A • o w ix Loit C., ) 0uMM) a, A No 00 o W -..1 o O O Allowable Ponding rn rn C' Depth d(FT;M) 0 o O O o o Height of Curb w .... w Opening h(FT:M) 00 00 00 N m N N N C O 0 0 O d/ h 3 Z -1 T m 0 y 0 m 03 w AN "- Depth at Inlet(IN; 'G 0 O rn N- o MM) - 0 2 00 I. 0o w c A T SPREAD m SAG 0 ti CO a IFT;MI -I > CO Cd Y D CO H D CO Cr.) D CO CC 2 M = 0 w ci coa a 7 w V = w I''' ro 7 Po' w m OD 0 X- Pr , w 0 F 00 w 7C T.' 1-1. Po m - n' r' 'T a' a t" 0 a P• P• T n r" REMARKS o .T7 Xi E . O coo 71 A Xi A N o 00wrn A N o 1,4 00 NUMBER O C ''1 1- m O d d - O d O d b O 07 cd 07 CG CO co 07 TYPE M 0 O -I N co - - a a a aa a• a a A { c o 0 O o c o o c o LENGTH(FT;M) Z o 0 0 0 0 0 0 0 0 0 U) 0 STATION m • . 0 o 0 0 o O o 0 0 0 0 0 o DRAINAGE AREA C C O O :o IJ 003...3 W w N N N N 00 1 O N a a — a 'D (AC:HA) LA a a a O O o O O O O O O O O O O O O O O O O O a a a a - J a 00 A ? 00 00 C LA a a a a O oo co J J O O O O O O O O O O Oo coOO O 'co 'co A O — a _ N CA A a A 00 LA :3o oo NWW WW J 00 N a J O O O O O O O O O O O O O O A C O --• Oa0 a A 0000 O a O FCA a a a — J �'" oo l0 a oo N A A A A A A A A A A A A A A I(IN/HR;mm/HR) O O O — O O N O o — O 0 'co 0 N o a LA 3 U o ao o Q INCR.(CFS;CMS) • A A A A O0 N a A N oo C. M 0 QeCARRYOVER 0 0 © 0 0 O o 0 0 0 0 0 0 0 (CFS:CMS) C P — o o N O O — o N < N � 0 o c- aJ in00 — o A QT GUTTER FLOW' pO 0o A o o N a A N 00 0 (CFS;CMS) m 3 O O O O O O O O O O O O O O O K _o o_ 0 0 0 0_ 0 0 0 0 0 o O S GUTTER SLOPE _ 0 0 in- 0 0 0 `„ �' u+ W a vl LA A A A A ch (FT/FT;M/M) 0 0 0 co co -4 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 o b o 0 0 o Sx CROSS SLOPE 0 0 0 0 0 0 0 0 0 0 (FT/FT;M/M) 00 00 00 00 00 00 00 00 00 00 a N 00 W 14) o a in o 30 07 T(SPREAD)(FT;M) 00 co 00 co - — .- oo N O A O W J N J N •--. N N N N N N N N N W(GUTTER WIDTH) 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (FT;M) o O O o 0 0 0 0 0 0 0 0 0 0 0 CA 1D O A O a N O WIT Cr) A OC 10 A w LA 1,4 a0 00 CT 0--) J —I 0 Xi O O O O o 0 o O O O 0 0 0 0 o O o 0 0 o Sw(GUTTER SLOPE) 3 w w w w w w w w w w (FT/FT;M/M) co w w co co w co co co co D -I A A A A A A A A A A m 0 0 0 0 0 0 0 0 0 o Sw/Sx - AA A A A A A A A A Z 00 00 00 00 00 00 00 00 00 00 1..' M 0 0 0 0 0 o o Ho(App.9C-8) 0 so 'o a o 0 L., w w w w w w w w w C a a a a a i.n i. a a a a O O O O O O O O O O > O O O O O Z A A A A A S'w y W a a a a 00 00 00 00 00 O O O O P �+ a a a Se w — 'C a a o A a a A — 00 J J COMPUTED VD A 00 01 oN LENGTH Lr(FT;M) 14 th L,SPECIFIED — 0 a o CO Co o a a © LENGTH(FT;M) Smo - 0 0 0 N ' L/LT my" -4 N LA a oo W N n 5 x Z o - 0 0 0 m 9 xi w o w 4:o F(APP.9C-181 w tJ O a • 0 — O O N o O O N 0 L. i,..) 0 0 o, 1.A Q INTERCEPTED p) 00 a 0 © N 'O 00 N 00 O — Z N a N C^ '-^ '0 A (CFS;CMS)ord/h I D o0 o 11 0 M o 0 o c c Qb CARRYOVER m .17 000 0 0 -4 1.4 (CFS;CMS) o w o N w — N Depth at Curb(IN: '0o a " A 1,3 - - a o C w J N N A W a A W O MM) • O O • • Allowable Ponding a aa. 0 0 a Depth d(FT;M) 0 0 to 0 C C O O Height of Curb w w w Opening h(FT;M) co oo oo oo N of N tJ N N O 0 0 0 o d/h Z -1 NI N N N m - m N y 0 mw U o, 0 0. Depth at Inlet(IN; <oo GI O L... NI A w ao MMI r o N - Z oo N N o, °' A O0 T SPREAD /SAG o (FT;M) 0 J - M P 0 0 So 0) , T T H a s co a a W y i m w '�rl m a ? t� 'r o a m. oo �' y a`° x �' w C r x m o o % o o F ? F . 0 REMARKS -1 O O O - TI A O Oa0 A A O ccc 00 a A O D D p7 NUMBER C T z m o � d d d v o o � v v d � � Cn �o �o o - - o o c o TYPE r" r o rn 0 _ _ _ _ _ _ _ o CO N N A o o c o i i o i, o o LENGTH(FT;M) m 0 O O O u O u O O Z o 0 0 0 0 0 0 0 0 Cn . m STATION m (7 0 0 0 o O 0 0 0 0 0 0 0 O A rJ o 0 0 o A DRAINAGE AREA 0 0 0 0 O 0 0 0 0 0 (AC;HA) O 0 0 0 0 0 0 0 0 O o (o w w in it . . a C O O V, Vt O A O O O O O 0 O O 0 0 O O O O o 0 C_ C 6 C O C_ C CA VA, 00 LA A A ,Oi, N A A A O O O O O O O O O O O AO O C O _O O 6 O C O O_ O_ _O O O O ECA u, 00 A A A a A A A a A A A A A A A A A A A A A A A A A I(IN/HR;mm/HR) '9 O O O O O p C 0 c 0 c 0 0 o p o 0 0 o Q INCR.(CFS:(hIS) O 00 J a a N A a a a A m N _ 0 QcCARRYOVER O O O O O O O o o O O O O O O O O (CFS;CMS) 0 0 0 0 0 p o 0 c o QT GUTTER FLOW o 0 0_ t"' N a - ' (CFS;CMS) 0 u W A N a Si O N a a a O 0 0 p o 0 0 O C o 0 0 0 o O S GUTTER SLOPE 0 0 0 0 0 0 o p o 0 0 0 0 (FT/F T;M/M) O O O O O O ._ _. _. .- �- 0 O O O o _ - 0 0 0006 O o O Sx CROSS S O 0 N tJ 0 0 0 (FT/FT;M/M) N N 0 O00 00 00 00 O 0 o0 00 - _ '" N r in oo T(SPREAD)(FT;M) r O O A in O N w N z N O N N N - W(GUTTER WIDTH) O 0 0 0 tNi, 0 0 0 L 0 0 0 0 c o (FT;M) 0 0 0 p p o O O O 0 0 O O O - _ _ - 0 w o0 A w Nw,' 00 W/T N-I u 0 00 rn O V, t.'' 'C - .� 0o a O O 0 Doo c o Sw(GUTTERSLOPE) o 00 00 000 0o 0000 00, (FT/FT;MMI) D w w w w i0i w '.., t.' -1 w w A A A A A .73 A 'ppA O Opo O 0 0 Sw/Sx A A A A A A 00 r' 00 00 00 00 m o -I - Eo(App.9C-8) n c O o 0 0 3 0 0 w w w w l.' -I w w in in v, a D 0 0 0 0 O 0 O -1 O z O o S'w V) A A V, to 00 00 O O Se a a a a N COMPUTED x LENGTH Lr(FT;M) J L,SPECIFIED O 0 N' N'' iN„ - iN„ - - LENGTH(FT;M) 0 O 0v 0 0 Z m iN i, ULT m V) a o n Z mm q73 O O E(App.9C-IS) 0 0 O 0 0 0 0 0 0 0 0 o n Q INTERCEPTED Cn V) 0 o - o w N 0 - N (CFS;CMS)or d/h _I D O N a a a O A N a 00 — Z „ m r 0 0 QbCARRYOVER m _X O 0 ICES;CMS) -I O O 0 0 0 c o Depth at Curb(IN; ✓, a T ti o� -4 0o N a, 00 MM) O 00 - A 00 V, A w 0 O o o Q _� Allowable Funding a a a a a ^ Depth d(FT;Ml a a a a a a Heigh)of Curb Opening h(FT;M) V) DI ID O d/h 3 Z > H N m Oma O O V, w w w w W _ i.. O Depth at Inlet(IN: K 0 O J A A 000 in A U) M M) r 0 V/ - 2Co --t N N N N N , T SPREAD Ge SAG a w 0 N �t 0 o NNJ A o IFT;MI D lz CO -3 D m D CO CO D (O m D CO m D D 'CO Co D m m D I m Y m m w w w m s w w w d S s m w w w m !D r' n In n A rD g O _ r➢ O A rD O A fD CD n n - N O O N pp -,' 0, T 7f 00 w 7� Zc " OD 7C 7c' ', Y X 7c' ", P, T.' T. i w m F , w " P, m o c r 1� o xi r r o r l^ o t•" ? B ,. ? a iii A 00 b..) NUMBER 0 mm O m C7 C7 C7 C7 C7 m ci)O — — 4; :o ,c r r TYPE rn a -1 N W NJ N A -C iv iv C iv o LENGTH(FT:M) cn LA 0 LA co m m o 0 0 0 0 CD 0 -n STATION m . 0 o 0 0 P P 0 0 o w c DRAINAGE AREA 0 0 0— 0 0 ,0 (AC .HA) 0 0 0 0 0 0 b. O. A A . .D C w w U N N O O O O O O O 0 o w o o 6 CA N N .D p LA00 Cr. C LA Q. 00 `� O O O O O O O o O O O o oO C £CA w w A LA .p •- A A A A A A A A A A I(IN/HR:mm/HR) O o 0 O o O XI 0 0 0 0 o v i w o NQ IN('R.(CFS;CMS) 0 N N P N 0' A 111 0 (de CARRYOVER 0 0 0 0 0 0 0 0 0 0 (CFS;CMS) 0 0 0 0 0 o C in :1:. w QT GUTTER FLOW 0 ti (aa o 0 4 (CFS;CMS) 2. CDD 7 0 c o o c o o S GUTTER SLOPE 0 0 0 0 0 0 0 (FT/FT;M/M) 0 0 0 0 0 o Sx CROSS SLOPE w 0 (FT/FT;M/M) O 00 L..) LA N N T(SPREAD)(FT:M) L.) .0 kJ N N W(GUTTER WIDTH) N N O N O O O O O O O tn O O O (FT;M) O O 00 00 W/T Cl) A N 0 w in 0 O O o 0 SW(GUTTER SLOPE) 3 w w (FT/FT;M/M) N .4. m OZi A A Sw/Sx Z N 00 r m Eo(App.9C-81 0 0 C SI L., w -I N U a D O —I 0 Z S'w, Cl) Se COMPUTED LENGTH Lr(FT:M) "" L,SPECIFIED LA i..) Niv t.n N LENGTH(FT;M) n ULT m m 0 mm E(App.9C-18) 9XI 0 co 0 0 o 0 $- 0 o 'v, A Q INTERCEPTED CO ti ti o 0 1...1 (CFS;CMS)or d/h I TI T Qb CARRYOVER m13 (CFS:CMS) _I i„ iv Depth at Curb(IN; N 0'MM) 0 o •N Allowable Ponding 4).. c.•Depth d(FT;M) Height of Curb Opening h(FT:M) CO cu tC d/h F 01N N _ 0 m ; i, iil0 0 — N Depth al Inlet(IN; K Z w N 00 N .D MM) r my+ N �o 2 .i....:, �' T SPREAD Gr,SAG O D 00( FT;M( I j "3 > to G1 D CD a -i a W Co D > co o7 > to to = V N n n c. n n n V N n n -. ry FD" n n c. N n n m 03 00 01 T. T. 0, T.' X 00 m Y. T. W 01 T T_ * y .. m O o C" :" E r* o :- r. S '� r r o � C" :- REMARKS -I 0 0 co T A CD o x x _, x CD z n G --sop o O O o o O Oo CO V _. _. 0 0 V CD O J O) O) co O O • v (1 O v A O O O A N O O A 0 co W D A O N O N O co a) A N) O Cu Z Z V C) r m n 0D cn 0 73 CO D v CO m CO_ W_ CO_ CO CO W C.) CO W W C.) CO CO CO W CO W W W CO C.)_ W CO 0 CO O O o O W CO CO N CD N o O o N CD O O C Zr O CT -+ O O A A -, A A -, (D -+ W J N V O O A N N V H r - CJl N Co N A O -, CP O CP CO N -, O cD A O V A 0 J O m 71 7 m Z O -, A O A co -. O -. O 01 00 O Cn J O CT N A CO A O m O 73m O O O O O O O O O O O O O O O O O O O O O O O * H D • z N) N N N C.) Co W O O -+ co O C O > W W v C m m -rC O O O in O O O O O O o o W Cb O O W o O O O O O m 71r -0 p Cl) 0 0 0 0 0 0 0 0 0 0 o O W CO o o CO O o O o 0 o m O O i * * N C+) G.) G) W W W C.) CO CO CO CO W W W W C.) CO CO W C.) CO C.) W CD CD O 0 0 O W C.) W N N N) O O O N — — -+ -. 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O CO O N) O N Co W W N) N - - m m -1 CD CP -, -, CO O) CO CO CT Cn CO CO CO CP N -, N A a) 0 -. — A A H Cn O = CD CO co Cn U1 co co CO CO -a --• -a O CD CP O 01 CO 0 a) a) 0) a) o Z K m N O O O O O O O O O O O O O O O O O O O O O O O _ r 1 Cr, A A O O O O O O O O_ O N A O O O O S O 0 CD O 01 CP CP W 0 N) O -, N . J — N) O J CO J N O W Cn H A A 01 CO C)) a) J CO CO --, V CP A J (11 01 CO A CO V O N A Cn O Z CO 0 V -, W CO V CO CO W CO A O' Of V A CO CO W CP --4 0 A IV V CP O in <P GD O O 00 00 00 O CO �p o O O O N N W CT CP CT ('') A A. V N J CO O N) C.) N) V O co NJ CP OD CD V OV J Cn Cn W CO CO CO Co Co A A CO CO a) N) - O 0 -, O O 0 O O O O N) O O O 0 O O O O O 0 0 n A N O N A O G) — N Co W O A A N O O O O O N A O C 0 0-4 V CO O CO O O CO 01 CT N CT J 01 0 N O 01 CP (P CO A O A A N W CO CO Co CO N CP -, A C.) -, a) CO CP O V J O — CO CO _,CO 0 V (j O A Co CO Ni O O 0 CD O CD W W CO V V V OAC N NO Co O Pv O O J O A O N Co OJ) .2.1° s O O N O 0) 0 01 O O CO b (JO V O — `�O C..) 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