20110387 Ver 1_Report_20110516

McNeely Associates PA
Landscape Architects & Planning Consultants
H-6 Rolesville High School
Hydrology Report for:
P
SsoC?
.•?`?N C
i
6
1

. a
O
.• i
i ?`wv \\
006
101
Wake County
Public School System
Raleigh, North Carolina
(Revised)
April 13, 2011

0
i
n
i

McNeely Associates PA
Landscape Architects & Planning Consultants
H-6 Roiesville High School
Hydrology Report Sheet Index
Tab A Storm Water System Narrative
Tab B Watershed Maps
Tab C USGS and Wake County Soils Map
Tab D Soils Analysis and Seasonal High Water Table
Tab E Bio-Retention and Level Spreader Calculations
Tab F IDF Curve and Weighted "C" Values for Pipes
Tab G System A 10 Year & 25 Year Hydraulic Profile
Tab H System B 10 Year & 25 Year Hydraulic Profiles
Tab I System C 10 Year & 25 Year Hydraulic Profiles
Tab J System D 10 Year & 25 Year Hydraulic Profile
Tab K SCS Routing using Hydroflow Hydrographs
by Intelisolve v9.02
Tab L Wake County Storm Water Design Tool

1 f 1 l i 4?_
3E, is ?s? y? <?,41 l,a? r•;1

McNeely Associates PA
landEcape lactn cis & Pianrar:g Ceiaa:l.ants
Store Water System Narrative March 17, 2011
Rolesville High School (WCPSS H6)
Background
This 143.26 acre site is located at the southeast quadrant of the intersection of East
Young Street (labeled Rolesville Road on many maps) and Quarry Road south of
Rolesville, North Carolina. The site has some Neuse River riparian buffers in the
low lying areas draining to the west. Soils on this site are primarily Appling and
Durham series (hydrologic B soils), with some Colfax series (hydrologic C soils),
Worsham (hydrologic D soils), and very small areas of Made Land (designated Ma
on soils maps). Slopes on the site are flat to moderate and the site is approximately
60% - 70% existing wooded. This site drains to the west into Harris creek (all of
the proposed High School drains in this direction), which is a tributary of the
Neuse River. The eastern portion of the site drains south into Buffalo Creek,
which is also a tributary of the Neuse River. The site does not drain into Falls
Lake or any other lake body used for drinking water.
Proposed High School Storm System
The proposed high school storm drainage system consists of conventional drain
inlets and concrete pipe collection conveyance. Including all roof drainage, the
proposed high school adds approximately 23 acres of impervious surface to the
site. All storm water is routed through a bio-retention basin with a secondary in
line treatment consisting of a level spreader with a vegetated filter strip. The BMP
measures are used to reduce the increased nitrogen load from the site to below 3.6
pounds per acre per year levels.
In addition, this high school proposes to utilize a roof water harvesting system for
approximately 1175800 SF of the roof. The rain water harvesting system utilizes a
vortex separator to remove sediments and trash, then into six pre-cast concrete
underground cisterns, which are tied to a wet well manhole with a submersible
pump. The cisterns are sized for 1.2 X the 1" volume of runoff from the affected
roof. Excess runoff is routed as overflow to the storm drainage system.
McNeely Associates PA
Land: cape 13r: iitzc:z & :-'1anr_Jrl Cars.c 1,an?s.
The captured roof runoff volume is then used to operate the building chiller system
and provide irrigation water for the football/soccer field inside the track. The
controller and pump/valve assembly will be programmed to utilize all the water
when season permits. When total utilization of the harvested rainwater volume is
not possible within a five day period after the last rainfall event, the system is
designed to pump the cisterns dry into the storm drainage piping system where the
rain water will go into the bio-retention rip-rap fore-bay area. There, the rainwater
will infiltrate into the ground (underlying soils are shown to drain in excess of 2"
per hour). The rate and volume of water pumped to the fore-bay shall be designed
not to exceed the absorption rate available in the fore-bay bottom area.
Closin
Based on the proposed storm water treatments and the overall size of this site, it
appears the proposed high school is in compliance with Rolesville storm water
management requirements. Nitrogen is reduced to below 3.6 Lb/Ac/yr and runoff
volumes and peak flows have been managed. Although the high school site is on a
phase one area of approximately 75 acres, the entire site is being submitted for this
permit. Future development on this site or subdivision of this site will require a
modification to this permit and resubmission of storm water models and nitrogen
calculations. However, this submission is in compliance with Wake County and
Rolesville requirements.
End of narrative.
Page 2 of 2
i
G
J
1

,

,
1111
28.61
Off-s
1f _
\
` B I I I I I Ili 27 1 17,,
?oR- CARp?
? ??c,GAPE •qR?y y ,
:W C-39!
2? r?.??b d?oo C.:)
r
ASSOC?
111111111011,`
POC #1
117 e17 Acres Total
11I1IIIII11111/
"\A CARp-1/,11
•?P ND3Cq
Q
Q
W
No. 1047:

?rN
, DO`0
`
''1111 I I I I 11111`,
GRAPHIC SCALE
400 0 200 400 800
( IN FEET )
I inch = 400 ft.
(fit
4 /_
i
I
1600

'`cJ ?'/%//i/ l/1111 1f11 I I 1 I I r
ICI, .t! ?-,^ ;.i?'?? i^,/J !•l,Jl.,?t,1 /, l
i /rllll/J%// : r? j X/ ?1 I I\t t `?\` `` ! l 11
I?i ? j/ryr J// \\1„n?\Q? I A??? \\ \\ \ ? rJJ1J1 \
y r??///%?JII , \?\\\ ,111
,\. \` t 1 ? / I r! 1
A• Pit li \461 tl111 1?? ,
l\_'ktl \ \?\?\ ?\?\It11 jllk IJI,1 !J'll
I 11? \>? ?! I J ? \` ? ?: `, 3?Y1 ? 1 I' I I I I / 1 , 1
IIII1/?J?.'1 /p^ \ ?p /IJA 1 !1? I \ / 4/1
I tiff
?tllll'IIIIIIIII?r7/ ?' r 'a/II Jl rlj?lll //l/111/1r//
(? ?/lI1/T+I!,r 1 rylll!ll!/?
\-IIIIIIIIlII1 (%
I I\??,a? ' ,':!J 1 I l l l j l , /Ir1'I 11,
° 1 1 I / r/(111/1A1!I
'1
`111/11?1 !!y4 rn111f11t?\?%'/`
j ktllt' J
, I
,?lvvv?o.???,?,//7//1/t11111iI il' /i 1 I1 I I 1 I
!I!
?`?=.i' >, `? 'f 1? \1>Il T )kkttlq!?II II ? ' ? ? I ? 1 I
.: 11 (I`I 11 11111/11
_
1 1 ? r . ? ? I I
Z. IW/1
Hr

p
2.87 Acres
Off-site
111 !!?\ \?
r \'IIIt115? ,\? f -
1111/lj`,aAqt I`\,`\
nT1 (ill ( Z \j11?\\\1 \\\\\ _
(I I I II I I ! ! I I \ \?,\\\\\!
\\\1!`\1\ Jll? l? r ? l/I l ? ?ll/r! Ik
I k 11 I I 1 '/ //i//? \
T 11
(II
^8,79 A???s1?
//?\\\A \ \I\? J I f
64s) I
r?_? .,,.\__-_JIIIIIIF??Jgll?c J ?1 I\\ tit ?\ti\\`\?!-•;?l/'
V ?1?'?°\?\``--_!j III( 1J/J??!! 1 1 / ? ~ - ` \1 1111 I -•,,1 \ ?_- - ??1 '-t
`?? JJJ?`?-^ ??I p?lry(41/r
? // ynl,--\? / IJ; 171 1 r
f I1 k?'llI ????JI/y I
?// r I 1 1 ?_j
Pj?1 ac )
rr)//,J1f I
l; I I tl
jlL
? I I 1
I
I
I
`lio
I I i \ \ IL .1111/l/ J 1111
r1JIlr .-dr1:.\\\??!\? ,11(r!(IliJll /
!/1111( -_ _ 1 II IIItI?I r..
Y,
!!IIk1 I 1 1' I' %%, .?;--- 11\ !!111 I k \1 tl? \\\\\\ i ?1J
\ 101,!\!`! \i! \ \ I I I I ll ,' ( It1"?\ 1!11
?111111111?111 v 111!11 /iii !?Ilt?l?l,A,1
1 /Ill( ,11 1\1?'`?"«11
,rl !!1Ili
.4 t
1=-
rp v u ,
??'H, rr/? l 1 I t
Jv°
°

J
1 1\
Ii I I
1!
!!
ryE.dec . -' ? II
lIM'1J? \ \ lr /ice 1
\ ??\`?\5 JII?I;II I/
1otal
!,\NA 33,Ac k 11 T
I ?11111; 1 ,\ \ 1 ' , ,5?1\\.:
4lk1111` \??\?`? \\• \
l
/ I/I!>? ?\?`\\\?\\ X11\ ?
I
POC #2 Total On-Site
3.24 Acres Total ?? ~ ~ Acres -142.05
ROLESVILLE
HIGH SCHOOL
1001 EAST YOUNG ST.
ROLESVILLE, NC 27571
Maly Coyly Public SchoolSyeam
5551 Rmk Curry Peed
RWd5 NC 7"10
[phone]
Arc~
RATIO AIChNeca, Inc.
135 E kNWH Sorel. Sua 101
P~, NC 77801-1371
(019)87131D5
lildeeeoe AndMN9
MeN-ly AxaiWC PA
5501 ytLWyDd-
R~,NC77517
(91N7824on
de.eaaEeoSyN
IIIC SWCWnI Enplnen
1015 WW A-
R~.MC7"05
(919)8373"7
CMIEnMN-
Bem, Nkon M Kennedy, Inc.
MID OyYW Nd R-d-Sua 750
R~, NC 27=7
(919)6911177
rayeBy?Nw.1.W?an1-uuea
The Wooan C-npeny
170 NNh Boy nA-
RdW91•NC7"01
(019)82"531
Reeling Cmudl
Safford ComuMiny EngbNen
13DEdn,91 San Dd
Cry, NC 27511
(919)IS13175
F-DeelBn Am9caae
SUB hl. Dye
Clw?, "C 25M
(7 )B 15,
Sager-ly
1100 GpW BBd
RWW9A, NC 27003
191918-13"8
O C
II NOT FOR CONSTRUCTION
CHECKED By f0?06
DEP
¦ 0
APPROVED BY
KMD
PROJECT NO. •?
1100'1
;;ay ? r E`er M,.
WcC RATIO TM na.?mu,
SHEET TIRE .
Existing Watersheds
400

1
i
27.83 Acres
,
Off-site
`r - -?? -
\t
,
0
POC #1
117.17 Acres Total
IF r 11 \.
2.87 Acres
Off-site
0.78 Acres
Off-site
1 \
/ \ } ,} \ \
p/1 1 1 I ` \? / , / 11IIII 1 ?1 l \111\\I `?\`}
//N ? r'.//, \\h\ } 1 + 1 ? ?+,?`??`? , \\ ` I / \111 ??` ?I IIII I1 } 1 I I \ \?,\\?\11 ?\
1 //I? I ll / } :?? 1 \ \ ?.? \ ` \11 I / \\ ?. IIII 1 I 1 1??\ ?` 1\\1+11 `?`?`
rq /r/ `, , ?\`\ . ?j?i 17`p` p\t+ll l 'llllrl 1 ;``\`?` . /Il\??\\,/rlr / ?`I 11111I1I \?
//• ? ,, \I L---+? \ \ \ ? ???? 1, ? 11/ rll ,r/?,\?\. \_ \ \\ ,/?l/ t 1 `1///?llrl
1 \ --, I , , 1 \ .? ? \ \ I III ! 1 r 11, \` ?I \ +}?\\ 11 ! !/ /rl! r k
??1`\}}Dill
1j115unin5y7
\ CAR
%c?Cp pE ARcy/'y9
:o
- :W C-39-
C, P
A Ssoc\
''''5111111111111\\
j 111111151551
O?q1A CARO(?ti
,
.?PNDSCq
?
9
•? ?
:',No. 1047:

D
\A ``.
'''7 O`V
5'`1
55 5555555
GRAPHIC SCALE
200 400 600
( IN FEET )
I inch = 400 ft.
I
r-
1
1
I
09
1 !I llr r /?/ `, I ? rltJ 1'a /r
\ = .i , }1\ 1 / ? r
ll
?i:?? i91 Irflil ??? ? ?rJ ////??i/i'/ 11 ?
)d//l ??? \`J// 1? ?=---ice` r I +, rlr I r' i'/? ?,.? r '
1 11r
sue`
1
I I
11
1600
I-----
1 II???/,J/r/% t: ,i\\1 III `Jr??//
I 1A
r dl IIIdIUllrll?r, s?,? r ?. r l t 1 r1 r ? l1 / I !
IIII;j11d1I rr,_, ////?,Il1 I I/r u
?iGl'i`l. % / /: r r I I` / r // Ill
rft0\` err/? llIZlrl
11? ' 11 `I
\t\,??..`„r/.ill l 1,1 1 r / i/ /l1 I b I 1 I
`\;`:;\ /, i ;; f`? I I •'I`1 ?? S II III
}10M 1?i1111q,lrlr{
`"' ? ?'_.? . _lllllil?,'/n/?rlll ?F30'A?S-tJdlr?Slte? 1
\ r'`??: `•--^I IIII //'r/41 I < 1 / / ? '" ? ` 1 I
rrIII ``,/Ill rte, ??`? \
11 f ll `:\\
//i ilrl ?r l? I 111111 }l 1
If /' -` 1 l r_. I I 1111 \ 111 \i
I/ /I
III, I j 1
1?1\ }
,IL
II ;
ice, r?S?f - l 111
°- K it n-, 5

su1"• /
6 ?, .?, , t I a}I I I
%, ? `\ I q 1 \ +N X11 \ ??
' ?II 1+
11 ? I , ?\ I 1 !
-site - ??79 A??sr, ;'1 fit
} ly??i??? ' ' `r I 1 I
1II1rIlll?lfllll '-??7R„t__'?.?•?? _ ??..
\ I I ?11?`41111 I I r i/
u\I11 }+?\?11\e? 1 Il??
' 1! s
?}111 11??? 1,,
•? o ?rll?..li
Ilf /
bn?yl

\\4,133..Acir1 ;Total
N N\
ir\ ? 1,I?I 5151 iil
?POC #2 ?.,
3.24 Acres Total

I
I
Total On-Site
Acres -142.05
ROLESVILLE
HIGH SCHOOL
1001 EAST YOUNG ST.
ROLESVILLE, NC 27571
2M
Willes Cwldy Public School System
5551 Rook O-ny Rood
Reh .NO27810
N19)SM-1500
AI.NYd
Arc
RlIT10 Mbe6,6N.
135 E MM S..I. Sub 191
R~, 14371
I
kaM.... ArtlKYa
McN-y A.socMw PA
5001 M~y DO"
ftfteh. NO 37513
(919)7526577
S-soms EmFr
LNC Struc3ur41 EIyiI
1915W.deA-.n
R"O. NO 27005
(919)S324561
CIA Ender
Ss-, NRon S Ken,.dy, Inc.
6310 0,0 HIM Rood, Sulle 250
R.leyi NO 27807
(919)S51MM
?? pony
TM Wehewn A
120Nan02
(919) n Mane

531
9.25I54.0m3,
6
5t.d1-DaaWn.
ShMmd Committing Engineem,
100Edibaeh SOUlh Dnm
Cry, NO 27511
(919)4614125
F.-sr31o
FooDosign A--MY.
5626 C.k Dd.
CInMb, NO 262!7
(704)5454151
Thooke, Contested
St.ysnorlu
,1000pld BIM
Rol.0. NO Mw
(") 830-220a
NOT FOR CONSTRUCTION
100%CD75
SHEET ISSUE 03.15.11

CHECKED BY
DEP
{
APPROVED BY
KMD
PROJECT NO.
1,002
14?.Kn"r?aoa??.
w?an,o, 9.a. -,,rm"? n
ue»mas,nc. wo,I9nue?
RATIO m .una[-
u
SHEET TIRE
Proposed Watersheds
SHEET NUMBER
i
i
i�
r^�
C
i

c} f ?'t ' 'll" P 3/ _ #,? I ,?, , V `-- L/, o'? i /?''-? \ `v'I ' r,l I J t. p?? 1.; \'•? r\? \° 1 iI 1 - /-'` u ?l',.\
):_ \ '? -- \ - ?? `` ?,r i %(`
( Jr \ _ J4? ,I n f ?y^:9 I l J! n S(( \)r?' /'\J
t a_ ?L_ ° I «(1 °416.1, ?? J t y /\. I ?. i ?, V?1 ?r? ' r? I i n J 1
,7.?- =`??: c •'I it ??`, ?y°?/??;? '{f ( j ??I /'/j1 f 1W;•?/? /J / \1'` h \ RJiG,? -?'?/? 3 "?J tip/ •1 11 55'
fl
i??
<y _10 v,T
r... ? ?.? J! r ? /?0 ?lf; i r '1 ?/ ? ??.?',1t (\?.?1\• f? ? ,- ? ? J ?-. ? ? i t ?i...??; t? ? (' 1• ~\? ? , .?- ?f ? ? `??11? rg? --
M ,II. a /e"(?"?,?' ? ?.??? e.,. - ° !.w`I< \, ? ? -. o tl r \. v , ? C 1 ..? ' t --. ? 6 ? ? • ? '^ i I f °jlr-_
iI ? ? ? ??'Ir?? '??`?'vI i,8' ••? ,-?• t ??!2?! ii 1`y??? ( \? v??I?l ???d' ? + p,'? 3 / y ? t /, ??;`\ (?
1 p J i" riles'-- ` a b13 In' i I?' 1 a a \. f ,.? Cem it 0 1.\
? / :? ', ?_S? ?I! ? ?'•? III \
( (/? 'll r 5 \i u `? ? ? - 1 ? 1 em I . ai ? . ??u ? ? 1 1 ti?? ? ?i -/„ ?I yV? ?, A_/•
iii ?r +• jj?lt n _.C? _?,, 350 ?. I ' ( III, ?y p? Jllt5k?" ?,??3°0 ?. y i .,/
If
?„ ??IV/?7iitl ` o7T,? nA?, i \n I Aral \ ^? ??r i (f ?.
(l `( / /?' r7 .1 V> v \ n • J l ut 1 n . 1 a `i l/1 1-.. I ' X17
em,
jnJ I r ?'! a ? j f ('N)'- 1 , ====gam " %j
_ l l ` 1 `? ,J \ \??\?'7?1r B
iIV'
\ , ? ? ti .?; , ? II ( ?`(?' ?,\ ?`,I ? _ _ fh l - ? ??, I • ?/?,1 , it °° .??? / 1te1'?
? \?:`1"ti's ' ? `-'1 ? ?? --?,? ?' ?. !11! ? . ? ? ,II ? ? ., ?' '1 • 1 , IN n ? ?? i ? ? ? _ ? / ??r j ? ' .?yt - ? ,' >? I em„ ? l r` I, 11 ` V"??.
?` •-, i ,?,1 '`?? ,? , N I ,:? ? , ? N.I? ; _ ? ? ? I?? ? •II ? '.-J??'I ? ?.. 3)q ?, ! 'k-=e 1 (1 ?, ' ???? 30 = ??_? i : ?? 1 ` 1 \.r-' 1, ? ?
?, ` _/,;y 'f JJ J -- t N 364 ?s } J y' \I (. 1 ?.? N / ` a \/? \ \/\? 1
1 It _, ?,•, I F' r ,_? It i )r-=F= ,.,- \ . 1 \ 1 'A ` II R '1 1 J 6 - j j r
?
??44r? ?i Ji ` v vI 1n 10 ?? 'a! ..,1 X50 11 ?' a t? _ ?? AJ %' Il
'I ?J I _ i ?., e?w, ? - i'II ' ? ?-•_ `?,.? I;?!' r-/. "365 ? ? e'j 1. 1- ? ?` r?? ?? ( ?.. Z
1,V?!f ,:t,,;I((f l ( \ ?. n Ii ( ?, v v..,.,:., IIO1 e -v 1.!1. 1 c°I j
'if ?l ??.:??, ? /" ? •/ p', - •r y rr ? r ? ? l- :? ? =`7" /'• ?? 'u '?? ?A?',? • ? ? \ vTem ? ?" /I, r„ I ?,
?? ru x==- ?I i I ?? ?e_.?-?? V1?•r? ?•?r? 4Q v -1V ?,??? ?I?j.' ?W
J, l i?, l I u I If tL•(`vti - l.% i v e. y 5 ?? lV 1 1 1,, ?? I ??? ' , • -- ,=a? '' ?^- \ N
r
`?"? 1!? ?-`i ? V1;!? I! fl ,r' ? --Cem• ?a, , r? ? ? ?° ly II'1 v..%' r - ',..?`- r ' l1 C d a s,l`?`l1? aI I ? ? ( r _ ?? ! ??
l? In (1?? rrl ;, 3916
399. I o? \A i I1t1,1 u 1 ( -- 1
?l,1., (If L /1 n b
?Uf `? / ft^' -t 1"? 293
t ??- . 4 I r/?u F c LI?? 8 ?' ( 1
?1?/? j ?, ??.-;ti_.,?? ?L lfl???l ? ?r ?i \'?-?` ?%1 ?'\ -- i ; ; 1' I ? ,o? ? ?i ?\? °???• . ;,9'?1 i.?? f r ? ?.`r 'Pe j e ?' \rv-% - 1?' ??",?
? 1 It I?? .??--?.?1 ? ! ? V ? ?-?? ? B ° ? ?'?''w ? Na,? w1 L ? ,?? • ? ? f ? _ I I v
?! .?)! ??,? ' ??I? ??? ?il Q\ v ?? _ ! '1 v l j 1 A \/ li?i U i /l' J? 3? ?? i? ??v??
-?lhr/I, I. i /( t(?'" (( I ?. ?„i l ;p Il`, •(? ( 3 /• II /•
v J .' :..? 1. , • ?1' I/ !I f' .7 ,1?i , -.,? t % )?11r 1
,, 1 / ' I? ? ` I H rl ? '' ? ? I I? a . ``??. I s0 ,? / ? 1 6.?1 ? ?/ , 1 i
r? J?l 1??? IV' ?I[ A , ?. - ;?? .•` t ( ?f?? • I II ?yti??n _ - n? (=_? ?\ ) / 1\
ilk"
3975
1
ua0/
J21 \`1 i ri \? ?r/ ?`\•?" % ---?.?? ? em , J%? g?. ? e, v4 /??' ? (. ./, N `i ?? ? ?? ? / 'rl,?,:
^f I I i ?, _ '?1 (J 'Cem, 1 'n '?J V ? 1 ?• ? n% t ? ()(' ' Z' i ? ?\??
??=?y1 ??'t?? ?I V C° ?° `-? / I?y? .^\? U ?/'I ?? I aG I = '_c?.-? 1 r• ' L `.?
? J
/
er
f1 Is ,; it u / ( `r.
v I `11I `U , 1,? - l u e
VF'
. 5?i1 y0?.---?-?? O ;' 1 _ _ , ., li , ; } -=____ •;
#a
Cem..°
ter' Q .A L?--? , N/ ?._._•_ • J? ?__ ?, ;? II :,I
(, it v"?q% If/ ° ° 0??1U ` w ?1?1 ?(j j?
%
• `?`?` (J? I" r ? I, ?,\ I d ? ? ? ?? „ J?? II ? o 't ? ( ? I ? c/?•? ? ? 1 1 l 111 _
-? f l i / J 1 i l I / ` , ` r? y I /fi (? ,rl 1(1 1 - ?J1 / J, `? 3974000--N.
^? \ ??, ?\ ?. - °-? s ° '. t ?? t1 ?? \ u 4 4 •° ?M tI t lV ?II :..,c. n ..`\ / Imo, ??
\,;.? \?J! ujP??l `?/?'rr •%7? 4a?? tU V: N f ?'? 11•' • '? 1 B?„ d M381 ?- V, `1. B? F
a
750 pp _ u /•^
a ( I\ ; , ?? / C °el J ?J CLIT Sao \ } o ?I /r ?J
in. ? `?` \ '??• Qn? ?\'?0 (lI\?/ ? `'I ?`\`?\? rte.. ? - - ?/ ?li? /1 ? \`l ?II.?' ??li ? ?a JJ 0 ny 'J \ '?
?`?n.: '' j 3' _ , ?1?1'?r?? 1 I? g `V 1?• I \ 0 'I ? ? ((? I? / °?,?`?- l?lr? ? V a \Y? .•?.. ? ?J 1?-k?,I)r?''/?-?-, ? ?\
.. ?? :?. ..? / .` ? ? II •?' 13B ? ??\\ acai < ??'. 1,/ 1 ,.?. r -- Pt \? ?0 ?' N /?u? I? I ?1 '} \ ?l
4'.k- ' -- "Cem. '??v?/1• ! ul ?N '1 ' °.` mac. \"j '''1 ?; ?',_?_ ' i;, ti -?? , ' ?? ?,,? ? ?.- Lr1 ?? /7? i
eryLl, 2300
\ _ 1 !/-?'_ .r?\ `'1?(, •s ° ? _?'.\? I 1 y. ?` ? I \ ? { ?/r??H???\.?- _ 1 ?!??p? ??'? ? O? ?J QN,? l??c??`\? ? ?
? ? r 35p /t I ., I C r d?? ?? v 100 ` 11\,JJI \ I I N ,.?Ir 4' I•. ,r?.J'?i
"L?? ?_J l / ?\ l \ I / f 1 35°52'30"
\\ \\?('? \ I• r; ,\ I'1 /I l `I TERIOF-GEOLOGICAL SURVEY, RESTON, VIRGINIA-tpPO
728 1129 27'30" 730 6 Mr. 7-0 us 64 731 (KNIGHTOALE) 732 1133, 25' 134 735 736000,E 78°22'30"
5355 IV SW
seam
P„ SCALE 1:24000 ROAD CLASSIFICATION
1 0 1 MILE
* 1 _ i Primary highway, Light-duty road, hard or r<o
MN 1000 0 loop 2000 3000 4000 5000 6000 7000 FEET hard surface...... improved surface- eti
taphs GN ] KILOMETRE Secondary highway,
1 5 0
6 ? hard surface. Unimproved road.
89 MILS 11.30' CONTOUR INTERVAL 10 FEET 'I Interstate Route U. S. Route 0State Route
27 MILS NATIONAL GEODETIC VERTICAL DATUM OF 1929
N. C.• )
're ROLESVILLE N. C.
(Checked UTM GRID AND 1973 MAGNETIC NORTH QUADRANGLE LOCATION N3552.5- 7W7622.5/7.5
DECLINATION AT CENTER OF SHEET
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PHOTOlNSPECTED 1960
Map photoinspected 1980 FOR SALE BY U. S. GEOLOGICAL SURVEY 1967
No major culture or drainage changes observed DENVER, COLORADO 80225, OR RESTON, VIRGINIA 22092 1967 PHOTOR 1973
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST AMS 5355 IV NW-SERIES V842

Lo$ LoD
?I
RoC APB
l L QD wo L
' N
Aa82
c r-
' LaD m
n
._ ?, APC • a
?
. ?AP
AR$ ? ff :S

C ? ?

Loo + w LIC LoB
p, I WkC

Y?`e
i N
t
• Ln
..ARC
/
! / f ?
??'kC
A ?
'vi
? ,?
?{
C

w?E w F
LoC a
to
APB ®? '?

LoD o
o
yy e
uB r'
T
?
`?t ,, c
'?. aPg
LaC WkE
?
v-2
`? A o
o
Di1C c
''ti :4 u, ` N Ir
?..r' ',:.'?
x ?'
me ?

,Ap82;
, v o
o
Due
APB2 ,?
1
Due
!
.
Dub a ; . ?? m
A62' ?
'
•..
d 82 n
?\ .
O4
0
?
DuC ?
i,2
? ?1p6 : tir
" r: ° } W
? -'
.
W!4 `{? ?,. ?

?
Lob
+

°
Y

N t A
t1uB
DuD s'
c S t

Wb
k DuB \ v
a tie

07 W„..a
.;:. o

o
?
` t Cn a
i z
r n Lab M)u82 ld? ?
A f 4 ;` APS2 ?. 4j ?''
Aee2 Cn ?" 1 . APB
it ,' !.?, Lob n ApC Log x y 4,
DuB
u _ Dub w r puC2
4 /' lrw? } •ti M r, • APB2 9 /1 A ; °._ : WE QG YIPC '
e y Cn
. ©v wa ,l ?' !'
riii o
uo
i
I
LJ
r
1
1
7

*S&ME
December 3, 2010
Wake County Public School System
1551 Rock Quarry Road
Facilities Building
Raleigh, North Carolina 27610
Attention: Mr. Rick Fichera
Reference: Seasonal High Water Table (SHWT) Assessment
Proposed Site U
Rolesville Road and Quarry Road
Rolesville, North Carolina
S&ME Job No. 1051-10-169A (CO-2)
Dear Rick:
S&ME, Inc. (S&ME) has conducted a soil evaluation including Seasonal High Water Table
(SHWT) estimation in general accordance with S&ME Change Order # 2 dated September 24,
2010 at the request of Mr. Keith Downing of McNeely and Associates. A soil scientist
evaluated the soil conditions within the two proposed stormwater BMP areas.
PROJECT BACKGROUND
The site consists of approximately 144 acres and is located southeast of the intersection of
Rolesville Road and Quarry Road in Rolesville, North Carolina. The site is identified as Wake
County Parcel Identification Number 1768553208. The Wake County Public School System
(WCPSS) is proposing the construction of a new High School and associated facilities on this site.
The use of two bioretention areas is proposed for stormwater treatment as a result of the
construction and resulting impervious surface in order to comply with State stormwater
management requirements as shown on the attached Figure 1. Use of stormwater BMP's are
subject to the suitability of soils on-site and regulatory approval. Regulatory guidance on
requirements for permitting of stormwater BMP's are provided in the North Carolina Division of
Water Quality - Stormwater Best Management Practices Manual (NCDENR-SW-BMP), dated
July 2007 (Revised September, 2009).
FINDINGS
The soil evaluation was performed with hand auger borings at various locations within the two
proposed bioretention areas as shown on the attached Figure 2 for Bioretention Area 1, and
Figure 3 for Bioretention Area 2. Our evaluation consisted of identifying and recording the soil
morphological conditions at those locations in order to develop soil profile descriptions,
S&ME, INC. / 3201 Spring Forest Road I Raleigh, NC 27616 / p 919.872.2660 f 919.876.3958 / www.smeinc.com
Soil Evaluation for Stormwater Bioreten0on Areas SBME Job No. 1051-10-169A
WCPSS Site U, Rolesville, Wake County, North Carolina December 3, 2010
estimate USDA permeability, USDA hydraulic conductivity, and SHWT depths, which are also
shown on the attached Figures 1 and 2.
Permeability/Hydraulic Conductivity Estimation
Under current North Carolina Division of Water Quality (NCDWQ) requirements for various
stormwater devices, the in-situ soil permeability/conductivity is an important design factor. For
example, current regulations for bioretention areas state that an underdrain shall be installed if
the in-situ soil drainage is less than 2 in/hr. The attached soil profile descriptions on Figures 2
and 3 show the estimated USDA permeability and estimated USDA hydraulic conductivity for
the different soil horizons and depths found within the two proposed bioretention areas.
Bioretention Area 1
In the area of Boring Location B-1 within the proposed Bioretention Area 1, the soil surface
layer from natural ground level (NGL) to a depth of 18 inches consisted of sandy loam / loam
which has an estimated USDA permeability range of 2 to 6 inches/hour and USDA estimated
Ksat range of 1.4 to 14 inches per hour. The underlying soil material from a depth of 18 to 28
inches consisted of sandy clay loam which has an estimated USDA permeability range of 0.6 to
2 inches/hour and USDA estimated Ksat range of 0.14 to 1.4 inches per hour and sandy clay
from a depth of 28 to 30 inches which has an estimated USDA permeability range of 0.06 to
0.2 inches/hour and USDA estimated Ksat range of 0.01 to 0.14 inches per hour. Below the
clay horizon is another sandy clay loam horizon from a depth of 50 to 74 inches. Below the
sandy clay loam subsurface horizon from a depth of 74 to 84+ inches is saprolite (highly
weathered parent material) that has a sandy loam texture and massive structure. This saprolite
horizon has an estimated USDA permeability range of 2 to 6 inches/hour and USDA estimated
Ksat range of 1.4 to 14 inches per hour.
In the area of Boring Location B-2 within the proposed Bioretention Area 1, the soil surface
layer from NGL to a depth of 6 inches consisted of sandy loam which has an estimated USDA
permeability range of 2 to 6 inches/hour and USDA estimated Ksat range of 1.4 to 14 inches per
hour. The underlying soil material from a depth of 6 to 30 inches consisted of clay, which has
an estimated USDA permeability range of 0.06 to 0.2 inches/hour and USDA estimated Ksat
range of 0.01 to 0.14 inches per hour. Below the clay subsurface horizon from a depth of 30 to
84+ inches, is saprolite (highly weathered parent material) that has a sandy loam texture and
massive structure. This saprolite horizon has an estimated USDA permeability range of 2 to 6
inches/hour and USDA estimated Ksat range of 1.4 to 14 inches per hour.
In the area of Boring Location B-3 within the proposed Bioretention Area 1, the soil surface
layer from NGL to a depth of 6 inches consisted of sandy loam which has an estimated USDA
permeability range of 2 to 6 inches/hour and USDA estimated Ksat range of 1.4 tol4 inches per
hour. The underlying soil material from a depth of 6 to 34 inches consisted of sandy clay /
clay, which has an estimated USDA permeability range of 0.06 to 0.2 inches/hour and USDA
estimated Ksat range of 0.01 to 0.14 inches per hour. Below the clay subsurface horizon from a
depth of 34 to 84+ inches, is saprolite (highly weathered parent material) that has a sandy loam
texture and massive structure. This saprolite horizon has an estimated USDA permeability
range of 2 to 6 inches/hour and USDA estimated Ksat range of 1.4 to 14 inches per hour.
2
Soil Evaluation for Stormwater Bioretention Areas SSME Job No. 1051-10-169A
WCPSS Site U, Rolesville, Wake County, North Carolina December 3, 2010
In the area of Boring Location B-4 within the proposed Bioretention Area 1, the soil surface
layer from NGL to a depth of 10 inches consisted of sandy loam which has an estimated USDA
permeability range of 2 to 6 inches/hour and USDA estimated Ksat range of 1.4 to 14 inches per
hour. The underlying soil material from a depth of 10 to 26 inches consisted of clay, which has
an estimated USDA permeability range of 0.06 to 0.2 inches/hour and USDA estimated Ksat
range of 0.01 to 0.14 inches per hour and clay loam from a depth of 26 to 36 inches which has
an estimated USDA permeability range of 0.6 to 2 inches/hour and USDA estimated Ksat range
of 0.14 to 1.4 inches per hour. Below the clay loam subsurface horizon from a depth of 36 to
84+ inches, is saprolite (highly weathered parent material) that has a sandy loam texture and
massive structure. This saprolite horizon has an estimated USDA permeability range of 2 to 6
inches/hour and USDA estimated Ksat range of 1.4 to 14 inches per hour.
Bioretention Area 2
In the area of Boring Location B-5 within the proposed Bioretention Area 2, the soil surface
layer from natural ground level (NGL) to a depth of 8 inches consisted of sandy loam which
has an estimated USDA permeability range of 2 to 6 inches/hour and USDA estimated Ksat
range of 1.4 to 14 inches per hour. The underlying soil material from a depth of 8 to 28 inches
consisted of sandy clay loam which has an estimated USDA permeability range of 0.6 to 2
inches/hour and USDA estimated Ksat range of 0.14 to 1.4 inches per hour and sandy clay from
a depth of 28 to 38 inches which has an estimated USDA permeability range of 0.06 to 0.2
inches/hour and USDA estimated Ksat range of 0.01 to 0.14 inches per hour. Below the sandy
clay loam subsurface horizon is saprolite (highly weathered parent material) that has a sandy
loam texture from 38 to 84 inches, which has an estimated USDA permeability range of 2 to 6
inches/hour and USDA estimated Ksat range of 1.4 to 14 inches per hour, and loamy sand from
a depth of 84 to 132+ inches which has an estimated USDA permeability range of 6 to 20
inches/hour and USDA estimated Ksat of >14 inches per hour.
In the area of Boring Location B-6 within the proposed Bioretention Area 2, the soil surface
layer from natural ground level (NGL) to a depth of 18 inches consisted of sandy loam which
has an estimated USDA permeability range of 2 to 6 inches/hour and USDA estimated Ksat
range of 1.4-14 inches per hour. The underlying soil material from a depth of 18 to 28 inches
consisted sandy clay which has an estimated USDA permeability range of 0.06 to 0.2
inches/hour and USDA estimated Ksat range of 0.01 to 0.14 inches per hour and sandy clay
loam from a depth of 36 to 48 inches, which has an estimated USDA permeability range of 0.6
to 2 inches/hour and USDA estimated Ksat range of 0.14 to 1.4 inches per hour. Below the
sandy clay loam subsurface horizon is saprolite (highly weathered parent material) that has a
sandy loam texture from 48 to 84 inches, which has an estimated USDA permeability range of
2 to 6 inches/hour and USDA estimated Ksat range of 1.4 to 14 inches per hour.
Please refer to the enclosed map and soil profile descriptions for more information. These
estimates were obtained from one or more of the following: Wake County Soil Survey
"Physical & Chemical Properties of the Soil - Permeability"; and/or USDA-NRCS (United
States Department of Agriculture - Natural Resource Conservation Service) official series
description, and/or "NRCS Field Book for Describing & Sampling Soils" the permeability
estimates were converted to conductivity on the profile description tables. Table 1 below
presents the soil data with regard to soil texture at the proposed pond bottom location.
3
Soil Evaluation for Stormwater Bioretention Areas S&ME Job No. 1051-10-169A
WCPSS Site U, Rolesville, Wake County, North Carolina December 3, 2010
Table 1: Soil Data - BMP & BORING ELEVATIONS. SOIL TEXTURE & RATES
jROPOSED PROPOSED SOIL
BORING APPROXIMATE B(A BMP TEXTURE ESTIMATED USDA ESTIMATED USDA
EXIST?NG AREA AREA AT BMP
LOCATION ELEV. BoTTO14 SOTTO AREA PERMEABILITY AT SOIL CONDUCTIVITY
AT BORING ELEVATION FROM NGL BOTTW BMP BOTTOM AT BMP BOTTOM -
F
NUMBER ELEV. INMR IN
8-1 398.5 399 + 0.5 fiU sarWy loam 2-6 1.4-14
B-2 401 399 -2.0 day 0.06-0.2 0.01-0.14
B-3 398 399 + 1.0 fill sand loam 2-6 1.4-14
B-4 399 399 0 sand loam 2-6 1.4-14
B-5 394 386 -8.0 sandy loam 2-6 1.4-14
B-6 388.5 386 -2.5 sandy day 0.06-0.2 0.01-0.14
SHWT Estimation
Under current NCDWQ regulations, the depth of various stoimwater BMP devices from the
SHWT is an important design consideration. For example, current regulations for bioretention
areas state that the bottom of any bioretention device shall not be placed in locations with less
than 2 feet between the bottom of the device and the seasonal high groundwater [I 5A NCAC
02H .1008 (d) (3)J.
Therefore, S&ME performed the seasonal high water table estimation by advancing hand auger
borings to a depth of seven, and in one case eleven feet below natural ground level (NGL)
within the proposed bioretention areas. Additional soil borings were performed around Boring
B-1 to evaluate the SHWT depth only, and no soil profile descriptions were recorded. During
the hand auger advancement, soils were evaluated by a Licensed Soil Scientist for evidence of
seasonal high water table influence. This evaluation involved looking at the actual moisture
content in the soil and observing the matrix and mottle colors. Depending on the soil texture,
the soil color will indicate processes that are driven by seasonally high water table fluctuations,
such as iron reduction and oxidation and organic matter staining. Please note that these
seasonal high water table evaluations by soil indicators are based on secondary evidence and
not on direct groundwater level measurements. Table 2 below shows the estimated SHWT
depth from NGL, and from proposed bioretention area bottom, for the various soil auger boring
locations within the two proposed areas.
Table 2: Soil Data - BMP & BORING ELEVATIONS & SHWT DEPTHS
PROPOSED PROPOSED
BORING APPROXIMATE BMP BMP SHWT DEPTH SHWT SEPARATION
EXISTING AREA
LOCATION ELEV. AREA BOTTOM BOTTOM. AT BMP AREA DISTANCE FROM
AT BORING FROM NGt. BOTTOM ELEVATION
NUMBER ELEVATION FT FT FT BMP BOTTOM FT
B-1 398.5 399 + 0.5 fill 1.5 2.0
B-2 401 399 -2.0 >7.0 >5.0
B-3 398 399 + 1.0 fill 1.5 2.5
B-4 399 399 0 >7.0 >7.0
B-5 394 386 -8.0 >11.0 >3.0
B-6 388.5 386 -2.5 >7.0 >4.5
See Figures 2 and 3 for the approximate auger boring locations and the soil profile descriptions.
4
Soil Evaluation for Stormwater Bioretention Areas SBME Job No. 1051-10-169A
WCPSS Site U, Rolesville, Wake County, North Carolina December 3, 2010
CONCLUSION
Bioretention Area 1
Based on the NCDWQ Stormwater BMP Manual, an underdrain will most likely be needed
since the estimated in-situ soil permeability/conductivity for the soil texture located at one of
the four locations (B-2) within the proposed Bioretention Area 1 at the proposed bottom
elevation is less than the two inches per hour threshold, as indicated in Table 1.
Based on our findings regarding the depth of SHWT from proposed Bioretention Area 1 bottom
elevation, there is a two foot or greater separation at the four locations evaluated. The soil
borings performed around Boring B-1 to further evaluate the SHWT in the lowest
topographical landscape position, revealed a 12 inch SHWT estimation at the 397 elevation.
Since the proposed Bioretention Area 1 bottom is at 399 elevation, there will be 2 foot of fill
material at this location, and therefore a 3 foot separation will be maintained at the lowest
topographical landscape position within Bioretention Area 1.
Bioretention Area 2
Based on the NCDWQ Stormwater BMP Manual, an underdrain will most likely be needed
since the estimated in-situ soil permeability/conductivity conductivity for the soil texture found
at the proposed bottom elevation located at one of the four locations (B-6) within the proposed
Bioretention Area 2 is less than the two inches per hour threshold, as indicated in Table 1.
Based on our findings regarding the depth of SHWT from proposed Bioretention Area 1 bottom
elevation, there is a two foot or greater separation at the four locations evaluated.
LIMITATIONS
• Data only from hand auger borings, where performed, and conditions may vary in other
areas of the proposed bioretention areas.
Soil Evaluation for Stomtwater Bioretention Areas
WCPSS Site U, Rolesville, Wake County, North Carolina
S&ME Job No. 1051-10-169A
December 3, 2010
CLOSING
S&ME appreciates the opportunity to provide these services to you. If you have any questions,
please contact us.
Sincerely,
`_ =J AITE,p
a ?
Walter
Environmental Scientist
[phone]
[e-mail]

Rob Willcox, L.S.S.
Natural Resources Department Manager
Attachments: Figure 1: Site Map with Stormwater BMP Locations
Figure 2: Soil Evaluation Map - Bioretention Area 1
Figure 3: Soil Evaluation Map - Bioretention Area 2
SAProjectMEnvironmentaM051-10-169AReportsl Stormwater Evaluatlon.doc
6

?P
- --- ??, c
IINIW
-?
1
,I
1
;
{
k
4 ;
t
? I I
f c
N
W
m
w
wS
o lu
m
N
W z
w
03 w
W W
?LL
wz
. W?
'f
f;,R
s y' ? I
?y?1 t ( L
r
9
i
H URE NO.
1
YI
1

l uu ??,, ?1 I" f o E ?1? ?Yy,e,/"+y'D-F? 01C? r ??-s 4, f? -? r?-? ? P ?y? ??•

DN = 5Z- ot? At--,.
I VV1P = 7-3 • 571 A-e--
GtsT'
Q - ?

I w .. 20 f W h
.1- f---V = twy fo?? 4::?Oc-fF , ci
V s 3 to 3? v 21- -?,- R-q x
Rv = o. os
RN c-l C) Sa
(Zv = L) v s
(Zv = • 9?
f
t
(o. ? x , yz3c??
3?,. 3o I ?, 43 o 7 -*,-- zf 3, 3B
.7 -_ c..._.:_._
!l = 771 Z,o Cr s/
Ir -77/ ? '`? /ir•-. te e is p? ? y M?J P
co AOL
77, (o G 5r of &o Sc ?=. ?.1f
-?-'A' z .rt. ?z??-7, _
L-F
n 1 ?? yq
oaOE W ATF9OG
h r
NCDENR <
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
I. PROJECT INFORMATION
Project name H6 Rolesville High School
Contact name Keith Downing
Phone number 919-782-9677
Date April 6, 2011
Drainage area number Permanent Bio Retention Basin
tI. DESIGN INFORMATION
The purpose of the LS-VFS Pollutant removal: 40% TSS, 30% TN, 35% TP
Stormwater enters LS-VFS from A BMP
Type of VFS Engineered filter strip (graded & sodded, slope < 8%)
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Design storm
Maximum amount of flow directed to the LS-VFS
Is a flow bypass system going to be used?
ftz
ftz
o?
cfs
min
in/hr
cfs
1 inch/hour storm
cfs Do not complete this section of the form.
(Y or N) Do not complete this section of the form.
Do not complete this section of the form.
Do not complete this section of the form.
Do not complete this section of the form.
Do not complete this section of the form.
Do not complete this section of the form.
Do not complete this section of the form.
Do not complete this section of the form.
Do not complete this section of the form.
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
Infiltration basin
2.2 cfs
34.5 cfs
10 cfs
3.6 cfs
Y (Y or N)
Hand calculations for the LSNFS are under Tab E of the Hydrology Report Book.
sq ft
in
12 in
10 ft/cfs
36 ft
50 ft
Depth is appropriate.
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 1 of 3
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
W
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other" responses above
30 ft
382.75 fmsl
381.00 fmsl
5.83 %
N (Y or N)
N (Y or N)
Y (Y or N)
N (Y or N)
ft
ft
ft
ft
ft
ft/sec
Pick one:
OK
(Y or N)
(Y or N)
See item 4 in checklist below for explanation.
1 B 1
III. REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in
a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following
design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach
justification.
Requried Item: Initials Page or F
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build-out,
Off-site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
L_
sheet number and any notes:
Form SW401 LS-VFS - 29Nov2010 - Rev.8 page 2 of 3
Vk'
2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build-out.
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non-engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
See Sheet L304 for Plan View of Bio-Retention Basin and I
!LSNFS. L605 and L608 show details for each. Detail Flags
for devices are shown on the plan view sheet L304. Forebay is
not applicable.
ciao
A dry
Sheet L605 for LSNFS section. Underdrain is not
The flow to the LSNFS is self-contained by the bio-retention
sub-drainage system. High flows enter the riser structure and
are directed to another energy dissipating device.
Then: are two construction sequences, one main site
sequence on L605 and a specific bio-retention, LSNFS
sequence on sheet L608.
N/A
E in the Hydrology Report Book
manual is all that is required at this time.
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 3 of 3
Weir Report
Hydraflow Express by Intelisolve
H6ROL - LS/VFS 10 Year
Rectangular Weir
Crest = Sharp
Bottom Length (ft) = 50.00
Total Depth (ft) = 1.00
Calculations
Weir Coeff. Cw = 3.33
Compute by: Known Q
Known Q (cfs) = 3.60
Depth (ft)
2.00
1.50
1.00
0.50
0.00
-0.50
0
H6ROL - LS/VFS 10 Year
Monday, Apr 11 2011, 12:24 PM
Highlighted
Depth (ft) = 0.08
Q (cfs) = 3.600
Area (sqft) = 3.88
Velocity (ft/s) = 0.93
Top Width (ft) = 50.00
Depth (ft)
2.00
1.50
1.00
0.50
0.00
-0.50
50 55 60
Length (ft)
5 10 15 20 25 30 35 40 45
Weir W.S.
Channel Report
Hydraflow Express by Intelisolve
H6ROL - LS/VFS 10 Year
Rectangular
Botom Width (ft) = 50.00
Total Depth (ft) = 1.00
Invert Elev (ft) = 382.00
Slope (%) = 1.00
N-Value = 0.025
Calculations
Compute by: Known Q
Known Q (cfs) = 3.60
Monday, Apr 11 2011, 12:25 PM
Highlighted
Depth (ft) = 0.08
Q (cfs) = 3.600
Area (sqft) = 4.00
Velocity (ft/s) = 0.90
Wetted Perim (ft) = 50.16
Crit Depth, Yc (ft) = 0.06
Top Width (ft) = 50.00
EGL (ft) = 0.09
Elev (ft) Section
384.00
383.50
383.00
382.50
382.00
381.50
Depth (ft)
2.00
1.50
1.00
0.50
0.00
_n rn
0 5 10 15 20 25 30 35 40 45 50 55 60
Reach (ft)
Weir Report
Hydraflow Express by Intelisolve
H6ROL - Energy Dissipator 10 Year Velocity
Rectangular Weir
Crest = Sharp
Bottom Length (ft) = 50.00
Total Depth (ft) = 1.00
Calculations
Weir Coeff. Cw = 3.33
Compute by: Known Q
Known Q (cfs) = 18.00
Depth (ft)
2.00
1.50
1.00
0.50
0.00
-0.50
0
Highlighted
Monday, Apr 11 2011, 11:4 AM
Depth (ft) = 0.23
Q (cfs) = 18.00
Area (sqft) = 11.34
Velocity (ft/s) = 1.59
Top Width (ft) = 50.00
H6ROL - Energy Dissipator 10 Year Velocity
Depth (ft)
2.00
1.50
1.00
0.50
0.00
-0.50
55 60
Length (ft)
5 10 15 20 25 30 35 40 45 50
Weir W. S.
Channel Report
Hydraflow Express by Intelisolve
1-161101- - Energy Dissipator 10 Year Velocity
Rectangular
Botom Width (ft) = 50.00
Total Depth (ft) = 1.00
Invert Elev (ft) = 382.00
Slope (%) = 1.00
N-Value = 0.025
Calculations
Compute by: Known Q
Known Q (cfs) = 18.00
Monday, Apr 11 2011, 11:3 AM
Highlighted
Depth (ft) = 0.19
Q (cfs) = 18.00
Area (sqft) = 9.50
Velocity (ft/s) = 1.89
Wetted Perim (ft) = 50.38
Crit Depth, Yc (ft) = 0.16
Top Width (ft) = 50.00
EGL (ft) = 0.25
Elev (ft) Section
384.00 -
383.50
383.00
382.50
382.00
381.50
Depth (ft)
2.00
1.50
1.00
0.50
0.00
_n rn
0 5 10 15 20 25 30 35 40 45 50 55 60
Reach (ft)
Channel Report
Hydraflow Express by Intelisolve
H6ROL - Swale #1 Velocity Check 10 Year
Trapezoidal
Botom Width (ft)
Side Slope (z:1)
Total Depth (ft)
Invert Elev (ft)
Slope (%)
N-Value
12.00
3.00
1.00
402.00
1.50
0.035
Calculations
Compute by: Known Q
Known Q (cfs) = 16.29
Elev (ft)
404.00
403.50
403.00
402.50
402.00
401.50
0
2 4 6 8
Section
10 12
Reach (ft)
Monday, Apr 11 2011, 3:48 PM
Highlighted
Depth (ft) = 0.44
Q (cfs) = 16.29
Area (sqft) = 5.86
Velocity (ft/s) = 2.78
Wetted Perim (ft) = 14.78
Crit Depth, Yc (ft) = 0.38
Top Width (ft) = 14.64
EGL (ft) = 0.56
14 16 18 20
Depth (ft)
2.00
1.50
1.00
0.50
0.00
-0.50
22
Channel Report
Hydraflow Express by Intelisolve
1-16ROL - Swale #1 Velocity Check #2 10 Year
Trapezoidal
Botom Width (ft) = 85.00
Side Slope (z:1) = 3.00
Total Depth (ft) = 1.00
Invert Elev (ft) = 401.00
Slope (%) = 1.50
N-Value = 0.035
Calculations
Compute by: Known Q
Known Q (cfs) = 16.29
Monday, Apr 11 2011, 3:50 PM
Highlighted
Depth (ft) = 0.14
Q (cfs) = 16.29
Area (sqft) = 11.96
Velocity (ft/s) = 1.36
Wetted Perim (ft) = 85.89
Crit Depth, Yc (ft) = 0.11
Top Width (ft) = 85.84
EGL (ft) = 0.17
Elev (ft) Section
403.00
402.50
402.00
401.50
401.00
400.50
Depth (ft)
2.00
1.50
1.00
0.50
0.00
-n rin
0 10 20 30 40 50 60 70 80 90 100 110 120
Reach (ft)
i
`r
L
r

'^= POINT PRECIPITATION
TM7 FREQUENCY ESTIMATES 1 ?
FROM NOAA ATLAS 14
North Carolina 359065 N 78A42 W 400 feet
from "Precipitation-Frequency Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland, 2004
Extracted: Wed Mar 2 2011
Maps iDocs Return to State Map '
*Confidence Limits Seasonality . ,Related Info GIS data
Precipitation Frequency Estimates (inches)
ARI* 5 10min15 30 60 120 12 4 7 10 20 30 45 60
24 hr 48 hrX
years) min m in minmin min p3h 6 hr hr- I I day
2
5
10
25
50
100
200
500
1? 00?
0.40 0.64 0.81 1.10 1381116111171112.05112 41.2.86 3.31 3.72 4.31 114.91 116.59 8.18 10.41 12.50
0.47 0.75 0.94 1.30 1.63 19_120_3 I` 5- TA
0.53 0.85 1.08 1.53 1.97 2.33 2.48 2.98
0.60 0.96 1.21 1.76 2.29 2.75 2.94 3.54
0.67 1.06 1.34 1.99 2.65 3.23 3.50 4.23
0.72 1.15 1.45 2.18 2.96 3.67 4.00 4.85
0.77 1.22 1.54 2.36 3.25 4.08 4.50 5.48
0.81 1.28 1.62 2.52 3.53 4.50 5.02 6.14
0.85 1.35 1.70 2.71 3.89 5.06 5.72 7.04
nn 1.77n4. 00n6.36 7.87
;.87 3.46 3.99 4.46 5.15 5.85 7.79 9.63 12.21 14.61
53 4.35 4.98 5.52 6.29 7.05 9.23 11.23 14.02 16.57
?.21 5.06 5.77 6.35 7.20 7.99 10.37 12.47 15.41 18.08
6.03 6.84 7.50 8.44 9.27 11.92 14.12 17.22 20.03
86 6.81 7.70 8.43 9.44 10.27 13.14 15.38 18.60 21.49
7.62 8.58 9.37 10.46 11.30 14.37 16.64 19.95 22.91
.52 8.46 9.49 10.35 11.52 934 15.62 17.90 21.29 24.29
.70 9.62 10.76 11.71 12.96 13.76 17.32 19.59 23.04 26.09
81 10.55 11.76 12.78 14.11 14.88 F_8.050_.88 24.37 27.44
' These precipitation frequency estimates are based on a partial duration series. ARI is the Average Recurrence Interval.
Please refer to NOAA Atlas 14 Document for more information. NOTE: Formatting forces estimates near zero to appear as zero.
* Upper bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
AIaI** 5 10 15 30 60 120 3 Fhr 12 24 111- 48 4 7 10 20 30 45 60
min min min min min hr hr hr 11 hr day day day day day day day
0.44 0.70 0.88 1.21 1.51 1.78 1_89 2_26 2.66 3_08 3.57 3.98 4.61 5.24 7.01 8.69 10.99 13.15
IC? 0.51 0.82 1.03 1.42 1.78 2.10 2.24 2.68 3.15 3.73 4.30 4.77 5.50 6.23 8.29 10.23 12.88 15.36
?T? 0.58 0.93 1.18 1.68 2.15 2.56 2.74 3.28 3.88 4.69 5.37 5.90 16.71 7.51 9.82 11.93 14.78 17.42
0.65 1.05 1.32 1.92 2.50 3.01 3.24 3.89 4.62 5.44 6.21 6.79 7.68 8.51 11.03 13.25 16.25 19.01
0. 1.16 1.47 2.17 2.89 3.54 3.84 4.63 5.54 ` 6.49 7.37 8.02 9.01 19.87 12.67 15.00 18.16 21.07,
73
25
50 0.78 1.25 1.58 2.38 3.23 4.01 4.39 5.30 6.37 7.33 8.29 9.01 ! 10.08 10.96 13_98 16.35 19.62 22.64;
100 0.83 1.33 1.68 2.571 3.54 4.46 4.93 5.98 7.24J 8.20 9.24 10.04 11.18 12_06 15.30 17.71 21.07 24.15]
200 0.88 1.40. 1.76 2.75 3.85 4.92 5.50 6.69 8.16 F_11- 1
10.24 11.1Oj 12.34 13.20 16.66 19.09 22.5125.
500 0.94; 1.48 1.86 2.96; 4.25 5.53 6.27; 7.67 9.45 1 10.38 11.63 12.57; 13.92 14.74 18.52 20.92 24.43127.59'
1000 0.9 1.55 1_94 3.1514.59, 6.09, 6.99 8.60 10_67; 11.41 12_741 13.751 15.18 15.96 19_99, 22.34 25.87 29_05
* The upper bound of the confidence interval at 90% confidence level is the value which 5% of the simulated quantile values for a given
frequency are greater than.
"' These precipitation frequency estimates are based on a partial duration series. ARI is the Average Recurrence Interval.
Please refer to NOAA Atlas 14 Document for more information. NOTE: Formatting prevents estimates near zero to appear as zero.
* Lower bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
ARI** 5 10 15 30 60 120 3 6 12 24 48 4][7Y 10 20 30 45 60
(years) min min min Imin min min hr hr hr hr 11 hr day daday day day day day
1? 0.37 0.59 0.74 1.01 1.26 1.46 1.55 1.87 2.21 2.66 3.08 3.47 4.04 4.61 6.20 7.72 9.89 11.88
®0.43 0.69 0.86 1.19 1.50 1.75 1.85 2.23 2.64 3.22 3.72 4.17 4.82 5.48 7.32 9.08 11.60 13.89
0.49 0.78 0.99 1.41 1.80 2.12 2.26 2.72 3.23 4.04 4.64 5.15 5.88 6.60 8.67 10.58 13.29 15.74
10 0.55 0.88 1.11 1.61 2.09 2.49 2.67 3.22 3.84 4.69 5.36 5.92 6.72 7.47 9.73 11.73 14.60 17.16
25 0.61 0.97 1.22 1.81 2.42 2.92 3.15 3.82 4.59 5.57 6.33 6.96 7.86 8.64 11.15 13.24 16.28 18.98
50 0.65 1.04 1.31 1.98 2.68 3.29 3.58 4.35 5.26 6.27 7.10 7.80 8.76 9.56 12.27 14.40 17.55 20.33
100 0.69 1.10 1.39 2.12 2.93 3.64 4.00 4.87 5.92 6.99 7.88 8.64 9.67 10.49 13.37 15.54 18.78 21.63
200 0.72 1.15 1.45 2.25 3.16 3.99 4.42 5.41 6.61 7.73 8.68 9.50 10.61 11.42 14.49 16.69 19.99 22.89
500 0.76 1.20 1.51 2.41 3.46 4.44 4.99 6.12 7.53 8.74 9.78 10.68 11.87 12.68 15.99 18.18 21.55 24.52
1000 0.79 1.25 1.56 2.53 3.70 4.83 5.48 6.75 8.37 9.54 10.63 11.60 12.87 13.65 17.15 19.31 22.74 25.73
* The lower bound of the confidence interval at 90% confidence level is the value which 5% of the simulated quantile values for a given
frequency are less than.
** These precipitation frequency estimates are based on a partial duration maxima series. ARI is the Average Recurrence Interval.
Please refer to NOAA Atlas 14 Document for more information. NOTE: Formatting prevents estimates near zero to appear as zero.
Text version of tables
Partial duration based Point Precipitation Frequency Estimates - Version: 3
35.9065 N 78,442 W 400 ft
C
L
Q
61
O
.a
Q.
U
L
L
0-
1 2 5 10 25 50 100 200 500 1000
Average Recurrence Interval (years)
Wed Mar 02 14:09:51 2011
Duration
5-min - 30-min - - 3-!v^ 24-hr 7-day 30-day -B-
10-min + 60-min 6-hr 48-hr -T 10-day 45-day
15-vain - 120-m 12-hr -?- 4-d 20-d 60-d -e-
s
49-
]
?e__.. ........ ......
Partial duration based Point Precipitation Frequency Estimates - Version: 3
35.9065 N 78.442 W 400 ft
1
0 1
0 1
C 1
Q
U
LL
a
-1 1 1 r 1 I I I I ?
C C C C C C £ L L L L L L L L L T T T T T T T T T T
•.a •.. -.+ .-? - - I Z C .C Z C C = t L M i6 M M M 16 a ro B
O M
£ E E £ £ E N I 1.
' 1 1 I
(
t 1
fU 1 1
W I
OD -a
1 'C 'm
1 1 v
I ?
I 'O
1 ,
I '
O
r"1
? b s-1 (
? ' N?
p CO
?i rl V
N tr) 7 A V' Ill h 0 N ?
.
i (n O
i
Duration -1
x M Id, 1
0
Wed Mar 02 14:09:50 2011
Average Recurrence Interval I
(dears)
1 -0-- 2 -4- 5 10 - - 25 -B- 50 100 - 200 500 -A- 1000
Related Information
Maps & Aerials
Click here to see topographic maps and aerial photographs available for this location from Microsoft
Research Mans
Watershed/Streamflow Information
Click here to see watershed and streamflow information available for this location from the U.S.
Environmental Protection Agency's site
Climate Data Sources
National Climatic Data Center (NCDC) database
Locate NCDC climate stations within:
+/-30 minutes or +/-1 degree of this location. Digital ASCII data can be obtained directly from
1 CDC .
Note: Precipitation frequency results are based on analysis of precipitation data from a variety of sources,
but largely NCDC. The following links provide general information about observing sites in the area,

L'
N
J
. It
?n
0
C
,7)
_(D
f0
u
LL
n

L

i

? Y
C
O
I
L

e-- N
O O O
0 0 0
'et N O
r
I r
? r
?

I i
I
,

' ?
I I

I I
I
i

s i
t

L
} L L
t
r Lo N
co w N
o O oo v
N O 00
r r r
0
O
O C
O •?
O d
La
o
O
o
N
0
LO
M
O
M
O
N
O
N
O
r
O
r
N
o°
N
L'
3
co
E
`o
3
0
m
T
2
? I
I
C O O O
Gi O O O
SD N O
ri
D
LT
ro
a
1-4
.-1
O
N
N
N
LT
c
0
0
L
N
Y
.D
17
Cl)
L1
N
a`
a) I
i
? I
v 00 +-? N m M. O M m m kD lD V- N 1 +--1 •-+ 00 N m O M N 00
0 O I tD m 1? M n n O V- Ln m Ln V- m Ln m N lD Cr kD N 111 tt m
W O O O O O O O O O O O O O O O O O O O I O O O O O

CL)

M M N O +--1 Ct N N N ,--1 +--1 N M m Ln M M N N O N M Ln
O %D I- M Ln N M +-1 1-4
.-i f? N I? N 1? O N Ln N
I? Ln 00 Ln
I?
N Q O Oi OOOOOOI OOOOO r10000O 0OON N
N i
?
N I

LL
O N Ln m N C) 1 O N 0o 'C- m kD M .--1 ";r m m
Ln d" M M M M ao L
n 111 M N %o 1- N 00 Lr1 N d- N V- -I N N
*-1 M ?..?
V ^
. W O Ln ..?
? -
V N „A M N V- Ln 00 O1 1 A- V- 110 00 O O) O1 O
M `
00 00 Nr ,-i -4 11 V-4 +-'{ *I 00 t.0 v %D M O 00 tD O %D N d
?

O
Q

I

' I I I
? ? I I ? I ? I
a
i
'
^
LL O Ol O M N V--4 Ln m m m 00 V- N .--? I- N O lD O \t 00 M O lD

V) 00
,--I lD
N Ln
tD M
N Ln
V- 0o
Ln to
V- v-
oo oo
oo N
N O
0o •-1
cn I0o
V- m
N T
IN M
O M
Ln r,
V- N
,--1 0o
%D ;.o
M +t
+-I m
M Ln
M
Lp m Il O M O M Ln m N r-1 ,--i ,-i r+ M Ln N +-i tD V?- *-i N Ln
Ln I lD N 1-4 T--1 1-1 r1 .--1

C
I
I I
=3

C

- L

--

O

r+

Ln
i

r

O

co

00

N

kD

OD

Ln

0o

Ln

m

M

N

,--1

. q

,-q

lD

?

M

N

Ln

.?
i V ! N N I 1
,
i-. m O kD .
-+ lD O O? •
-1 lD O N L C:) f
4 M Ln V- O N ON

n O
ll
I?
Ll?
O
M
Q1I
I-
l0
O
O1
N
O
M
CO
O
01
O N M I .--1 N I I fM M N I M I N I M N M .-1 1 4
I I

I ru
u L-
Q I I
I
.? i
I
I i I
81

=

(A i

I
1O

i

?

i

I
I i
!
O V) i I

6®I i fo Ln .--1 N
O (n *?
O N M
O d"
O In
O I D
O n
O 00
O 01
O O
-+ + +
-+ N
-1 M
+--1
r 4 L! 1
-4 kD
--1 N
•--1 00
--1 0%
*--+ O
r,4 *-1
N N
N
W O W O * * r 1
IL Q Q LL m m m m m m m m m m m m m m m m m m m m m m
N
N
0)
f0
a
r-I
I-q
O
N
It
N
N
O
C
r_
3
0
.C
N
Y
fu
Q
N
a`
i

fd I I ?
? I !
U
o V
r, rn
rn
N Ln M V
m
m M
m v
m - V
m Ln
m Ln
m ? r,4
Ln v-4
Ln
Ln
I
^ LM ^ ^ M M 0 0O ? %o 4 n ai kD O
0 0 0 I
0 0 0 0 0 0 0 O O O O O O O O O O O O O O O
I
i
.? I I

N 00 1.0 N V N M M N O N 1 00 00 m m M %D 0 v m m lD tD O ko
r l ,--I +--? .- +-i Cl .-i -- I r ! - i 1l -i I? -- M M N O M tD O N N V tD
Q O OO OO O O O O O I 0 0 +-{ *-? O O O .? O' 0 .--1 0000
I I I
i
Q ? ? I !

p
I
O O -- ? tD 00 M --? 00 to O M O O V 00 N tD *-a O N m *-i 00 m N N

LL O M IT - N i00 ? O N 00 ,--i ? *-i m 5 oo Ln r- Ln N rn N tD O
Ln O +-i *-4 1-4 to f, Ln q *-i 00 N N 00 01 _-q O M O

Ln N N V I I N
I N Ln tt
tD O
N O
,-? d' V V
00 ;i
,--i ta *-?
N d M V
,--? M
•--i
fd M i I

V) U I I ! j
va
. I
?
a I
I
? I I
N V I00 m t.0 Ln. Ln M ?? n N O ?rn N 00 m 00 0 O M M 00 lD OO I?
N ? mI M ? M C)
- 00
°n
? ? r.,z m w -i ? v v Ln O 00 ? V M 00 V O
10LnI VI LnI N V Ln M Ln Ln Ln V 00 N m M Id lcr r, N Ln to 00 M Ln
O
i
I
!
N
O U i I
N I i I I I
Q I
DE

"

V

?

i?

I-

m I

ko
-?
m

)

I ,

-

-C

N{

O

-M

O

M I

M

O

+ q

4v-

D

Ln

O

V
00 rn t- V Ol lt I
E7' N Ln oo O m I- " 1D O N O N I
Ln O
? N 1 O
00 I oo ?
CD I I I ao I in I V" Ln I I V 1 00 I I re w I %
m I N I Cfi N i w l m m m m I V to
U- ?i N i tD Ln I %
Ln M I Ln I Ln Ln V I +? i
fM n n
N r-i
Ln v I
? v-
14 I i
.4
.-a Ln
00 v-
*-i oo
N tD
00 -4
,--,
+-a r I
-I ? Oo
N
I I
CL)

4 I ! I
6

I
I I
, I I
I
f

I i
a)
?+ I I O
O I O U I Ln ,, N M
i I ? k.0
N N N
l NI N N N M
l M M
l W O O O OI 1
O 0
I 0 0 0 rl T -I -i -4 r
1-
m m m m; m m m m m m L L U U U V U U U U U U U U U U U U
M
N
LT
M
CL
-4
.-A
O
N
I-
N
N
LT
C
C
3
0
0
Y
Lv
L1
a`
' I
O I
I
>
U
' *
lD in
V 0
- 0 0INr
0 0 N
o Le N
o r m Ln
- ? 0 0
L 0,-- rtD Ln lo ,--
I i
- O IN IV
l - Ln 0 )O
I OD
- L\ d -N N
D - I v m n o , Ln Ln Ln d 0 0 00 I
qr m Ln v M M Ln to rn
? O O O O O O O O O O O O O O O O I O O O 0 0 0 0 0 0 0
.C ,

?
O tD f M 00 N O Q1 lfl V- tD O M +- i Ln Ln 01 O lfl m 00 v- M Ln
? v
Ln ? N %D - 4 CD O .- +M M tD .-4 V- N .-- + O
I O *-+ N O ,4 0 0 0 O ?
Q V 0 0 0 0 0 0 0 0 O O O O O O O O O N O O O O O IO O

CL)
Q I I ;
I

00
) O
0
I O l0 M oo m O
L I g-
? O ao Ln
' v- N 0o O N Ln M O O .--i N V- N tD
- N 00
Q I l l0 r, m n I .--i I
N d
- Ln r-, Ln O Ln
- M tD I
O O V O m
N Ln lD lD N M M I lfl v M N to v lp tD +--i Ln V +- i Ln in M tp O M N
N I Ln M Ln l Z Ln M .- i ,-- i
I I
m
c)
N ??

W

a
? C)o
.--i m
tD
0C) -g
m Ln
m Ln
m 01
? M
Ln +--?
ID O
M V-
O N
?t Ln
N MLn rn
V- O OO
? N
O .rn
rn c)
Ln c)
N m
Lr ta
m OO
V- O

N N
'o Ln
C*
LL MI M .? to N N N 00 IN O 00 Ln V- Ln D I- t0 O V- -a V- O 1
0
V c .--i 001 N I N Ln tD N L n M -4 I
1-4 rl N ri * ? .-i .
Ln

L
n I N I N ml N ,- r 1
c
n
0u
i

cu i
E
I
i
I
O
--
tp
--? -
On
N
O t
t\ I
M -
ao
?
M
N -
N
--i -
f) --
Ln?
O
I
N --
N
m
N
- --
N -
O
O --
f V -
" --
C)
O - I
NJ -
O -
O
l0
I
V- -
M
-
+ O C.I
n rnI O
O . +
m O I
M M
.-aI 1
N M
N Ol
ao N
Ln V
.-i O
lD Ln
OI l0
O I
M
M Ln
tD M
tDI r
N O
Ln d
t\ •-+
Ln tD
M v
?
,--? N 0 00I m M I NI Ln N ;
toi N O I ? N N 00 ? NI L!' M .-i I N Ln
M
I I
CL) I I
I I I I I I I
?
I
I i I I I I
I ? ?
I
I
I
O
H
i
? ?
I i
l
?
I I I
I I
?
I I
I I
I I
I I
? I
?
I
? ' ? 1

? I
0
N 0

N [
M r t o l p N o o 0) O ? N L t 0 N O O
M
?'
N N N N N N M M M M M M
I M

U
V
V
U
U
U
U
U
U
V
U
U
V U
U
U
U
U
U
V
U
V
U
,;I-
cu
LT
0-
0
N
I-
N
N
LT
.r
0
r
W
V
A
N
t`a
Q
aJ
`
a
? I I I !

? I I
>
1
u I 100 1.D I lD lD I - 00 N m ,--? 9.0 m 00 cn ,-- ? m N Ln
1
? .-- ? Lf1 I Ln
lD lD lD ^ I
;cv O O O 616 O O O O O 6 6 6 O O O O O O 0 O O O
1

Ln I d lD Ln yr lD Ln Ln Ln oo M Ln 00 Ol v-4 01 M v- N M %D
- O M

N
V-
I
m C)
I
C)
rlj rsj
_q
CD
C)
CD
CD
CD
CD
CD
ry)
rN r4 N r,4
U ? -- ?
O O
0 0 0O O O O O O O O O N O O O +--i M Ln M

I
?
I t.0
c0
Cl)

es
F
-
I
00 00 N IN M N LP1 +--i N I lD *•-, O Ol 0o Ln lD Ln O n 00 oD
I
O O N O N' I'D
1 O O N O m O 00 N N 00 00 m V- .--I Ln O -4 N
LL .-! Ln N lD V 00 t\ n O Q1 M 00 Ln O 00

' Nr O N O
00
I N
..
L r-1 00 * i Ln -4 .- rl -Z t-I r4 -4 O rl N 00 f Ln lD c I ?
'
n M I N Ln M I d
O I ,? 00 .-1
Q
11 ? I ? I
I I I N .
I I I
? '? i I I I I I I I I
.
a ! ? I ! ?
M
+-
-1 N
1
m co
m V
N M
O Ln
m N
N 0)
O Ln
; r N
;r N m
Ln m
N m O C-
M 00
+--i %D
+--i V-
M co
Ln O N I
?D ? O ! O
L CO M 1? lD .-{ 00 M M I N M - +-1 * i O 00 lD N Ln 00 I O I

1
00
O1
I --4
1-4
m
O1
Ln
rN
-4
fV
r
I
N
C
Ct
Cr
lD
Ln !
c
L
0) ? M i I
-
N C)

Z3u
?? I ? I ? ! ?
I
!
E
-
- -4 Ln n N C) m co co
1 in

Ln

M

N
n
S

%j

n

O

Ln
?

I

I
? O 0 ) r %jI L
nI N c) 0 v- O Lnn m L cO L
n N L
n O O
? ^ ^ OI L +-ZI fV 11 V--4 IDi M +-i N M M I M __z t.0 -q Ln Ln M I
O L lD Cr
I
t I I I I N
i
Q I ! I i
! I s

I i ! I I
H I I
I I I I I i I I I
1 m
l I I I I
I
(n

L

I

I

I

!

I
I
I

i

I

I

I

? c:

C: _

E

4-0 L
11 l i
D I l
N 10
0
r'

L
m (
l

n L
= .
?
4
n
N
Ln I L
M N
f1 L l
r L
n I I
n l
n I
D r
n L
?,
n
00
Ln L
0)
n l I
O
D
'--L
%D l
N
D l
M I
D %
;r
D I I
*?
O
vl
f0

N
"" '
i ?°

N
I ' I I ?
U U! U U U
U
V
U
V
U
U
U
U,
U
V
U
V
U
U
I
V
m
,
QY
tY
Ln
v
v)

ia
l
>
U
-v Ic h

I °

IM
re)
a ?
L i
Q
I?
1-4 /Il I I 'L on
.--I
O
c
c?l

N
w L I 0
r! L 0
?
N Q II
I ?
0 .
VI i I

o a ?

fl
L
n
.o
?
Q
O
aa) o U

d

O
I00
Ln
Q
4-0
9
-01 U
?I Q
IC:
i
11

It
O
a
4)
w
t
w=
W
L
4)
A?
WA
J)
E
L
O
-W
Cl
N
C
J
O
N
Go
N
N
O
LU
01 0)
E
c R G) m p

q)
o oY N O
7 V r
W M co
z C O O
> O O
y a N
C

+?
J U U N
c
0

0
m
N
C N C
w co
t J .`_ N 7
CL z
r O. co
>
_ N r
_
C W ....
co co
G
o ao

d
C O
o
J W O O
m C CD Cl)

p O
c')
> d
G
C W "' G
o a
o
M Cl)
C
m
'
E
? E
? o 0
40 Ln

0
? pU
m co
? v o o
0 -
3 -
LL
C d V
r
D N O O
C

0 cy 0 CD
O O
? C ?
Y O O

U U y
v
a)

m ._
w O)

l a
>

c

?? C
)
04
a)
E Q

M Y d
_
Q _
C C

o Ln N

T
J m ` J

of

d
C CD
r- W
D -z m
- LL

d U
D
C O`
_
J z N d
0
r
i
m
O
O
N
m
3
m
E
o`
y
0
`m
v`
x
d
m
a
r_
0
v
cu

-W
to
0
m
C
J
O
N
co
N

Q F N
W rn Y)
O
E cn Cl)

m
o rn
C ° of c
C 0 ? . 7

r

m co
co Go
u M
J
v
S C LO
co of
co co
m Cl)
N
c7 tl)
N co
d
Co
co C

Go
Go -
W ch ch w
0

m a
o Cl)
c $ o cn
p m ? Z
o
Cl) Cl)
0
N
0
0
b
m
3
m
ti
E
`o
0
m
v`
x
d
a
IL
0
0
4)
w
E
L
t?

o o 0
_ _
c C c c
E E
o
0 0
U U
N
o
- - a
N
cli
CZ W N
N
O
c
LO 1- :3
(7 c
.. `0 n
0)
=7 Go a
0
Cl) m

g c o
J N
S 7 -
c co c
00
J C p?j L L
°p d
2v co
co
m m 0
z
C O Cl)
o
o
O O
CL
4)
J Cl) N r-

w co co
rli CO

C
O cn
> J
c ui a6 06
Go Go
cn V)
L
J C
Ln LO
v n
m
C

L10 U U
J N
¦ C N .-
_ C N a0

1 O r w V n 2

LL th Un
7
O
f0 a U
E
y
V
N C
M
j _
R w
Q }
? O

? N
? II
O
Q7
c J
p
0
J CD
C
= 7

N N
Q'

U
O (n
W
~
o z
c p a
JZ N
il.
,
00 00 00 00 00 °o
o r` v co ui
ISO lL'88£ l3 .nul vv °i m co M
Z :ul - 1L9.66+[ eIS i s ; _ 1 a ( 1 I
1 i `? a I g ! i, i
1 j I g ra ? I ? ? ? ? I!
i 1 `I SS
i 1 I I i i t i; bo- : o
i ' S ; a ,? y3f i (0
i s - --, a l d r i i. x,
ul ££'88£ l3 -nul z lOn
In o £Z'88£ -13 °nul
6£'L6£ -13 WIN y ; r '` 3 i y i
:ul - 4L8'44+0 eIS 1 i i i + ' ?- .l py 1 ! '
O
8 I I g l i,
1
AO i
I y y !I 1 ?? 1 i I
7 i a
1 j I j f i i i i j€ i o C7
ul 00'99C '13 'nul ! I t 2
0016£ l TWO ? 7` j
IlegnO - 00'00+0 eIS ; --- --° ! -- - --'-- -E E --- - I o
0 0
0 0 o
o v ao ui
.) cc') M M co
c
W
CC)
0
0
N
Le
d
3
aD
E
o`
U)
3
0
cc
m
v`
7
L.1
J
r

1
1
O
N
O
1
N N.q
N
Cl)
M N tD?? _l
N
r
N
O\ N IF,
V / MN
AV
L
3
as i``
L co
n
L
0
N
0
O
H
m
3
m
E
o
N
3
0
O
N
v`
04 =
N
N
O
N
[6
N
M
m
G1
C
w
O
N
4
E
z
E
N
co
E
d
N
T
J
O
x
co
S
N
LL
U
N
O
a`
It
W
L
AA3'
!W
d/
E
L.
-J
co
C3
m
C
J
O
N
co
N
N
O
_
W O O O O O O O O O O O O O O O O O O O O (n O
M O O N O O O O a0 O O O O M O O O CD O LQ - - Y
?
C It LO co r- O O r.- co m co co m O O O
i
Q m m 0 CD CD O
' O O m rn
M CD
M O
M ? st
M M M M ? ? M M M M M M ? Q ? ? M
co
to
N
co
ao
a
co
O
O
co
v
O
Cl)
M
IV
O
v
O
O
v
r
O
O
O
O O Y n M m OD O) O O co (O O v V O O o o O o M o o O
m - - o o .= o o _: o o o
m Cl) Cl) M M M M M M M M M Cl) M M Cl) M Cl) Cl) M M M Cl)

Z
? c
o
0
0
o
O
o
0
o
O
o
O
o
0
0
0
0
0
0
0
0
0
0
>- o o 0 0 0 o 0 0 6 0 6 0 0 o o 0 0 0 0 o 0 0
N
m m M

J L U U U U U U U U U U U U U U U U U U U U U U c
(p N
?
O
ul m m
m
a W C
• c} ?T IT a0 O co O co co
' N N O O CO O V co O co
-
L y
..I O N N .- .- V d V M M M N N
N ?
a z
t' O, co co co co W N N co O O W W V W N N O M N
r7 CA M r W M O (O N P-: N O O N ll? a0 (O N O r V' M

... co O N r CO O O O O N CD I- CA O CO V O O O 14t
C W cn M M M
0)
m
M
OD
M
M
M
M
M
COn
M
ccn
cn
m
r07
M
M
M
(•0)
co
m
m a^ O O O CA to O O O O O O O O O O O O O N
C
2 o O O O 0) r O LO u) W) O O W) O O O Y] O O O O O
.
J m o M O O O O O O O .-- O O O r-
C O co 00 co a0 O co N CO O V O W O O CO N N O O
0 O N O "t CO O N - r M aD M U? CA Ci O r r M N O
CO CD O N M CO co CA CA O O w r CA N M "t O O v
C W v
Go
uo
m
M
M
M
co
M
0
CD
n
m
M
0
M
m
M
M
(n C
7 M (
) m Cl m m
m m C
O O O O O O O O O O O O O O O O O O O O O O
C M O O O O O (n O O O W) O O O (n O O O O O O O O

O
U
O N
r W
M W
r W
r M
CO O
' CO)
O to
a0 to
O -qt
a N
O
O
CD
t CO
(O N
V O
O O
r M
O N
V O
M
.? ? O o 0 0 0 0 t
0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0
m Q, u C)

O
L O) O N C) It N r N r M CD O rn CO N r
f? (o
O r-
O M
O O
r
L m M O N M r N r N r (O N O N
D m O O O O O O O O O O O O O O O O O O O N N
C
3 O O O O O O O O O O O O O O O O O O O O O O
O C! w O O O O O O O O O O O O O O O O O O O O O O
C u
Y O O O O O O O O O O O O O O O O O O O O O O

Em
CL E E E E E m m co m m E m E E E m E E m m m
2
$` U U C7 U U U C7 C7 C7 C9 C7 U C7 U U U C7 U U C? C7 C7
m
co E
C m C D O M
O R rn
N co r O N Cl)
O M O
N o o M r O v
(O 1 IT
m V)
m O A i r co M N i N M M N N ?

C
m
$ E
Q c c

co
O
r
O
M
CO
O
co
O
V
N
cl)

N

O
N
LO
N
CD
N
co
CA
CA
M

O v,

J m `.

.--

r

Cl)

r
N

r ;:
co
C
O
a
D
N
V
M
N
N

r
00

r
O

r
M

l
0
w
? CO
a
+
C C O
-
-
-
-
-
-
-
- N-
G= Z W N M a O r w m .
LL

U

m )

C
G O
?
:1
CO
a0
(A
O _
N
O

J
N
M
V
O
co
r
w
m
N
N N
d
0
m
0
NN
N
al
E
0
0
m
v`
2
Ip
O
q?
w?
'WAA
L
O
d/

d
C
J
O
N
co
N
N
O
_
W Ln O O O O cn O LO cn LO

m N
O
Un
N
N
M
N
M
M
M
E
C?v of n v
° v
° v
° v
° v
° v
° v
°
U
m It Cl) st v v v v v v
0 M: -.
0
Y
LOO
o
o
?
ion
co
Ln
W)
L
o
o .
0 .- 0 0 0 0 0 0
7 M M M M M M M M M M
^
z C O O O O O O O O _
O O
> O O O O O O O O O O
N
N m M
c a
JL
U
U
U
U
U
U
U L
U
U
U
:°
co w -
o
C a
N N C co M LO Q7 co OD
L J W '?. 7
IL z
a o , LO o rn 0 V - ?
>
>
F q (I cl r
e m U
i

C W 't
M (D
CD v
0) LO
0) r-
0) r-
? co
0 0) c CD
V
) M M cn e
7 cn v v
d
m a^
°
°
°
°
°
°
rn
c o
o o o o o o o o o o

c o 0 0 0 in o LO o v n
Q1 0 ,.. M r O v v O r` O N
> ci ui v v co n co co O o
c W .. 0 0 CY) 0 0 °? 0 0
m r
i Cl) m c+
i Cl) cn Cl) v
m m c
'

E
g
c 0

i 0

i 0 0 0 0

i 0

i 0

i 0 0
« u u Ln L; ui u u u ui an
o

O U v rn
r` rn
0 m
m v
0) m
a) v
CD v
0) 'n
0) LO
CD
a7 ;
? u o 0 0 0 0 0 0 0 0 0

tL c C1 co co C14 -It O Cl) Cl) CN 0
G N P O O O O O O O O O O
C
3 yl
0 ca O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O
r Y ?. 0 0 0 0 0 0 0 0 0 0
a a N
m N
m N
m (D
m d
m a?
m d
m a?
m
c a o o
? ?' U U C7 C7 C7 (? C7 C7 C7 C9
m ^
lA
w of
E
_
c
O N
?i CO
c0
O LO
N
M
.-
O
N
m LY1

LM
.L+
d
.
Q C c N
T
C
J d n ccoo c+? c` oo c` oo LOO LO coo Ln L l?

LY
r co
W
CO
r.-
CO
a)
M
O C Z m N N N N N M
LL

U

N co M
J z N N N N N M M LZ
0
m
0
0
N
fq
m
m
O
0
`m
v`

taaaaaa
W
AA?+
r?F7
?s
co
D
m
c
J
O
N
co
O O O O O O O O O O O O O O O O O O O O LO O N
N O M O O N O O O O CO O O O O M O O O CO CO O - - N
W .
= LO co r m m to w co C" O cn co Go 6 O O
00) m m
l 01
l O O l m m m m O O O m m m O O
E M M C
) C
) v v M C
) M M M M v v v v m M M M v v
Q' N
O O O O O O O O O O O O O O O O Cl O O O O O 0
'p C O M O O N O M O O CO O O O O M O O O CO O O O C
m CD m m O N m m to co Go m CN M Cl) 0) co
m co 0) co :3

C9 m m m O O O m m )
m m O m Of
M M M M M v M M M M M M M st v v M M M M M M
V m O CO M O V CO r m V CO CO N O r O N
M O O O v r r m (o O m r N O N O v O Co
7 O N M O CO N M v It r O O O O O CO CO CO tri
d
w (D
m m
Cl) 0)
M 0)
M m
M m
M m
Cl) O
M m
Cl) CA
M m
M 0)
M m
M m
M O
v O
v 0)
m m
M m
M m
M O
Cl) m
M
J
C7 M M M co CD M N O CO O r CO O O CO O M m m
2 C N ',7 r O 7 r v r m CO m r M .- O O O O O IT - O
O M V O N M M V O CO CO O O O CO CO (O O
m m m m m m m m m m m m m m m O m m m m m m
M M M M M M M M M M M Cl) Cl) M M Iq Cl) M Cl) M Cl) M N
M
O CO CD CO CO N N CO O v O CO CO IT O N N O M N N
O m M r m M O (O N r N CO m N v OR CO N O r IT M C
CD . W m N r CO m m O O N CD r m m M V O O O a _

W co
M co
Cl) m
M m
M m
M m
M CO
M CO
M m
M m
M m
Cl) m
M m
M m
M m
M m
M m
M m
M m
M m
M m
M m
M
0
? d
m O co CO co CO CO co N co O v O fO CD O CD N N O O
C O N O v CR O N r M O M O m M O r r M r N O
-- aD M m CY) m
o
M a
O
M O)
M O)
M
M
0 0)
M o
M ao
M ao
M M
M M
M m
M
M m
M
M rn
M
CO m
M m
M m
M m
M rn
M Z

O. O O O m CO O O O O O O O O O O O O O N
p o O o o m r o O O U? O O O tO o 0 0 O O tO o 0 0
0 -- o - o ri 0 Cl 0 0 0 0 0 - - - 0 0 0

'a
N C to N N O O co co Go co V N M C) co O M co co co
to O v V -It M O N N
to P, (O O M N O CD N M CO O m N r CO r v x
y H .- N r r N N M to r CO r c0 r M O N O r r m
r N N IT O N O CO v v v v Cl) M M v M N N O v 11

co C
O v N (R (O N m O O v O O m O M ° v °-
_ H O c0 O t
A v
tt N W W t
q
co
V w V M
- N N O N CO O O O O O (O N O (O O O O d
.
- r e- r r ^ N r r r r r r If
N
m ? r- a 0)
!2
(? 3 N C
7 N M m Co V O N O O CO v m N Cl) m N IT
02 w It M O V O O O CO o v N CO N- N (O O 6 O m M O O U
O (O v M - - v R v v v M r r M N - m O M r r II
U
C -Cl
Co r O O - N r CO m m O N CO CO - N O r O N N N
C (ci (d t,: r r? r,: tri tri tri ui (o (o co c6 r-? r (o (o r n r r `i

c

•
O
j, ? v CO O N O O O O O O CO IT N O N r O O O O
CA CO O O O O r- - - m m ao (O co t[) O r Co O O O O II
C? O
d)
C
•
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O r
N
E O O O O O O O O O O O O O O O O O O O O O to d
.. C
7
V ;? Cl) v ao o M v M co O co
I Cl) r v r
O Co
M m
V O O m
ll m
O to
O ar
X
(O m O O N 7 M O T O O M CO 7
x H m O O O O O Co CO CO r r CO - O O N .- O O
d CO
Q to to ao r m v O co co m O r co co O to m O m co to to o
U N M O N O O M - v - v O O M O O M v o O <
C O o O O O O O O O O ci O O O O O O O O - e-
O
O

0 d
o N co CO co M O M (O co v N
o
D CO N O O M N CO
m clli
0 " a r M r r CO v O m O v CO t C co v Co r O v +
r- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 ci 0
m

m Cl) C) Co r E
V O v v M m r M CO CO O CO Cl) It m r O M r M O
t
Q) 0 v CD M CO CO N v vi N N O a r to r N CO O r o

Q F- O O O O .- O O O N r- O N N m C

01 - E
a)

U V N O V N r N r M m O m M N r CO r M O y O

L v M O N M .- 7 - r N r N r CO N O N r O CO O r T O
O O O O O O O O O O O r- O O O O O O O O N N N Ci

- J
0 11
C co O O O co to co N M N O N N O N (O O O M CO O N 2 T
J Cl) r- cn M N co CO co N ? co V N 0) co cn
O
M
co Y

•
C - N
C
m 0 C
O
f' O r4 ? V LO CN 1, CO m N t- LL
F
o J W r N M v O r C O 0) (/j

l N H
m
C
O
r
O
M
O
N
d

0
Z
J ? N M ? O CO r m m - - - - - .
-- N N N
d
rn
a
E
Lu
A
Q?
d/
0
d
c
J
O
N
co
> O O O O 0 O u) u) to N
0 C. N O Iq N N M N M M M N
W = m O O O O O O O
O
l O l O
E C
) C
) v v v ui
R - _ ? -- _ m
O tq LO O O O LO O tO to 0
'p C O N N to N N M N M M c
00) 0) a) m O O O O O O
Ut M M Cl) M v v It v v v

n m 0 0) co M CD

a
t0 N O c0 - -
>
d
v
co
v
co
m
0)
°
° -

W m

Cl)

M
0)

M
m
0)
co

Cl)
rn
M

Cl)
o
v
0
v

R
J
O O a 0
S C O1 01 N V) r- C
D
O Cl) co v to ? co m O O O
0)
M 0) 0) a)
M CD CD a
Cl) M Cl) co m M
M
r-- LO CD 40 0
G O M M M M W t0 tL c C
d m co m m 0) co CD
° a
-
IiJ M M m
Cl) Cl) Cl) Cl) m
Cl) rn
M o
t C)
st p

0 O O ? ?
C C t
7 F11: 9 IT v q t0 N E
IT 0)
rn m m rn 0) 0) 0) o z
M Cl) M M M Cl) Cl) M M

C
d
O
O
O
O
O
O
O
p e O O O O O O O O O1 O
?- r r o
CL
a
N
C
2 tL1 (D 0 0 v t2 v !P
fn :7- 1

0
O
M
O x
i H (
0 01 cc? 0 U? O
> M Cl) O 0 t0 Cl) Cl) Cl) N 11

CL GO t0 go 0) to CV co t0 It r--
H
O v
D v
O
O
O
N
U w .Ur ( m to t0 t0 11

3
0 O
w v
u) N
O CD
t0 O
O
M 00
v 00
O O)
N r
v 00
co

U
N O M V M M N O II
U
C a.
C O N N co co r` O 0) O N
n r-: m to 6 to to r-? r- to
}

o
LO O O Co (0 Cl) Co tl) O
to ? u) 0 u) ? t0 t0 t0 0 to to II
FU- O
_
d C O O O O O O O O O O N
E 6 ui ui 6 ui ui 6 6 ui 6 n
E

U
0
m
co
LO
N LO
' m
C
7 O t0 t R M N
x H O O O O O O O O O O
O
0
Q ? co v Q)
C)
U O O <

- O O O O O O O O O O
O
b

O d d' 01 0) M v Cl) v to LO C\i

r- 0

V n ? to 01 W 0) 01 O O O

+
o 0 0 0 0 0 0 0 0 0 m

O 0 ? y

V CD 0 to v M N N

Q O O O O O O O O
- O O m
E C
-

Q C I- co t0 C\1 v rl- m m 04 O T O
O (-? N
- O O O O O O O O O O J r-
O II
C N r-
M t0 to tf) In V M I- S w
J r- co CO co to LO co to tt)
c
? I
m ? c
c
Q
HO J
0)
co
N
m
N
N
N
N
N
M
M
LL
_
fn
. v W
°
rn m
M
v
to
co
rl.
co
rn
o _
N
n. O
z
J N N N N N N N M M M
t
W
A?
A?
aF?!
m/
I
C
C
C
C
C
C
C
C
C
C
C
C
C
C
O O O O O O O O O O O O O O
V y m (o t6 m m co m m m m m m (0
C a C C C C C C C C C C C C C

E E E m m m m m E m E E E m E E m m E E
m
U U 5 U U U C7 C7 C7 C7 C? U U U O U C7 U U C7 C7 C7 U U N
co
N
N y N
O
D C C O N M (O N W m N I? M
W r N M o V) r r. W m r r r r r r r r r r r r m N N
f6

J V Cl) (O m LO r- N LO W LO O O O (O OD V CO W M O M
(O M W I? W r-: m (O m CD O _ VO Vn n (e') OR M W co m m
7 " ' N M CO CO N M of tO O O J LO h i
=
m
m
CD
CY)
a)
a)
m v
0)
G) GO
a) C
0 C
0 LO
a) m (o u
M v m
(
) Cl) r
) co m cn M m co m M M m m v v m m m m Cl) Cl) M
O

C N
f0
-
CO
(O
N
M
M
CO _
(O
N r-
a)
Ln

m

(O

N

w

m

m
LO
N
Ln
N

N

N

CC

(O

to
C O C C C C C C O O O C C C C C C O O C C C C C

0 CL
V'
m
O
CO
M
W)
V'
CO _
m
V
CO _
CO
N
m
r
r-
M
N
M
I- N
M
_ M (O O (O V r- V' r- m co O m n r N (O N LO r v (O (O (O r N
O N M W W N M a a r,: W O O (O 0 m m m (n a m N
CD
Cl) m
M m
M m
M m
Cl) m
Cl) m
Cl) m
M m
M m
M m
M m
M m
M m
Cl) O
v O
w m
co m
M m
Cl) m
Cl) m
M m
M m
Cl) m
M c
_
w
O
C M M M W m M N (O W LO P- W W O W O M m m a N
J; N V' O r N v r-, m (o m P,? M r (O (n O (n O v r (n m O
C9 0- O M W N M M v Ln W W O Lo (n m m m m m (O
X ,o m m m m m m m m m m m m Cl) m m O m m m m m m m m
M M M Cl) M M Cl) M M M M M M M M v m M M M M Cl) M Cl) Z
d
d^ n m r V
o V O O (O CO N O O W O O ? W (O W CO
a
c Oe m m m m ( o o c. o m o 0 0 o m o 0 0 0 0 o m o
J N v m m m n O (O (O 0 v (O (n (n O CF) O (O (O (O O O O m O
o a O O M r O O O O O O O r O r O O O r r r O r
.-. r m m r m rh O (O N r N W W N a a0 (O N O r "r cl O (^7

> J co
co m
co
rn N
co n
m W
m m
co m
co O
m O
m
rn N
m 0
m rl
m m
m m
m m
m v
m In (n
m (n
m v
m v
m w
m
c w M M M M M M M M M M co M M co M M co M m
M M M M M M

m r7 .-.

O

N

O

Iq

OWO

O

N

P- C,

M

W V

M

(00

m

m

')

n

?

M

N
C)
O
C)
M
0
I-
> J
.... W W O N M W W m m O O v co r-? m N M v (n (n v M LO
C W co
M Go
M CY)
M 0)
M 0)
M a)
M Go
M GO
M co
M 0)
M CF)
M CY)
M 0)
M 0)
M CF)
M CF)
M CF)
M m
r)
Cl)
M
Cl)
M
Cl)
M
m
a SE co O O O W co W M N W N N W N m (O co m cc) co N N cD
J C Cl) M N W co co N M N co (O r M (O
d r N
d

cr U U U U U U U U U CU U U U U U U U U U U 6 U U U
J to
¦ C N v v a co (O Lc) co W W co N N O O W (O O V a W co W co (O
N C (O N N r r r V V' V' V V M M r r M N N r r r r r
JW ?.
1 LO 2
O am+ ?/)
LL l0 U M
v N
M M
O m
V (O
co O sT
co W W
CO N
.4 O
N W (n
n W
N v
W m
Lq N M
O m
G! N
M (O (n v
(O N
O C
LO to v M et V V V V M r n M N r m 0 M I- r- N O
U
N
C
E .-
N N
If1 ?-
E O

? II
O
N

c O m
w n
CC) c
= 7
N
N Q'
lL
w
U
O W
~
o
O
C O ° M V
0 W m O N M v M Z
J Z r N M v W to r- W m r ` r- N N N N N
(D
CL

!3/
W/
E
S:a
c
0
c
a
> >.
?? d
m m
m m
m m
m m
m a?
m m
m a?
m
0
0
C7 U' C7 C7 C7 (? C7 C7 N

N
N d O
13 C z N OD 0) C)
N N N N Cl) C
t0

C
cli
M CV LO
O 00
Ur ?'
c
- O h I
A O I? ? C
D N
= 7 V
M CO
M co
M O
M O
M O
V O
a
v

C U)
(0) N
O
CO
C9
m
m
m
CO
CO
O C C C C C C C
_; E
(D
O
CD N
O
to
CD
Cl
LO
-
COO
I--
M

a)
O
O
O
O
O
O N
O O O O O O O O C
Cl) M Cl) Cl) M
O
J c ? N - Lq O n 'a U) ID
cq
0 v O r-: Co o) O o a
7
D v 0) 03 0)
l Im a) 0) C) 0
Z
M co
C
)
M
M
M
't
v
d
N O. ^
C?
O
O
Cl)
n
O
M
LLD
C O o O rn O O O rn m O
J W v
C) e- - - O O r
CIL LO C) LO C) V r- V
S W Oi 1) l) O l) O M (3) m
°i C)
v a
v
r ( C C
c
N .-.
O
tn
O
V
O
r-
co
N

W
M cn CD 0) a) C)

CI)
M CCO M M M
a
L
LO
U')
?
to
OD
N
V)
J M co
co
41
0
d 0.
ct U U U U U U U U
J N
? c N ? a0 CO DD O ? ? tC)
J W '?
o .m. w O
CD O
O
M O
tY O
O O
N O
CD
c
LL m 0 O M It Cl) M N O 0

N
C

m r
E O
H

fn If
V
O

c J
O
a
J C
C
D `

N N
Q'
lL

U
N
LLJ
m O
co U') (D r- co a) 0
_ CN
a
z
J z N 04 N 04 N M M M
a?
I
J
ln0 Z£'86£ '13 'AUJ
00-ZOV. 13 WIN
9 :Ul - G6Z' 10+9 81S
UI 90'86£ '13 'AUJ
ISO 9616£ '13 'AUI
0070V'13 WIN
9 :Ul - 04'5L+17 IRIS
UI 88£6£ '13 'AUJ
1n0 OEM '13 'AUJ
OZ'L6£ -13 WIN
17 :Ul - l£6 99+£ e1S
UI 9VZ6£ '13 '^UI
ISO 8£'l6£ S AUI
00'96C'13 WIN
£ :Ul - £4L-9£+£ eIS
UI 80'06£ l3 'AUJ
ISO 96'68C'13 'AUJ
00"56£'13 WIN
Z :Ul - 6££'90+Z IRIS
UI SZ'88£ '13 'AUJ
1n0 81.88£ '13 '^UI
0£'46£ 13 W2
L :Ul - 9£Z'9£+0 IRIS
UI 00'88£ '13 AUI
0TZ6£ "13 .PWO
I1e13nO - 00"00+0 IRIS
U.I
O O O O O O
ap r e O
M
O Cl)
co
C
7 O
O
LO
'
s s
I I I ? Ji
i k ? k? i N? ? I
O
f ? t I I I a--?- ; I
, f 1

j f i € t 1 s
?{ I ±
f I O

,
g

`
i ; i { f i t
1 t 1 I 1 d? i {

? f
jM
_717 i
i i
i t l I

I t?? i f '? ' i 7 s
f
?-
i I r 1 ?? ?? E
'+ ` i I! s f I ?+ d
I j ? j l i? r s l g
I i !f i 1
E ? y i 7 ! i
! ' 1 ! } LPL

I
f

I

..__...... --a LO
I ? I
'I

C)
-, ?
co

L
j I ! i I U
I

1 O
N

1 ,
i
°
--
- - - j
. N

1 : '
'
?
f
o, ? I I
I
I
I
I
! n
t
i
7 +
k ? 7 1 i g I tt? i 4 i f
+ 1 r
i ' 3 ? i r 1 t 7 1
+ I f? tl ?! ;'?'?
i I + i I ? I
• 1 ? { ? 1 I j
1 " s y 4 4 j+
i
t
I I
0 0 o O o
ao v ? o
?7 CM Cl)

N 1 + I

J
. J I =

' i
i
-
I
i
0
0
P7
Go
M
e t
i 1 I
{ E 7
1
( I
0
0
N
N
N
3
N
O
0
/?JI
A

3n0 b8 66£ 13 'AUI o
00'£Ob '13 WIN o°°•
9L :ul - 86Z"b£+9L IRIS oo °o °o °o °o °o
ao v i0 0 o M
ul 88'66£ '13 'AUI v v v° c°•i °° Cl) Cl)
ISO 84'66£ '13 "AUI
00'£04'13 WIN ?- -- ----- - ---- - --- o, T - - , I co
1 1 3 E i , I N? I ' SL :ul - 86Z'SO+9 L IRIS co
i 1 - ; 'o
ul 9£ L6£ 13 'AUI g i s N
it I ? I I
ISO 9Z'L6£ 13 'AUI i I C)' i
0£'£04 l3 WIN
i } 1 0
IFL :ul - 4L8'S6+ZL IRIS
ul L6'96£ '13 'AUI ! I i g i ; i? k ' !
hO 48'96£ 13 'Aug t 1 !
OS'ZOb '13 W!a
£L :ul - 68809+ZL IRIS
a-- -l- -?
ul OS'46£ l3 'AUI ; I I ! I ?i 11 s
ISO 0976£ '13 'nug
00'66£ '13 WIN I g I i i t
ZL :ul - 4Z6'86+L IRIS g i 1 3+ g o
Y !
ul b£' L6£'I3 'AUI °o
hO bZ' L6£ '13 'nug .- - - - -?- - r-: --f --L --r - L j o
09'96C'13 WIN s I ' g ?. I
9 N
l L =ul - £Z'Lb+S IRIS
ul L8'06£ '13 "AUI i s ! ° ! cLi
hO LL'06£ '13 'AUI I° j ! s g+; t i s N
09'96£'13 will i I 4' ; 1 r o
q_ o
DL :ul - ZSS L9+4 IRIS i W ! a co
N m,
g ! g I 'N a;
ul 0£'06£ '13 'AUI I r; g j I o;'
ISO OZ'06£ '13 'nug I R + ! s J'
08'96£ l3 WIN
• I N ° ?
6 :ul - 66Z'6L+£ IRIS o
-;----r - --- -- - ??
4 r g\° I J1 Qq CD
CID
ul SL'68£ '13 'AUI ; g :• I j 1 t ; u a t° g f
hO 99'68C'13 'AUI I ? I
09'96£ '13 WIN ! i i r o; N
S :ul - LLL'96+Z elS j : j s r>b t? I
! ,'' S It?'' !! ga 4vi'Q I
uI ZV68£'13 "AUI -' i g i - - -- °o
o , v
ISO Z0'68£ '13 'AUI I - co co
0016£ '13 WIN o
L :ul - OOVK+L IRIS N o'
I 1
j ' g a ? 3 , i= I, ?S ? o I
ug 8Z'8S£ 'g3 'AUI
hO 8 L'88£ '13 'nug
o£ b6£ 13 WIN -. - -- F -- - - - ]°c jI N
L :ul - 9£Z'9£+0 IRIS ? a
c? I g? i{ 4? 1 4 `? I 2
ul 00'99C'13 'AUI
0976C'13 .PW!D
y_
IIeIhO - 00'00+0 IRIS !-- ---- --- -- -------- --' I - - - - o
°o o °0 0 0° o°
ao v h o Cl)
CD m m ao
M Cl) Cl)
W
0
0
N
N
(U
3
N
U)
E
O
c
0
m
(D
tfb
Q.
r#
E
J
(I
O O 00 O O 00

N t-
O
O N.
0) N
0) t-
a0
Cl) ch o Cl)
to

'
j 1 ' gym;
3n0 OL'96£ A "nui s j
09'86£ 13 WIC a ;
OZ :ul - 9L9'L1•+9 e3S { Lo' i o

ul ZV96£ '13 'nul
h0 ZO S6£ l3 nul Lc)
08'86£ '13 WIC ? i i ° o ! o
6l :ul - 9£6'65+L e3S ; - -,--.-- a-- - ---- - -- - - +- --
o i o
--:

ul Z£'ti6£ •13 'nul ; ' ! I

3n0 ZZ•46£ '13 'nul
.
- i
!
I w
! i !
; ! v
N
08
96£
13 WIN
8l :ul - 960.3Z+9 e3S I
? s , ,l o
- - - - f - '-. ---
- -' ?- . - -- - a0 - -' O
co
'
'
'
nul
ul 8L
£6£
l3
3n0 89"£6£ 13 'nui
00'96C'13 w!2! I i ? f
L l :ul - 940-££+9 e3S !
f 7
!_ _ !
r 1--! -I -'-- - r
' ' - - - 3
- - - - 0O
! 7 ' y I a 1 ?o i

s
! ; M
I
, ! ', 1

O

ul OL'Z6£'13 'nul ; j
3n0 09'Z6£ '13 .nil ' ! !
i
00.66£ -13 WIN

Z3 :ul - £L£'L£+£ e3S
r
I
-- -- - l
-; --r-3- i I
; 1 - O
Cl)
, 1 c

,a

l i ex, J
I No O
C)
`

' S f 1 N _
t I l `' } N ?
i f I Yl
ul b£" l6£ '13 'nul
i
1n0 bZ' 36£ '13 nul
3 WI
09'86C'
;
#
o
N
1 - --
--- -- --- - ' -' - --- o
L l :ul - 9L9'5;9+0 e3S
J
i ! ! 9 co _

ul l8'06£ '13 'nul s
_ € i ? I
3n0 LL'06£ '13 'nul ( 1
09•96£ '13 WIN i !
00.00+0 e3S ! O
°o o °o o 0
v _N r N
0 N
a) r-
00
a d' v Cl) (1) co
W
co
0
0
N
N
d
3
a?
U)
E
0
3
0
w
m
CL
E
co

I
O O O
O
O O
3nO L£'96£ -13 'AUJ `r
00' 604 -13 wRi - - -? .,
bZ :Ul - £8Z'ZZ+Z e3S
UI OL'96£ -13 'AUJ
3n0 ZO'46£ '13 'AUI
9Z'66£ .13 wN
£Z :Ul - £5£'55+1 e3S
UI 0£-£6£ '13 .AU
ISO OZ'06£ 'AU:
09'96C'13 W!a
6 :Ul - ZLO'£8+O e3S
UI 8L"68£ '13 'AUI
3n0 89'68£ '13 'AUJ
09'96£ 13 WIN
0000+0 e3S
_N
w
_?-?
? i 111
i +
'
1?! i 1 o f
4+{ j 1? v+ j
7 1-
s( {I .
R
00 00 00
O O
V v
O O
O
(D (D
0 0
(
7 (
7 co
LO
1 1 i N
i
Vo I I

? 1
i
°
_
_- o

O r
! , N

I '

LO
3 C
j

CO
t

`I ? t I

1 •

?
O
O
i

f ?
9 ' i
1 i
? Z
t

t
1
t j

t
_ 1 I
i 3

U)
o'
o s to
J
fh:. I
j Lf)

O 00 O
(o (o
CY) co
M Cl) m

U
cu
3Y
rJ^
V
co
0
0
N
W
N
N
E
O
U)
O
f0
T
S
CD
I?
ix
}
00 00
_ Co
0
o co
m
rn to
m
v M M cn
O

ISO l£"b6£ '13 'nu!
I
0916£•13W21 I -'
9Z :ul - 94198+1 eIS i
J = + s ! I ? i f J' I
LO
uI 00'b6£ 13 -nul ' ' 1 1 I ; i
ISO ZO'ti6£ '13 'nul
9Z•66£ 13 WIN
,
£Z :ul - £5£'55+1 IRIS
I r r
I i, I, I J i? ! i
3---
J
J I I ,
UI 0£'£6£ '13 'AUI j I
ISO OZ"06£'13 'nul I ° y
08'96C'13 w'N I
6 :ul - ZLO•£8+0 IRIS s
' ? II ? I { .. ? I t
! 1
i ' 1 J?, I I
J 1? i I d ?, ? I
i 1 E
i I
I
W OL-68£ -13 '^W ! I
ISO 89"68£'13 •nul ;
09'96C'13 WIM
00"00+0 eIS i I
,
i
C%l
-? -- ---
I
1 ? I
. ?o
i
i J LO
? • I
e :
I o
--,--:--! LO
0
tin

U
dl
cr

00, i
J i
co:
I Lo
IN
i
i
a
J
Go
0
0
N
y
N
3
a?
E
`o
3
0
U
CD O o 0 0 0
0 0 0 0 0 0
co to co
O o rn rn co
v v v Cl) C) Cl)
W
L
CL
V/
i

C) O o 0 o O
0 0 0 o O o

r v r- o m Co
C14
° ° e
M
v Cf)
v v
1 o
°
- ------- ?- --.-- - - - - --, - r- .---,--?-- --- -
CID

3n0 b8'OOb '13 'nui I
?
9£'bOb '13 w!a (
i s
? o
' Z£ :ul - 84'69+5 eIS i ' _ ' ,
°) I °

ul LZ'OOb '13 'nul
'
'
' 1 + ' '
1 ?, I
AUl
ISO L L
OOb
13 1 i' £ j
s
9E'bOb 13 w!a i ,
°
a
, I
'
"
LE :ul - £LL'ZO+9 IRIS i --r--; - - p
-:-
;
- ?--, - "I a°n
U?
?cp
. !
'
!
'
1 3
y j l j
I
- 11
7
'

ul b9'66£ -13 'AUI
! J LO
r ! ? j I
ISO b9'66E l3 'nul
9E'bOb '13 WIN
` I
OE :ul - ZOb'6b+b e3S ' f " J R { J i

ul OL-96E '13 'nui
'
'
' I{ I + i;,; i a 1 i i
AUI
ISO 09
96£
13 r
I
i I
OZ'bOb'13 will
I i
1 i
1 ., I
s m(
! 3 J o
6Z :ul - 9LZ'99+E eIS i en r
,
ul 90'96C -13 'AUl
'
'
R ?
+
'
i
Co
AUI
ISO 9616C
13
'
' y
,
i t 3
bOb
9E
13 WIN
8Z :ul - Z99'OL+£ e3S ?. '
,
' --. isi§
1
l

-
'
' f ;
1
' ' ; I
II ' I ' J I I
O ; ' LL
AU1
ulOb
L6E
13
ISO OE'L6E '13 -AUJ
OZ'bOb "13 wla z a>o '• '

LZ :ul - 96L'99+Z IRIS

) , - - ?- {- - . .
°
y-- `- l N

a i r 1 I '
y
i
J
Q!
I
+ + 5 { s l i O` I O
`
ISO 9E"96E '13 -AUl , ;
• ; ?? i
OZ'bOb 13 w!»
' I R I ; 1 s oo i
9Z :ul - 8L
OL+L IRIS
Y2 u.)

: 1 1 r l a
.
ul 09'b6£ '13 'AUl
of
ISO bZ16E 'I 'AU1 -- --',- -? :-, - i-; - j - - °o
09116C13 WIN v
L L :ul - 9L9'99+0 IRIS ' w 1 I
CO ; 1
-.
ul MOK '13 'nul I i
ISO LEM'13 'AUl
09'96C'13 wra
00'00+0 e3S
-? --- - - - -? - - -- -- - - I °
o °o o °o o° °o
v r- o ci co
)
° °
°
r)
a)
v
> v v v
W
ao
°
0
N
3
N
U)
E
cz
0
m
T
r�
0
i
i

°
m
°
°
N
E,
3
ID
m
y
E
o`
y
3
0
N 0
v`
N =
N
N
O
N
m
a
OD
v
v t+l
N
N
(L
N
L
4)
3
co
E
L
co
3
_®
L
v
v? v
v v? v
N ? 'fi p
v.:
n
v
N
AI
0
v
to
to
N
_C
w
O
N
m
E
7
z
E
U
E
d
T
J
O
f0
2
_N
LL
U
N
O
a
m
l0
a
It
cl
N?
L+?lo

L
r/
0
m
C
J
O
N
co
N
N
_ O
W O O O O O O O O O O O O O O O O O O O O O O
d M O O N O N O (D O O a0 a0 a N ao a O O O O (D O
E
C
•
?. "' to
o) I-
rn n
rn n
a)
O a
O O CO aD
O CO
O (+i
O I-
O CO
O f7
O It
O m
O m
O m
O m
O LO
O
D
_
a M M M M ? ? ? ? ? ? ? ? V sT V V V M M M M ?
H
y
N
O
co
co
O
O
n
O
O
D)
O
(D
O
O
M
O
O
O
O
O
V
a e q (- v O co n co (D N O O M O V O O N O O N O O O
7 V r' O r r r r O O r r '- r r e- r r N r e- .-
m M M M M M M M M M M M M M M M M M M M M M M
z
? c
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
o
O
o
0
0
0
>" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

co
r_ CL
J L C\l
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U L-
U h
U
U
Y C
D

m
•
C
a
W N co si sf co O O O O O
l O O It O O O O O co O co
- co O
T J •? v O O V M M M co C
) M M N - - - - - M M .
a z
L' p• to N O N v ? O M O N m O O O N N a0 c0
N I? N r aD M ao aD N O (D M O O O N O O O N
O O N M O h O M O r O) O O O M 0) O O O)

C W v co 00 C) 0) 0) 0) 0) a CD C) 0) 's 40 m C) m 0) 0) 0) 0)
Cl) M Cl) M Cl) M m m V R v IT M V IT Cl) V M Cl) M Cl) M
N
W O. ^ O O O O O O O O O O co O 0 O O O O ao 0 O O
c Do O O O O O I- o o n rn O o 0 0 0 0 o O rn o 0 0
_
J 0" O O O O O O - - O - .- - - - - .- r- O -
C C O O N O N I- O Cl) O O O (D N N I? O O
O M ao O Cl a0 O V D) N? M W W W O O M M M M P
> co D) O) N M O ^ M M to I. W V O) O N M a O M
C W v oo CO Go CD 0) 0) CD 0) Cl CD a) a) 0 m 0 0) 0) 0) m cz
Cl) Cl) M co co M M Cl) M V M M M V M Cl) M M M
m m C

C O O O O O O O O O O O O O O O O O O O O O O
O O O O O O O O O O O O O O O O O O O O O O

C
G U N
O O
o O
v N
P M
tD O
Il M
r` O
M O
M O
ao W
n O
rl W
a M
(
(o W
O V
O N
ao N
Il
E 0 0 0 0 0 0 0 0 0 0 o a
O o 0 0 q
0 0 v
0 0 0 0 0
O u
O
M N ao Cl ao m M M co (o a O m (D (D o (D o (o co M ao
LL (DO r- O n M Cl) N O M to M N N v (D to r 1? (D O
? O l0 ... O O O c- ?- O O O ? O O r• O O O O O O O O ? O
C
O o i
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
C .V..
Y O O O O O O O O O O O O O O O O O O O O O O
y y a (D
a
a
y
a
a
a
a
y
w
y
y
a E
a
E
a
E
Y

a
m
=
19 0
-
o
o
m
m
o
0
0
0
fO
0
0
0 ,
"
E
-? ?` C7 C7 ? (7 U C7 U U C7 C7 U U U U (7 (7 C7 C7 U U U C7 w
v
d
N

C w C)
d
C 0
w
LO
N
D)
Cl)
n
LO
O
O
a
to
N
O
N
r-
M
0
O
M a)
a.
Co w O M I. O n (D i a) (D ^ v M ) 0 to
c
C
M E

Q
C
C
O
co
M
V
M
W
O
O
n
0
0
M
I-
O N
T
_
J d O
N 'T
Il N
M M
- o
N
N M
- M
N v
N O
r- I- M O O (D W n O
M ao
O I-
N
U
J
0

? (D
a+
C C C
C
W

r

N

M

sf

O

co

(-

co

M
O

?'-

O
ce)

fD
O

T
co
D)
O)

V
_
Q_ Z
LL

? •N
C D O N c2 O (O ao W O N O
J Z N M V O co I- co O) { N N N d
0
N
O
N
N
al
3
m
E
0
0
m
v`

d
m
.o
a
I^^
r°FY

44
a
4)
?L
W
ww?,
'W
E
L
A
-W
ca
0 O
d 'E
C N
?
J 0
E
4:
o
N
N_
U N
N
O
a W O O O O O O O O O O O O O O O O O O O O O
CO - O N O O O N O O CO O O O O O O O CO CO O CO d
C E 0
O co
O m
O 1-
O M
O (-
0 M
O M
O v
O O
O co
O w
O IT
O (n
O (n
O c0
O w
O O
O W
O co
O co
O O
O m
?

H .••. O O O v O M O N O O O O O O O O 1- O O 0 O
0 o Y O O O Cl) 0 co N o 0 to o Cl O O O Lo n LO LO CD O

d M M M M M M M M M M M M M M M M M M M M M M
Z C O O O _
O _
O O O _
O O _
O O O O O O O _
O O O O O O
>' v O O O O O O O O O O O O O O O O O O O O O O
V
m 0 to
CL A= t=
J Z U U U U U U U U U U U U U U U U U U U U U U C
N ? -

O
l0
u ?
N C N O O O O O N V co O O O O O V N N N N w O7 (O co
M
?. J •y V V N - - r - r - N a V V M M M
a z
Q O V O N 0 0 M r- w O O w M O N V w w a v
j? N CO `- CO 0 M M M )? O O V (O O n n O - V N

C W M N 1-
0 .
M
0) O
CD O
0) O
0 O
O O M V O O
0) N
0) M M
CD V
(D O
a) c0 c0 1-
0)
V V (
7 f F
) (
') V V V V V f M (
' M M

d CL :z O O u7 O co O O N O O O ? (O O O O 0 O
C O o O O O O O O O O O O O O M O O O O O O V O
J H ` ?- 0 - W r- .- - - - - r- O ? 0 0 o O 0 0 0 0
'cc O O O N O 0 0 M N M 0 V 0 W 0 N 0 M M M
0 V V O 11 0 M - 0 to V r*.? 0 M O O V 7 O O 0 7 )?
N N V N Cl) 0 M (O 0 N M 0 f- N M V O O W (0
C W ... C) 0 CD cn 0) co 0) 0) m C) CD C) m (n 0) 0) m (n m a) cn
V V co M M M M M M V V V M M Cl) M M M M M Cl) M
m m C

E
E O O

O O
O
O O
O
O
O
O
O
O

i
O
O

O

O
i

O
i

O
i

O
o

O
n

O
i
ui LO LO Ln (ci Ln LO W) Wi o W) LO u LO LO LO u cc u L u
'
O
U 0 O O aO t0 O O O O N V O O 0 O CO N V N N
7 0 V 1- 0 O O O O O co co V 0 O O a M
0 M
0 O
0 co
0 0
0
u o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0
Q

C Im C6 N O 0 to V to O M O O O 0 O
' O to M
- O
O V
O M
O O
O V
LL `` O - M M (0 V N O O O 7 1 O O r 7
cc O O O O O O O O O O O O O N O O O O O O O O
C _
3
O C!
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
C
Y O
O O
O O
O O
O O
O Cl
O O
O O O O O O O O O O O O O O O O
u d N O N N N C)
m C)
m C) 2 2
m 2
m 2 2
m 2
m 2 2 2
m 2
m -0
c a m m m m m m m = m m = m m o E
?' C7 C7 0 0 0 0 0 0 0 2 (7 C7 0 C7 2 0 0 0 0 a 0 U
•°
aD
d
.90
>

a+ .? Coo
m C d
O
O
M
C)

10
V
O
0

r)
O
O
N
M
N
V
V
CO N

d'
d G CO v I? h v w co . O N O O o

C
O) L
` _y
Q C ,
C ^
_

)

_

M

_

V
to

O
0

0

O

N

co
co

0

N

O
O

M
M

-

N
O 0

(4
J d CO
v
O
0
M
N
O
M
C
O
(
O
co
N
V
V
J
0
CD
a
N N to co (n O N M 0 0 CO 1- CD 0 O
V N
V M
V =
Q C Z N N M N N N N M M M M N N N M M M V
LL

U
d
C Q
M
V
O
(O
(-
co
0
O
N
M
V
O
(0
1-
CO
0
O
N
M
V .N
O
N N N N N N N M M M M M M M M M M V V V V V d
J Z
C0
0
N
N
m
3
d
E
0
0
m
2
M
41
N
a
It
^0?
cl
4)
w
E
L
O
c-W

4)
C
J
O
N
Go
N
N
O
W o o O o O CD O o 0 0 0 o O o 0 0 0 0 0 0
4
4) O O to 9 O to v O O to q v O O O to O M ?
E
? v
o v
o co
0 to
0 co
0 co
0 (p
0 ri
0 co
o (O
a co
o co
0 (o
0 co
0 V)
0 ui
0 v
0 co
m is
D
_
co
0 --
O
O
C)
O
LO
v
0
O
O
o
m
O
C)
(O
o
O
O
O
o
O
009 Y M LO LO o N m O CD O o v n to m o 0 0 0 0 0
7 0 r r O r N r r r r r r O O r r r r r
0 M M Cl) M M Cl) M Cl) M M Cl) M M Cl) M Cl) Cl) co M M
z
0 c
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
>" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

m
:3M U U U U U U U U U U U U U U U U U U U U c

47
? fA -
0
N
V
?
T C N C to v co to M LO to an 1n W) W) 0 W) U') N LO N 1n O N
E
L J •? v - - - .-• - .-- - - - - - - - - ? .-
CL z
t' d ao v m O C) co O M O m O (o v CO u') 10 to LO O
? to t` M to ao (O - O M V: O (o m ? (o m m It

C W` co
m m
m (o r• N M M M N N M M N ao
m m
m N
Im
C
7 f
') v v v v v v v v v v v v v v c
7 v f` 7
4)
0 G^ O to O O O Co O o O m m m O O O M O O
c oo to n o 0 0 0 0 o O O o m m m o 0 o m o 0
J 0 v O O 0 - - - - - - - - O O O O
VC v m v O N O O Go O O O o to v co o O O O
? v t` - O m to M r- M 7 r (n 7 f` N M v O O
n co o n m N N N M O N N M N m m
C W ` m M 0 a) m
'
c v v M v v v v v v v v v v v ) v c
?
m d C
CC O O O O O O O O O O O O O Cl O O O Co O O
C i+ v to Ln to to to to to LO LO LO LO to to to to to to to to to
'
0
V m
0 LO
(o
fD M
r- O
I,- (o
r` (o
O (o
co v
co M
co N
v M
O
h (O
(o LO
M W
r` m
co
O aD
LO n
to
.?+
C3 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3
0 Cl) 0 to v co M v to tq LO U') co m to co m m M v r- M
LL E ED 0 (o v m O O N N O O o O O O O M N O
t O 0- O O O o O O O O O O O O O O N O O
C
O C7
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
C .V.
Y O O O O O O O O O O O O O O O O O O O O
e m m m m i m
r
CL 0 0 0 o m m (` m m m m 4 0 m m E

4)
41
Qt V
>
C V- O) IM
m C is N co r- O
O N m m t- _
M N LO tO r- o 0 O
O M Q'
0 in 4( co v O to t m co o M (
n v v

C
M

aL+ E
_
Q

r-
N

co
N

LO
N

o

co
v

o

o

n

O

m

O

0

O

M

v

m

Ln
N

w

o

C)
IT y

n
J m N ?- (O M M M r` N n (O v It r` Cl) N co m J
0
of
co

= v to co n LO m O O m m v to 0 r` co co O O n
l
?
Z v v v v v v to to v v v to to to to LO v v C
)
.-

U
d ?
C D to co t- Co m O N Cl) V (O (o r` m m O
G N
N M V O
J z v v v v v LO in to to to LO to to to to (o (O co
d
0
9
(V
O
O
n
m
3
m
E
`o
y
0
`m
v`
r
CL
A?A+
co
E
L
io

J I r
I
O
N
co
> O O O (0 O O O u7 O O O O LO O O O O O O O O O N
d
W .y
$ I M
O
i O W0 Cl!
- q N O q O O q q d N q d q O O O (D q N
? (
. m
l r
m n
m
l (
m
o
d 0 o M of
0 M
0 0
0 n
0 W
0 M
0 IT
0 M
m M
m O
m M
m Ln
o 0
1 C
) co C
) M d d d d d d d d d d d d d co co Cl) M d N

O O O O LO O O O q O O O O WO O O O WO O O O WO ?
c u0 M O W0 N t0 N O (D O O q W0 d O N d N O O O N C
` ? N
m (D
m h
m h
m n
m
O d
O O co co
O co
O
O co
O O d
O M
O n
m a)
m m
m m
m h
m I 7
C7 M M Cl) Cl) M d d d d d d d d IT d d d M M co co M

(D co N d m h co m m co m h (D M O N M r m
G .•. I
h WO M O n (o q N m M O W0 m m O q h N M M m (D
>
d ? M d Wn 0 h q N d h q m 0 o to to 0 cD m

w m
co m
Cl) m
CO m
M m
co m
M m
Cl) O
d O
d O
d O
d O
d m
Cl) O
d 0
It 0
IT O
d m
M m
M m
Cl) m
co m
M
J i
q d n n h h d u7 co m Wn d h M V) n N N h
= C $ (D u) r m r (p h n O n OR (D t0 M q M (D r d r N - i X
? I O M d d 0)
m
N
M
d
h
q
O
d
O
q
q
m
m
CD m m m m m
m m
m m O O O O CD O O O
O m m
m
m
m
m

M
co
M
Cl)
Cl)
Cl)
M
M
d
d
d
d
M
d
d
d
d
co
CO
M
Cl)
Cl) II
m
q
to N LO N d n WO M U') .N m q q W0 N N d CO
cc)

to

?'

> I Q N h IT N h q M q q N O (D M d to m Wn N O Wn q N N
C
N
W
i =3 m m N M q n m M q n m WP) m O M d q N m II
W _ co
M co
M m
co m
M m
Cl) m
co m
Cl) m
M O
It O
d O
d O
d m
co O
d O
d CD
m O
d m
C l)- m m
Cl) m
M m
co 0 y

O O WO N U) N It n W0 Cl) u') •-- d r m O q N N n O O
.U
r C O M cq Wn M cq m d m h M m m m d iO O M M M M h E I
11
- ? I
q m m N M q h m co (D n 0) d m o N M d WO co
O
U
q q q m m m m m m O O O m m O m O m m m m m z
M M M M M co Cl) co Cl) d d d Cl) M d M d M M M M M •-
y
a i
o
0
0
0
0
U')
0
0
o
LO
co
0
0
0
0
0
o
CO
o
0
0
3
o e Wn Wn Wn (n Wn h O o n m an o 0 0 0 0 o Wn m o 0 0 0
a cn - 0 0 0 0 0 o r r o r r r r r r r - o r r r ci

a
i N = N d d co (D O O O O O O d WO WO u7 q t0 co O co co WO Q
v I WO q d M M M M M M M N r r r r r M M ?- r r cc
d U
U)
m O q d h q WO N d d m m N q O N O h N O O I c
y N M W0 h q m r r m q m r ?t WO W0 q n q q n M O m -
co d d W0 W0 (D (O It Cl) d cC) d Cl) M WO r N d M (o r i
I
"O
M m m d O O M N q (D It d d d d h u) d I E
O cn co N
O n WO d h N h h O O
U ?- N d M d d M Wn WO N (D q q q tD d WO m w
3
W0 r (D d q m r q N n M 1 j
O
tg 3
02 H Cl) N q Cl? N M h r M m
q d
n m
M N
M N
d CT)
r N
o n
6 m
m WO
N N
I
O
F- h
(D O
(D q
LO Wn
M co
N m r- q r O q N r r u') N ( M n `
r O
F-

N= '= I WO co co m r M It CO M m r N O N N O N O O N N m
.., C u) ui ui (o (o (() fo (o (o r h r n h (? f? f? n h h (o W`)
r

co
. r co m r N m N o h o a d O h (O O O m
(n r r C n q h h (D Wn (0 Wn 6 (O Wn Wn Wn Wn W0 WO W() Wa II
U
F-
O
-
4 O O O O O O O O O O O o O O O O O O O O O C)
N
C L6 Wn O Wn t0 Wn Wn Wn u) Wn Wn u) Wn ui Wn Wn Wn "i q Wn Wn Wn a-
E

U
w
I
m
O
0
d
m
m
m
d
WO
V-
N
m
r
q
u7

M
q

-
10
Wn
Cl)
m
d 7
O

I d WO r O n q d N W0 d m M N r n r . r
X
l4 F-- D) co (6 Wf) () N N N O O O o a O N N O O O
O
d q
Q i h m O O w h q m m N N N q q WO q N WO M q O
U M O O q q N (o q m N d M O to Wn m q <
O O O O O O O O O O O O O O O O O O O O O O
E
0
O N O WO N CO W0 CO WO WO O (D M W CO n CO d N N I
N N
N U WO u) C) n WO n n M M q d h h d to q d co q co h I +
o C) 0 0 0 0 0 0 o 0 0 C C) 0 0 0 o 0 0 0 0 o 0
rn o
> E
W U M
(D d
Cl? q n
n M N M O d q d m N 0 O (D O (D O q n O N
d O (p D) WO d Cl) r d m N m m q m W0 N d Wn (O W0 (D N
Q H N r r r m n WO WO d N N - O O O r O N N o r C)
U
C

rn E
a) _
(j N co O co m M M co w d WO m co q O co O (D (D M M in O
? c n r O n M M N m M (O m N N d (O u7 r n (O O >. O
O O O r r O O O r O O r O O O O O O O O r O (n N
? n

c O d co co d M M in LO O n co co (D m m WO n co
m
Y>,
J n M Cl) M n n M (O O d d h M (O N (D .
N
r N N
.- N N
r
r
r
r
r r
2 ?
c
N
m ? ? c
C
0 O C
f" J c
W
r
N
M
d
Wn
m
n
co
m O
r
Lo
n
(D (D
d q m m
d LL
- - U W
F-
(n
c
°
T
(D
q
m
o
N

a
p
z
J r N co d q co n co m r N N N
tip??p
?V
O
I
i
? I >
m I O
C E
_
J I ? r
U o
N

>
O
O
O
O
O
G
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O OD
N
R CL i m r m N to q O N Ut) UO oD OD UO UO O O O O G 00 CO OR N
W = O O Cl)
O r-
m O m O Cl O V)
O co
O O O O O O O O O 6
O (D
O O O
E v v v M v M V V v V v v v v v v v a v v v v
? I
O O O O O p O O O O O O O O O O O O O O O O i ?
C ® m N UO O N M O O N UO en CD O O O O O O O O CD a0
I
t0 t0 r- t-- rl- (O N M co V Un (D Cl) M ti U) O O LO (D to (D 7
o O m m
l m
l m
l m G O O o O o o m o o o o o o o
V V M C
) C
) C
) M V V V v v m V V V V V v V
M N O ? (O m CC) m n co O V CD h CO to m M m

O. _ M n (O O N O O (D O CO n ? N N r? N f` N V (O N
>
y
0 M M N V m V N. m O N co V O O ((') (O co cc CD co co m

W O
V O
V m
M m
M m
M m
Co m
co m
co O
V O O
v O
V O O
V m
Cl) m
M m
M m
M m
Cl) m
M m
Cl) m
M
J
m V V Cl) O v h O co m r.- m O r-- v m v N m N N
x
= C _ V (O N N N UO co CO O M m (D co a0 p - M (9 N
O N N tD V t0 M v CD O N V m CD V W) o (D CD CO CO M
O O m m m m m m O O O C. m m m m m m m m m m

V
M
M
M
co
M
M
V
V
V
V
co
Cl)
Cl)
Cl)
M
Cl)
M
M
M
M 11

O v O N m m M ? CO o (O co
M m N
N V a0 W O V N n
tz N CD .- t` O m M M M h UO Un V (D ? O v (O V N d
d M N r- M o O (O m CD M V O O N M M V N (D c0 ? C

W Co

v O

V m

M m

M m

M m

M m

M m

M O

V O

V' O

V O

V O

V m

M m

M m

M m

M m

M m

M m

M m

M 0)

M

O
II

O O O N t0 m m M N M M V m m m r? m M W Cl)
?
U
C C ^. V O n m M 7 m (D v f` m r? Un O V' O O m E 11
N N V N M m m (D m N M m r- N M V (O (O CO CD U
O O m m m CO m m m O O O m m m Cl) m m m m m m Z
V V M M M M M M M ? V V M M M M M M M M M M ._
N
CL
O
O
m
O
CO
O
(O
N
O
O
O
I-
O
O
O
O
m
O W
3
Q e O O O O O O O O O O O t0 M Ln U0 UO tO UP) UO V LO O
4) `' m (O - - - - - - - O - O O O O O O O
a a

N
C UO (O t0 W (O N V O UO UO O UO UO V N N N N (O (O (D tD
...
?-
r- V N .-- .--
N
V
V
V
V
M
M
M
M
N
? U
CD

y
N I-
(O N
C V V co
- co r- N t0 m CO to O (D M UO N f? m a CO C
O O r e M M N M M M M O O M M UO O ? n CO m
> r N M V V ? P,: CV N N N N N m a UA (O r--: v V V V
v a
O LO (D O
m UO N
m Un M
M N
to (D co ?t to r O
Cl) (D
N I-
Cl) V
(O M O
V V
(O M
O m 2
. _ V V Lri CD
c, V V V V Co
V w co (D N O CO (D CD V N 1` 1` h v v V V
N

M to

R Cl)

A
3
0
,(? 3 y V N m m C
7 v Cl) O O m O N C
D V ( V V N
0 O w O LO LO (D - Oj N m m un t0 N (O CD (D 0 V V CO aD tD m N
O O N (O V (D N - O O O O O V V <t V N N N N
H

C N N N N r` M ? CO m O N N N m m m O N M
r- r- r- r-? r-- a (o (O w w r- r- r- n o in o to t[) (O c0 (ri ui

c o
0 0 0 o Cl? (D - m V p O o 0 o n IT o aD r? M
U) a) V) LO (ri tri 00 to (o LO LO Lr) LO LO m Di Di 00 00 00 u
o
(D c o p O O O O 0 0 o O O O O o 0 0 0 0 0 o G O `)
C E t0 UO (O (O UO N UO t0 t0 O to 16 (O t0 ui t0 N (O ui O UO to a
C

V CO t0 m CO
U N
- (O M 00 m V CO rl O V UO V N
m
m r-
Ca N
Q'
O O M r` ? (O r N O O O O Un V N N m
X
N I- O O O O O m m O O O O O O N (D tD co c0 M M M M
O
d CO
Q OD LO CD M N M U) O V V (D r` O V UO M N M M 0
V O M N (O O N O O O O O UO O O O O O O O _ <
C .
O O O O O O O O O O O O O N O O O O O O O O
O

C
O
-
N E to
?2
4) m
V t0
r- O
m CO
(O m (0
to t0
o (O
LO V O
O O
CO N
Co V
V (O
m O
O m
W) v CO
M r
M V
LO N
co m y
O V
C
.) O O O O O O O O O O O O O O O O O O O O O O D
N

> E
V N O m O V p
(O Cl) V O O t0 m O t0 w N m V O n N
`1 O v O M O CO N f` V N O ?- r` O M M (O CO UO t0 y
Q H O O O O - M O O O O O O N CD M M M LO UO (O LO U C

O) E
N _
V N O m (O V co O M O (O (O m O O 0 M M V M 0 V N O

C O - M M LD - V N O O O r, O O - O O O O r- A O
O O O O O O O O O O O O O N O O O O O O O O CV

0 II
C O V m V O m co (D f0 N CO V. LO M r- m t0 N N
0L
J co V M m M !2 T N co M CO co W co N m V V to Z
C
41
O _? C
C
Q C
H J N
N N
N
M
N co
N
.- co
N m
N O
co
M N
M M
co m
N m
N M
N 1\
M M
co M
M O
V
V N
V M
V LL
(n
U
N
N m 0
C Cl) V (O CO N. CO CD O N M V LO (D n OO m O N M V EL Z
J N N N N N N N Cl) M M M Cl) M M M M M V V V V V
a?
?v
a
r-
_®
A?
H?
A
0
m
c
J
O
N

7
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O co
N
01 CL O O U? U? O 10 v O O O O v O O O (n O M N
W :5
O
C3 0
o 0
o O
O m
O w
O n
o CO
0 0
0 0
o (O
O (O
O (O
o M
O 0
O V
O O
m O
? V v v ? v ? ? v v v V v ? ? ? v v ? M
R' m
O O O O O O O O O O O O O O O O O O O O
'p C CO O O O M M M O O M O U) O v N O O O M O
Q (O It v V 0 (n CO W m (n m m m W 0 0 0 LO (0 7
C7 v v v _
v v v v v v v v V v v v v v v v M

O O N CO O O n Cl) CO N. N n CO M CO N N n n
_ M O m M - M c0 M (O m (0 m v O O O M M U?
O n n N M M M M M N N M v M O N O M

w O
v O
v O
v O
a O
a O
v O
v O
a O
v O
v O
v O
v O
v O
v O
v O
v O
v O
v O
v m
M

co (n M m b n (n V v (O M N m m N O 0 V
2 C V m M O M v O M r n 7 v n 7 M (n 0
CD n M M M M M N N M Cl) N co CD M
m a O O O O O O O O O O O O O O m O m m

co
v
v
v
v
v
V
v
v
v
v
V
V
V
V
v
m
V
M
co If
co
CO V m O O (0 (O M O m O 00 V (r) (n O W (O O N a
D. M n M LQ v CO m 7 O M V: O (O . m n (O m m v 0)
C _
0)
00 m m co n N M M M N N M M N M M N

W m
M m
Cl) O
v O
v O
V O
v O
w O
v O
v O
v O
v O
v O
V O
V O
V O
v m
M O
IT m
M m
Cl) ,F
O II
0)
N
7
v
co
a
O
N
O
O
CO
O
O
O
O
(O
V
CD
O
O
O
O 0
0
U
C C n .- O m (n M n M n t0 n N M V O O E 11
m m O O m O O O O O O O O O O O a) O m m z U
Cl) M V V M v v v v v v It v v v v M V M Cl)

a
C3
LO
o
O
C3
O
o
0
o
m
m
m
o
0
o
m
o
O U1
3
0 o (n n o 0 0 0 0 0 0 0 o m m m o 0 o m o 0 0
0 y - o o LO - - - - - - - - 0 0 0 .= o .- .=

_N to
l v CO LO LO (O LO (0 W) W) W) W) V) Ln N LO v (n (n v
N :.. C
) N - .- .- a- - .-- - - - - - - - - N r ? N C
U
0)

41
N
M n
(O m
OD OO
(O V
n m
n
a0 m
CO n
O n
n n
m N
m O N
CO M
c0 n
OR (O
a0 m
(n n
n C
> (0 M N M v N N N N M N N r- O •- ?O M M YO

d

O._
N W
N ? W n
V (n
V t0
v CD
v 0
v f0 CO
v V
v v
v N
V M
V (D
O f0
V M a
V (O
v ?
V -
U w v N lD (O (O (O (O (O (O (o (O (O (O M M N (O (0 N H

N 3

LO

CNO

m

O

(O

N

(O

O

(O

(O

M

O

M

N

M

N 3
O
00 w (ri O (O M O V (0 (n m (O n (O OR V O V) OO N
N .- N - 0 M O O O O O O O v p

t n m N O - N N N N M V M W N N N N N N
v E m co ri ri I` r; n n rl: (? (o (m co t` r; n n y

N C C)
(O O N O O M O O O O O n M O O O O O O O
rA E (O (O LO LO LO to to LO LO LO Go r` t` r` Mi (ri LO LO ui to II
0
m c 0 o O o O o 0 0 0 0 0 0 0 0 0 O O O O 0 a?
c E
?. L6 ui (ri kri 0 (ri (ri L6 Lri (ri L6 L6 ui 6 (ri U-; Sri L6 L6 ui a
c

U r n V CO O CO N N M P- V N N 0 O n n O m
(O d
Q'
O t0 00 (O N n V N N 7 O N N 7 O O O O
X
N H M O O O O O O O O O O O O O o N O O O
O
m a0
Q v m co OO M 0 N N M n M OO (D O n n m m 0
U N N O O N N O O O O O O O O r N <
O O O O O O O O O O O O O O N O O O
O

0 M
?
0
O m
co (O
co (O M
n CO
n (O
n (O
co t0
co V
co co
co N
v m
co P to
CO (O
M CO
I-- m
Or) ao co
O n
(O rn
?? " 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +
- N N
E
_
y(Q U M 0 c0 M (O O (O O W (O N M O M M V n M >
d O .0. O O ao M m M N N 7 O M M - 7 O O M N O y

Q F- (O N O O O Cl O O O O O O O O O O
- N O O
_ U C

m E
0)

U U (O V co (O V (O t0 O LO CO M m co 0) m M V n M N O

C v co n v M O O N N .- O O O O O O O M - N O O
O O O O O O O O O O O O O O N O O
J N
n
0 II
C n CO LO O co m co (O O m O 00 (O M v m U) CO (O O r
J N N O M M M n N n (n v v n M N Co m
C
d ? C
C O C
f v (n co n (O m 0 O m m v t0 (O n CO (O O 0 n U-
O J v v IT v v v (O (0 V v v (n (n M M M V v m (n
N
~
N m
C (O co n co m O
L N M V LO (O n CO m O N M v o
d Z
;j v v v v v (n O (n (O LO (O (O (n (n Ln co (o c0 co co
ACl
W
E
E
Co
AL
W
AA?'
Co
E
L
O
C

O O O O O O O O
. O O O
.
N Co m m Z5 m
C O. O _C _C C C_ _C _C C C C C
7 ?. N N L N L N a .Q N N L L .D L d N N d L L L N N d
n F- f0 a ` 10 E m E E io m E E E E -;i m m E E E m m m
m
C7 C7 C7 U C9 U U C7 C7 U U U U C7 C7 C7 C7 U U U t7 C? C7 N
o
C
N
W N N
C C O C O
p- Z C) Cl) Co Co O O
LU N M Q )O Co r.- CO 0) an CO Q Q N N
(C
O
C
J v Q O O r- n Q LO Co CA CO Q Co O LO Co O _
N _
O _
CO _
Q _
M _
M LY
C7 C F
v W? O CO (o r O N O (o (A M N f0 1? Q _ n Co
' CD
O M
M N
l)
_ m M
(A Q
CA Q
o CO
O (o
O CO
(A O
(n N
O M
O Q
O O CO
O O
O N
O CO
O O O CO
(A (o
(A (O
O I
-
0 o O C
O
M M Cl) M M M M Q Q Q Q Q Q Q Q Q Q M M M Cl) Cl)
Q
Q
a
c
N
l0 Co
Q Co
v
(O
CI
CO
(O
CI
m
C)
(C
N
m
m
m
m M
O Co
(C
l0
fG
C)
l0
N
2 C O O C C C C C C C C C c C C C O O C c c C C C

' CO CO N Q O n CO O M CO CO n to O O N M Co
_? ? n CO M O n (o
: Co N (A M O LO (A (A O CO h N M M (n Co (o Cl) -

(A M
(P Q
Cn L6
CA (O
CA r-
m Co
a)
O N
O Q
O r-
O ad
O 0)
O
O Co
O O
O
O Lci
Cn N
W w
CA CO
m CA
m M
O M
O N
C
M Cl) M Cl) M M M Q Q Q Q Q M Q Q Q Q M M M M CO
Q
Q
-
w
O
C M Q 1.- C- h r- Q (n CO o) M Q n CO Cn P, N N P, CA Q
J 3
O CO
O (O
M
Q CD
Q -
(C/ 0
6 I-
Co r
6 O
N p-
M M
Q 0
n M
CO M
O O
Q M
O 0 ?
?O Q
M
(O N
6 -
M Q
N CO
N E
v C 0) 0) C) C) Cl a °) o 0) m 0) 431 0 :3
M m C
l) Cl) Co M M Co Q Q Q Q M Q Q Q Q (
i (
l) M M Q Q Z

N O. ^ O O O to w O N Fl- (O m h Cn N (o M M w m m N
C O o O O O O O Q O O O Q Co rn CA O O O O O aD O O) O rn O
J N .? Ln to an (O LL) r O O h (A t0 O (A O O O O t0 M O (A O o O
O O O O O O - - O r- - O O .- - - - O - - O N O

' U') N (n N Q h (n Co (O N M (O Co (O N N Q Co Co O Q
?
D N r Q N n W M O CO N O (O M Q CO OA U) N O M M N N M
d J 6 6 N M M r m m (O r m o m o M Q M M m m N

C Co Co (A CA O) CA CA 03 O O O O o)
l O O CA O m m CA Cn O) O O
W M M M Cl) M Cl) M M Q Q Q Q C
) Q Q M Q M M M M M Q Q
C O (O N LO N Q r M M (n Q M O Co N N I- O O O O
d p .-. O M Co M M Co CA Q O) 1- M (P 0) (A Q CO O M Co Cl) Cl) I? Q Q
> Co Cn o) N M ui F? ai M Co n CA Q o) O N M Q (O M N N
C W Co C Co o CYJ o °) 0 0) 0 C) 0 o )
C
l) m C
l) Co C
l) o
) 7
C M Q Q Q C
l) m Q M Q M Cn Cn C.
) Co Q Q
L
C Sa O Q (o M Q CO Co (O LO O _ n Co to (O O) (A t0 n CO O Q
C r N V) N r Cl) N n r r M LO C) Q Q M i0 N CD Q
J
4) N C
l) N N
d
0.
C1
4
U
U
U
U
U
U
U
U
U
U
U
U
U
._ t U U U U U U U U U U
J to (?
C O CO Q Q Co Co Cl O 0 0 0 O Q to M M M M Co O CO Co M LO LO
N C Q LO Cn Q M M M Cl) Cl) Cl) Cl) N - - - - - CO CO - - - .- •-
J N
I 3 (n Co Q O M M O N n M
O w N N CD M N M )' M CO Q m N N m N n m M N r- Q
E
s Q I,- O CO LO 0 a) h Co O `n r,? V? V? 7 (O 6 CA N O O Lq C
LL
? CO Co CO M N - - - Co N CO N - - M r- O O U

N N
0 C
N
•
j _

N
U ?
? o

T II
p
- N o
o
J _
O

? CL
- Co E
2 :3
d

lL
U
U W
O ~
o
m
C O
O
N V
?
V
O
?
O 0
O _
N
M
Q
a z

J Z
?
N M Q
LO
Co
h
CO
(n
r N
N N N N
N
d
10
a
IL3
A
W
A?
W
3
4)
C c c c c c
O O O o O O
?d m m m
c m
c m
c m
c m
c
c CL
a ? ? 2 2 m m m o
r o m m d o
r m a? d a? m E E E a E
3
?? m m m m i m m m
l
g m m m m m m m m
m m 0

(7
C7
(7
C9
C9
C7
C7
2
C9
(7
(9
C7
m
C9
C9
(?
(7
C9
C9
U
U
0
U
0
U
0
U
0 0
nl

co
N
d
N

0 C Z 0 m m O N CO m m m n CD m O N M It c0 CO fl
M N N r N N M M M Cl) N N N Cl) M M d d It d It IT
d
d
m

C
J V n o n O CO M CO O Cl) c0 M d d N 0) N CO CO ?O W) O d
Ue C + O N N co co O co m m OD V) W O d
6 _ M co O d c- M
,
CO
= 7 o
m O n
m d
CII o O O N M d O M
m w
m CM CO
CD CO
M CO
a) O
M m
CD r
0 C)
c7 M 7
C CI) d d d d d d d c7 c
9 M M M cn M d d d d
O N
C cO m N LO
0 r'
22 N
C N
C l?0
C W
C N
C \C
C N
c N
c N
C C7
C ca
C l9
C d
O N
O ca
C C1
C
O
O d
O w
C m
C M
O C]
C m
C
J
d
N
It
O
F--
O
m
m
O
n
co
O
d
co
r
co
M
Cl)
co
m
O
m
N
0) d
co
= 3 f.- co co N O
? co co O co r N N N n N d CO N M O m io
P
C" d
m co
o) d
O I-
m O
0) O
O N
O M
O d
O O
O O
O 6
O 6
O 6
m 6
0) m
m CO
O CO
O O
M O
O
O r
O h
O a)
c
M M M M M M IT d d d d d M Cl) M Cl) M M co M d d IT
d
-
O
C IT Cl) O d 1- O (O c0 cl m O I- d m d N M N N ao 0 LO W 0
L
J; N N N c0 m CO O c0 m c0 OR Co (O d - M (0 N q - m M
O`
v c0 d Lo m d CO O N d m w d U) c0 c0 w w m m m 1- j
D M M M M M m 7 ` m 7 m 7 m 0) 0) m M cn Cm7 cn M a
d C>
d 01
IT Z
M d d d d C c f

m d^ N CO) CO P N O CO CO 1? O N N M CO N LO O m M N O d
c O o co O m 0) cn N O O 0) m P c0 O O O O O _ CO O O M O O
J U) ` O O O m O O O m m LO M c0 LO c0 t0 c0 cn d c0 c0 1l O O
co - W 0 - - - - O O O - CD O O O O 0 O O O C) LO

n O N m m M 1- O LO LO M M M N d m W O V W d m O
'
J .- i- CO m M M M 1? O t0 d c0
- O I? ? M d N
1- c0
CO c-
m M
CO cn
I-
> ?
m M
m c0
m O
m c0
m m
m O
O O M
O T
O O
O w
m c
4
m M
m M
m d
m c0
m c0
m C7
m m m m O O
c W M M M M M M d d d d d M M M M M M M M M M M d d
t
' C O N LO m m M N M m d m a0 m 1- m M W M d m d O
.
0) .., O I- m Cl) m c0 d 1- m M c0 O d a- O O m r c? d 1? O
> J d N M m m m m N M m ? N M d 10 i0 co co i-? CO O n
w ... CF) 0) CD Go 0) 0) 0) 0 a CD 0) CD m 0) a) CD 0) CD 0) 0) 0) m C) a
M M M M M M M d d d M M M Cl) M Cl) M m m M M c
7 d d
L
C 0) O) V O m CO CO CO N CD d i? WO M I? m LO N h CO LO O
J c 0 m M c0 m N cO Cl) CO to CO m N N O N m d d O) N N N c0
d
0

C L U U U U U U U U U U U U U U U U U U U U U U U U
J H
G d LO O LO N d co M LO M M M d N N N N co m co c0 co d CO LO
_ N C d N r ?- •- N d d d d M M M M M N
J y ?.
1 Cl) co d m LO M M M M O r- N p
O-S w N m m M V M M CO M O d N CO d M d d N to a0 m O
L m 0 M (O r- m N m m c0 U0 N (O CO to c0 d d CO CO w CO L O c0 cl a
l N i0 d m N O O O O O d d d d N N N N N N U

? N
? C
N
N ._
'j _

N
U ?
0 a

N II

3 J+
Cl?
o
O J

c 0 cu

J j w
co
c
O 2 7
C
d N
N LL
U ; N
a) W
~
o

C O
c0
co
n
co
m
O
N
M
V
M
CO
?
CO
m
O
N
M
d
c0
(0
I-
CD a z
J Z N N N N N Cl) M M M M co Cl) Cl) M M It d d d d d d d d
M
d
07
(0
a
cc c
ii
W
E
E
Lae
m
ww3,,
''WA
!7d
E
L
w
co

O o
c
c n
> >. a? m d m a? m d m m m d m a> a a? m
m m m m m m m % m m m m m o m m o
0 0 0 0 0 0 0 0 0 0 0 0 C7 U C7 C7 N
_ a0
N
y y N

Q C Z O O O O O rn IT O co n co w O O r -
IT V O O v v v O O O O (n V V M r
(0

C
J V O N n (D O) N 0) (D M O O
V' O
C ?+
` O M V co O n n _ V O _ O V O W
= 7 M
O M
O M
O M
00 M
O M
O N
° N
O M
O M
O V
O M
C)
(s N
O O
O M
0)
v V v v v v a V V V v v v 0
i
O y
C y
w Cl)
N co
O
f0
(0
(0
N
N
N
l0
(0
N
N
m
co co
O
C O O C C C C C C C C C C C c O
J
O
O
n
M
CO
n
N
n
ao _
O
M
N
N
n
n V
co
M r M (O M (O T O W V O O O M M O
N
O M
O M
O M
O M
O M
O
O N
O N
O M
O V
O M
O O
O N
O O
O M
O d
C
a v v v V v v v v v v v a V V M -
o
C O
O n CO V V (0 O) N 0) 0) N O O V N
L
J 3 r M V O M r r n r V n r v M U? E
O V M M M M M N N M M N ao m m 7
O Cl O O O O O O O O O O O
l) O
V 0)
M 0)
M Z
V V V V v V V V V V V V C

d O.^ n a n O N N O M O N O O V O M
o
SO O )
O O O O O O) 01 co O O O O O O O
.
.r Ol O O O O O O O W O O O O O O O
O O r r r r O O O O r r r O r r

O O to co M O O O 0 V W O O W O O
'
J V v
: ao (O r O M a O (O r Ol n (O ? 0) V
> 11-
0
C3 N
a M
C, M
CD M
C) N
0 N
C) M
C) M
C) N
Cl O
a) O
C) N
0)
C W V V V V V V V V V V V V M V M M
t' C
d N
O] O
O O
M ao
n O
M _O O
P O
O (0
n V
N 0
M O
V O

r O
O O
O
> J' O) N N N M O N N M N (O O)
W 0) G a) a)
V V V V V v V v V V V ) V )
L
a0
V CO CO O O Ol O CO O M V M O (D O O
J C ...
r M M M n N N- O V V n M N CD O)
d
m

C L U U U U U U U U U U U U U U U U
J y
i C G1
_ N C O
r O
r O
r O
r O
r O
r O
r O
r O
r O
r N
r O
r V
N O
r O
r V
N
J y
?I)
m (O N O O O (O O M O O N M N 2
O
+
LL` v O V U? U? O) O n (O aD V O O aD 17 N C
O M O O a
- O Cl O O O r V V

N N
-p C
N
A
j _

N
U ?
E O

in u
O o0

C J
0
N
_
J CL
co c

G)

LL
U
U
d W
~
o O
m
C O M V d Z
J Z O)
V O
O O N
O M
O V
O O
O (O
O n
O ao
O O)
O O
(D (O N
(O (D co
1
i
C
E
a
a
C
G:
CC
a
"c
EL`
l?
V
r^
4.0
m
ln0 Z9'LOV '13 'AUI
j 08' L Lb •13 wit]
i ZL :ul - 9L6"bL+ZZ e3S
? o
UI W90t, '13 'AUI o ° o o o 0
I 1n0 LO'90ti 13 •AUI _
08' L L4 '13 wIN ch @? M
L L :Ul - L58'£O+ZZ e3S °
I}N-? i ----
-----I --?-?- O
C'J
UI LE'E04 '13 "nul j f 1 s n
00'80b '13 wIM '
M :Ul - 59b'££+OZ e3S =r --- --- --- o o '?! -- - -- I C3
CINI
UISCLOV'13'AUl i ( i
lnO 59' L017 13 'AUI ! I i ti
00.8017 "13 w121 c°o
6 :ul - 594'85+6LIRIS - --- - -?- - - - -- ; J o-- ----i N
UI £6 66£ 13 •nu1
ln0 E8'66E "13 -AUI
8 :Ul - 59b'E L+L L e3S
! I Y i ; J C)
UI 51P"L6E "13 "nut j ! y i `,a t t _ N' s
ln0 5E'L6E '13 'AUI ; i ! '° 4, O O
L :Ul - LE9'9L+t, e3S
UI L6'96£ '13 'nut I ! f i ;
InO L8'96E l3 00
9:1.1-1 - 5L9'LE+EL e3S
UI b8'E6£ l3 "nu1 ! 1 ! t ? } ! I 1 ' iv oo I o 0
ln0 bL'£6£ '13 'nuI - - - ` - - - { f a °
cINI N
05' O '13 WIU I ! i s 1 !
5 :Ul - 95£"99+0 L e3S F
t ?O J
UI Z£ Z6£ 13 AUI O
ln0 ZZ"Z6E'13 'nuI , E s ?I s ?-
5Z"L6E 'l3 WIN ? 3 I _ I
! { k I
4 :Ul - 9LL"ZB+L e3S s • ` ? i ($$ ; ? i. ?? Li
ul 9916C '13 'AUJ lnO 9106C '13 'AUI co
05"L6£'13 w1b 1a ' i
! ; r + I 1
£ :Ul - E86"6b+9 e3S
s ? ; f i o 1 0
UI Z8'68£ '13 'AU1
ln0 ZL'68£ 13 'AUI ! rr 4 0
0016E 13 w121 ! ! j ; U o
Z : ul - 5b L "4Z+£ e3S I
s g 1J °o
UI 5E 68£ 13 'nut
lnO 5Z'68E '13 'AUI i
0£'96£ '13 w1a $ ( ' ! s
L :Ul - 66 L'05+Z e3S f f t ; _f , ,° I o cJ7
'? 4 `4i YIy ? '; N
UI 00'88£ l3 AUI
0TME '13 'PwJ I J ' ' ; , t I
IlegnO - 00'00+0 e3S I a j; I
-- --- - -...rt -- - `- i-J-- - - ----- - --{ 0
? 0 0 0 0 0
v
N
W
co
0
0
N
3
m
E
3
0
li
L
2
v/
°o po op 9 pp pp
O N w O IT OD
c°Dn
v v v° °v co
--- - -- -- ,---- --- - ----.---, -?--.- - ; -7 - -- --I 0
3n0 6t+lOb '13 'AUJ ,
OZ'L04 '13 WIN
17L :ul - KTOL+9 e3S
i I w 3 f +y a i 0
i
?in f { I i 1 I
uI 16.66£ -13 -nut
3n0 L£-66£ -13 'AUJ t a a; i I a ? q !
9VTOt, '13 WIN! + ! t ) 1 1
£ 1 :ul - 166'0Z+b e3S j 1 I a n" ` ` '1 S I
,I P I ) O
i I E ?Q ; i
{ i r ? t 3 I
- ----) - '-x ---s'- f ---d?''tp t to
,
, ( i ) I i ? t (h 1 I t
uI 17616£ l3 -nu1 '
3n0 bL £6£ -13 "nut r - - ?-- - ,-,; i --; Cl) 09' Mlr '13 WIN
5 :ul - IF9,Cg+z IRIS
i
1 i f ..I 1 N
, r i 3 i 7 3 ! r ;: 1 t
1.0
f 1 1 I ; ?I' , , I,.O
I I I O
1 I ? 1 ; ?r I
I r [ 'Ij ? p a ? ?
s
UI Z£-Z6£ '13 "AUI ± ?!
3n0 ZZ'Z6£ '13 nul
9Z-L6£ '13 WIN a ? I
t
00'00+0 e3S
? °o ° ° o o °o
v C N O CID 0 O 000
C) Co
W
co
p
O
N
N
d
3
aD
CO
E
`o
3
0
c
m
T
H
7-
ea
L
f.
3n0 99'9017 '13 'nul
08"8017,13 WIN
SL :ul - 9LL"86+L e3S
ul 617'17017"13 "nul
3n0 9£'L6£ '13 'Aul
00'OL17,13 WIN
L :ul - LZ6'Z6+9 e3S
ul L6"96£ "13 .Aul
anO L8'96£ '13 'Aul
OZ'17017 '13 WIN
9 :ul - 668"17S+9 e3S
ul 178£6£ "13 'Aul
3n0 17L"£6£ "13 "Aul
OS' L017 '13 WIN
S :ul -179'£9+Z e3S
ul Z£'Z6£ '13 'Aul
3n0 ZZ'Z6£ '13 'Aul
9Z'L6£ '13 WIN
00.00+0 e3S
0 0 0
0 0 0
n 0) _
N

w

. 1 ? 'tlfi

0
IR
0
0
o 0 0
0 0
L 0
m n
?
i[) Cl (
0
o
°
1 f4
G t j I I I ; ! o

C)
=?
=r
;

10
4 I , I
!' Ill. iy=s°o( I jo
s

3 I 1 f i , i i ! I i
I I t l i d 1 , ! i i? i.
!
? s ? - I f? 1 i l t 3'.
t l 3 1 3?{ J 1
r ! ? 1
t ,
o
f
?p; t,
1=ij-f ! In
I l a 91 13E ; ; I
4 f i I i F I I O
o
U)
L? { ? I
1 I ?. ; i I
I ?
1 ; St { q O
O
+? ; 1 I t ii3 rf I
',f 1 r ? + ikN'
1 I ; ,
O
i f .
j 25
, -f f
f I } -----a l0n
?- - -> T - ---i- - --t
1 C-4
3 I' o
N
, I 3 , S,o
f f ; ) s r ?' hj ? 2, ? ? O
J -: _..J_ L.-_- ^_ L?•- ?? iii L ?? -L_'__i O
rI^{ --i 0
I , f
I' i e i I I ?f'
1
0 00 0 00 00 0
0) ,"7 ui n
v v v 0v °i 0
LLI

L
U
cu
a)
w
\n
N
C7
fo
0
0
N
N
d
3
m
E
o
U)
3
0
ISO
v`
T
2
4)
J
1
0
0
O C) O o 0
0 0 0 0 - 0
ao cv co o r 3f
3n0 5S'001 '13 -nul v v v° °v o
00'101 .13 UN - i
t
L L :ul - £Z5'61+9 e3S
I
ul 90'001 -13 'nul
'nut I i ! I i? ` ? +-
)nO 96'66C'13
I
01'£01 '13 w!2i i !
9L :ul - M9,00+9 elS , t

ul 05.66£ `13 'nul i j
3nO L9.96£ '13 'nul ¢ +
OZ-101'13 w!H f ,
1
9 :ul - 669'19+9 e3S L

!
1 1 i

I i ?
1
,
171
I i
; I i '
1 3 1 ? 1 , ; i ' ?' ? s1
i ? I J
I ? ' t?q j
1 i li
4+` 1 i I J
t ? l + a l
? 3 I

ul 19-£6£ '13 -nut ! !
In01L'£6£
09-L01 -13 wRi
a j
} 1

9 :ul -19'£8+Z elS
i ; 1 z - 1 1
- 1 1!
+

3 . !1
?
ul Z£76£ '13 •nul a }
3n0 ZZ'Z6£ '13 •nul I
9Z'L6£ '13 wR!
00.00+0 eaS ' o
- ------ --
i -?- - -,.
'
? O O O O
v aD N c0 O
°
°
v v a
v
W
0
0
C6
0
Cl)
_ 1 0
_
- co
-- -- =- CO
i0

S
1

, L... -
i
.
b I
s
?
1 11 '

I
S
y a \, e i
0
, Il ! 1 i ?5 1 F ? ?

1 ; +d

a
'
, M-
If I
I
33
Ii IO
t
t - +n
- i Cl)
N
+ r cc

- : ,-" ?o
- O
fh
; I r I
,
im

o
!
1
±
c ? i N
1
' '
? ?
I; i i+
? P! !
i I

I
?
j - o
J 0

i 0 N

ra
U
? I
o

N+
I!
Cl)
- -! o en

,.. 44II
r ? N J
d
I .
?

,,-
?? ---, LO
14 1 7 ) 5
,
I ? '. ? i ! I " I
I
O o
co
M M
co
0
0
N
N
N
3
d
co
E
`0
0
w
m
T
C
C
9
t
G
C
0
3
a
w
6
Q
3
v/
0 o po op o 0O
°v °v v° Com CD OD
n
43 Cl) c n
` I
hO 49'56£ '13 'nul I ; ' I
00'66C'13 WIN I ;
OZ :ul - Z9"£9+4 IRIS i k
Lon
+ ; i i ? sal t Eo ? ? ; i
1 3 I `? ,! i ? ? 1 i
p ? ? 1 + 3 I I :Y 1 ? Y? ?
a ? 1 I e s ( S i
?Vv
ul L£'46£ l3 'nul s i j i d I; I s E co ;
ISO ZO'46£ '13 'nul f ; ! I v ' . I I
00'66C'13 WIN
cr)
6 L ul - Z8.94+£ IRIS T? T J I;; r 1 9 1: s l s
:
?;i i l ys p
f ' y I i
ul Z£ £6£ 13 AUI
ISO ZZ•£6£ 13 'nut t i i a; I a;, s s
00.66£ 13 WIN 1
8L mull - 6v- L
L+£ rIS s 3 I i i! 1 I I i !i ;' y} t
s
? i Ii l 'i1 ?rl 4 t I ?
LO m
i?
o
y ! 1 i i!
S p i
1 ! i 7 i! 1
UI Z£ Z6£ 13 'AUI E
ISO ZZ"Z6£ l3 -AUI ; d i' rya i I
9Z'L6£ •13 WRi ; I t "' r J
4 :ul - ££L"Z£+L eIS 1 a i 1 Fs _? ?; i
^ r ^ ' 9 r 7 f{? S! i
t r i
I i ? .P IljlE ? I; ) o
f 1 1 + S t t 11GOr o
r )M ?
a S ?
ul 99 l6£ 13 AUI
hO 94' L6£ '13 'AUI
1.
0916C'13 WIN
00'00+0 IRIS o
I
C? °o o° °o po °o
O O CD N Go
Cl)
> C VO COn M a
W
Go
a
0
N
to
G)
3
m
N
E
0
3
0
m
W
L
n.
vI
O O O O O O
ri 06 c+i ao c-i ao
Ov 00 M a) Go
i ! ? I I I O
I Y i ! e I O S
3n0 88'96£ -13 -nul ,
09'66£ '13 UN co ' I
LZ :ul - Z6•VO+4 Big ' -- - - -. - ---' -'? J'° 7lM -- - t-- - a °o
I ! ' i; I i -Lo Q i
! t ? 4, I 7 ? fig- ? I
ul 0£'56£ '13 nul + i p G ,' o I
in0 ZO'b6£ '13 'nul i I E ?' ;
00.66£ -13 w'N - - -- - ! -'--.- ? ? 1' -I- -- -- I
Lf) Cl)
6 L :ul - Z8'9ti+£ Big
ul Z£•£6£ '13 'nul ------ - --' -?- - - - -{- -? "--?-r- - - - -
3n0 ZZ-£6£ '13 'nul d i ! ??
00-66£ •13 w21
8 L :ul - 64• L L+£ Big 1 `y ; T
- - -- - --- - ! -? I --- !On
Iqo
9 fi I I ? ' 1 f c) ? I
N
ul ZC'Z6£ '13 'nul - ---=- ?- - - -?- - -- ---- j .- :.? Lo
in0 ZZ76£ '13 'nut I I ;, s s I
9Z'L6£ -13 UN 1 s i d ! ` _ i _
V :ul - ££L'Z£+l eiS
I .

s -4
-
- -- -

ul 9916C13 'nul E
in0 5b' L6£ l3 'nul
0916£ •13 UN
!
00.00+0 eiS
°o °o

° th a0
°'
°
v v v
Cl)
W
Y
;
J
i ?
i
!p I ;
1!I I
5 4 I I
I
O
O
Cl)
O
M
o
i'@)
I1I1II N-
I. cP
J
c+)
i
i
l0
I
O
-.--i LO
I
I ? J
I i1Q
i
- -- , O
0
0
co
Go
m
co
0
O
N
E2
W
3
a?
CO
E
`o
co
3
0
l`0
a
_4)
L
n.
60
4)
3
v
E
r
P?
r/
°o °o 0 0 00
v o ri co
v v v° °v 0) ?
3n0 OZ'£04 '13 'nul ! o
i°n
08'904 l3 WIN
I f i ;
£Z :ul ' £04' 46+4 e3S a ? 4 a f
1 + { O
iV
--
- -? -' - f - = - - - 'n
-'
, ' T f
ul 04'Z04 '13 'nut
3n0 8Z'66£ '13 'nul I i ! I o I
I
08'904 '13 w!a s j I !. I I
ZZul-4L£'l1+4e3S
- { ti i I 0
dd ,
I I ? F i? f ?? p? w 1 ,
cr)
1 A.
O
a i ' ? I + ! a ? 'Z c+d e i ?
i ? e 5 + i I
--------- Ln
I S ' r 1 4 I ' i
ti Y I t' '+ I a + y S' , s 4I a?7 i t 3 t
I i I i ? s ? ,'t s ? i I o
! , ) N
ulOC£6£'13-nut I _,_? - ! I Vii! ' r I f
7- LAO
ln0 ZZ'Z6£ '13 'nul
9Z'L6£ -13 w!a ! ! r : i ?Y
4 :ul - ££L'Z£+l e3S
I ! i ' d'+ 1j a1 1 ??o I O
i 0 I
!o I
CJ,
IO
U) !1?
ul 99.16£ -13 'nut i ; c 3 M
3n0 94I6£ '13 -nul
0916£ '13 wN
00,00+081S 0 0 0 00 00 °0
CD CID
... N O O O 00
> v v v v co Cl)
N
W
ao
0
0
N
N
3
(D
U)
E
`o
3
0
m
v
2
pL
- L
u
-1
?
U/
N O O 0) aD
V m Cl)
o I ? O
1 , j ? I I
i j
3n0 179'ZOb '13 'nut !
OV904'13 WIN
1 ! ! I
' J
tVZ :ul - LtiZ' ;G+ti e4S f-- - - ; --i- ` - jr -- - -' r ' - v
1 E
UI Ob'Z06 l3 "nu1 ;-- -- '- - ??? x- - -- O
ln0 9Z'66£ l3 'AUI I ` `; ^ r ° I + I v
09'90b 13 WIN ! ! ;
ZZ :ul - til£'l l+4 eaS ; # !
Cl)
i I ; I + i 1
r l ! - f s ? ?5' y t I 1 I I
1 ? f y I ? g+ )9 p + ?
f I + . s i i i ?? i?! 3 I I
, f , i j I f ? !, lu ? I M
I ? ' 1 , , S ;fir
N
I I r I r , J i I ' ? t ?,? i
1 i I 1?`( j O
-'c-' f-- 7 - Et ' -- --i O
N
1
1! ; 7 f I 1 i,+ ly 4? ' I
UI OLT6£ '13 'AU1 Fir InO ZZ'Z6£ '13 -AU1 I i I i a
9Z'L6£ '13 WIN s I
4 :ul - ££LZ£+l e3S 4 I
Lq
' i ' ' 4+ r N
? t ! t r i
f I 1 II i e Cf1
tO
3 + ?
3n0 5b" l6£ 13 'nut ! ! + ; w
0916C 13 WIN I s S n
0000+0 e)S s a - i
o 0 0 °o °o °o
v r? o ri co
Cl) (h
W
Go
0
0
N
N
N
3
a?
E
O
U)
O
T
W
L
3
p?
V/
°o o °o o° °o °o
°D o rn rn ? ?
? ? V' ('? M ? ('7
O O
L6 £04 13 wla i t { ? , j ? ? ?? ? I O
- ? ,? ? = ur -- --'-I O
5Z ?ul - Zl' LO+L e3S ; ? ? 3 ?",< ? ' ? ? ?
., ;
i ?
? ; i j. = j i i I O
? _ ? l?f
1-- r . --- ,- - - t - , -i - ,-- ? ? 3-- = -?---r- - -- - .--i o
ul 00'46£ ?13 'nul ; i `- ' I
3?0 54' l6£ '13 'nul ? ? ; [ j i i ' ' i _ ? I
? [[ f ? 1 ? ? r 1 0
£ ?ul - £86'64+9 e3S -- ,`.--? 1 '-? - ---? - -' ? t - - ;-?-- - --i ?
f 1 i{ ? --r- - 3-' I ;- ? i I (O
• t 9 ? 1 i
t ' y j 1? ; i; j f j 1 ,1 '? 7t? ' ' I
i ` I I ?: ?? ! rf 1 h I
+i I ?? 3jy lal 1?
? I + i l, j r ? ? i ;!?.• I
r - #--?? -- ; -?-- ','r- ? rxv? -; 1 v
j ?,
! I 1 , ,
1 F i ? i 4 ? ? ? I U! , li
1 i! I e , 3 1 t Ii ' I I O
j 1 ? _ 1 ? j ? ' ! J ! it _ I i t h J
ul Z8?68£ '13 "nul ? - --' -? ; -- ---' -- --'--i I ? ' + - 1 r°n 2
1?0 ZL'68£ '13 'nul + ? , _ ? 1 -' i a ' 7r - - -? ? ch
_ ; -? ? •?
Z :u? - 54L'4Z+£ e3S ' j 1 a •. ? ?? ? I
?; i I
0£'96£ '13 wRi s ; ? ! , t ? , ' , ? ? s ; i t' , ? O
L ?ul - 66L'05+Z e3S i ? ,? .?,? { -??'-- - - -j N
' ? --?--?- _ --?-' ---?- f- _ ? . r - F - - --- -- - ' o
? ? .0 i o
I - ! i i ? ? - i i! ? i
! f ! I Ij e ? '
s i s l ? I
! ? j ? I
£ i - ? ! ? ? j _ a. V O
! ? Y ! 1 - O
r I 1 +? ? ? E? I ?_
i !+ _
} - -? ? ? I = i ? ?? - -? <n
, t ?
OS'Z6£ 13 'Pu?J i ? 14 ? r;
. + 4
? . ,_ -. O
I1e33?O - 00'00+0 e3S s -- ?._ .._ ?_-I-- ---_ ' .._.? _ ? 1 _ ?_'..
? °0 0 0 0 °o °o
`-' ao v ? o ri
j ? o rn rn ao
? v v v co cn co
W
0
0
N
W
N
3
m
O
N
0
m
?.
W
e7
LM
4
3
V/
O 0 0° O O O
06 _ v r_: o o'i
o rn rn ao
tY ?' C7 M c M
- - - - -- --- _--.-I -n-___, O
{ 1? ' 'f0 to
, e i IaI ? I 'n
3n0 Z8'56£ '13 'AUI , ! 1
05£04 '13 w1b ; r 1 J
LZ :Ul 0£'45+4 e3S °°n
• 1 I I
UI l6•£6£ '13 "AUI
3n0 LC£6£ '13 .AUI j I o
OZ'L6£ '13 wRi
9Z :Ul - 68'ZZ+4 e3S I ; o I I
Bu
?' ! ` z ' ' 't3 ? ? ' Io
Ul)
J-J
UI ZL'Z6£ '13 "AUI °
3n0 ZL"68£ '13 'AUI ' i I , I {If
0016£ '13 w!b
Z :ul - 54L•4Z+£ e3S
t j f ? ? ? ? ? I''. l y 1 I I f? j ? w• I
I ?iiS ? ff ) It ?,??
f ! ; Ii i€i€ i ,i ??I
T ? 4 i ' 1 ? j ? i ? I I f
UI y£ 68£ I3 'AUI 1 r s f 11• { I
3n0 5Z'68£ "13 "AUI r
0£'96£ '13 w!a I I r,, t t !+ O
N
L :Ul - 66l'05+Z e3S
+ r ? € s s , I ? ? i ? j1 I
t 1 s f j I
, !? d 7 d I ?II : I s ?? ? 1 0
cov
? ? t i r i t, ?4 ° d
r '
f '---l LJO
I !4 i ? +,? i1 i 1 1 i i
i ? i! i ? I? r; , I e F
, kkk f
! y t 1{ ! i:'
. 9 4 a r t n?? i j I?
1. 1 I
UI 00'88£ '13 'AUI
o y I
0526£ "13 'PwJ ! ° ' I
i1e33n0 - 00'00+0 MS i - --? I-°-- - - 1 -- J = .I ?_ --- I
o a o 0 0
ao v n o ri
°i c•i c°•°
v v °v °
W

L
U
cc
a)
w
Q
J
co
0
0
N
H
N
3
m
CO
E
0
co
0
w
m
W
L.,
1
00
w
3n0 99'ti0b '13 .AUI
09'904 '13 wla
IF£ :Ul - 9£8.99+03 e39 0 0
o 0 0
N O
UI £6'£04 '13 'AUI v v v
3n0 99-COIF '13 'AUI
09'904 '13 wla
f ,. - I
-; -.--: ?--
-- i --
££ :Ul - LV9'CZ+OI e3S ! ,
i
Ni
UI ZL'ZOIF '13 'AU1 c
3nO LL'WIF -13 'AUI
09'90IF '13 Wla
ZE :Ul - lr9Z'Li:+6 IRIS

c rt
9
UI lV WV '13 'AUI
3n0 3£'0011 '13 'AUI
09'IFOIF '13 MIN
M :Ul -1195' 10+6 e3S
UI E9'66£ -13 'AUI
3n0 ££'66£ '13 -AUI
OZ'EOIF '13 WIN
OE :Ul - L99-CE+B e3S
UI 66'96£ '13 -AUI
3nO 6£'96E '13 -AUI
00-COIF'13 Wlb
6Z :Ul - L99'IFO+9 e3S
UI 63-£6£ A AUI
3nO 66'06£ '13 -AUI
0016U G 1111M
9Z :Ul - 6VK+IF e3S

?i.
1 ?tJ ? ! } r
5
• i i i ! i
it ;i" !11
• + I 1 i! l i' i,
, ? 1 1! 1 1 1
i r 5 i I
! I w.
I r
I 1 ! ?;! F !
j --' {- -
I , ! 9 j
I r , i ' ! I
0
0
0
o 0 0
o _ ° o O
O N
O M 0) co
M
v
J O
o
co
!
co! ,n o
5 al i _1
AM"
t
,SOCI ' _ °o
i U414
t..- L y { _Y._ _ O
3 r ?•I ?: 3 5 t I O
h ' ? ! I ! a s .
F 1 5 I? 1 I o
} rf - r r; ''--i C,
a ?
I ? ? (1 , '?y 1i rn i #
I IiF
.i
1 w r? {cop j?1 1
s
r' i r r t w- 5 '
F ? 1 ? _ J 1
i i rr a
2 4
I
a ? ? y , C i I{
i I¢ t i-

UI SC'69C'13 -AUI
3n0 SZ'69E "13 'AUI
0£'96£ '13 11121 i? i 1
' r i ?y I i i i
h
w

I .Ul - 66l 09+Z e3S

' ?
r
f?
`Y a l
1 5 '
I ! ' ? {
4
t i
N
4° t S, j -
t ii
i
it ?
i ?
9 i

i

UI 00"99c 13 AUI a i I
i
a i
4 k
N
0976£ S TWO I ;
,
I1e33n0 - 00'00+0 e3S

o 00 0 00
r-
cli aD O O
C)

°
l N

M

N C
)
w
ip
L
U
(0
(D
of
0
J
2
0
0
N
W
d
3
a)
E
0
U)
0
m
2

L
V?
7
1
I
00 O 0 O 0 00
co 0 ^ o ri
o rn rn o
3n0 54'004 '13 'AUI ° `,' °' co
wt - - -'- --- --? - o
094,01713 .N--- -- - 0
--, co
9£ :ul - L99'06+L e3S
U')
1 io I 1 1
I I ?LO ! Io
-? ----
ul 6£'66£ '13 'nul
3nO 6£'96£ -13 'AU1
00'£0, '13 wIN
6Z :ul - L99'170+9 e3S , -. --? •--;` ; , iL ?r --_ -I co
o 5 LO
` s ?? ??w3?sU i'j I
I 3 I i!; r' ?id i s -? O
4 -- i { --j- - f -? -?-; --?- --?-: - -- -
} i = ; ' ' ? E ? ! ??'? I Tom`-,• i i , LO
I I si I } o
ul 6l'£6£ 13 -nul ;-
lnO 66'06£ -13 -AUI
0016£ 13 wIN ; +
8Z :ul - 6,',3+, e3S
i i 3 i t I I i i 1Q '
I1 ! i j I+ 1[ Io
s
-- -- - 4 ?3. - -a o
cr)
ul 9£'69£ '13 'AUl i i ? a .. s t j r'
i
3n0 9Z'69£ '13 'nul
0£-96£ '13 'MIN
i
L :ul - 66l'O9+Z e3S' i i r" i! c y i "`-I° t
Y I , y S , r
s
1 ! r ? ? ? t, t! ? s c r
1 1 r ' i i .'o O
- ! a i 3i I 10 o ??{
I J Iti t i , t^N 2
ul 00'99£ '13 -AU1 1 ? #.
I1e33n0 - 00'00+0 e3S i s +
0 0 00 00
0 o rn rn co
> v v v c? c? Cl)
N
W
co
0
0
N
Ina
N
3
d
co
E
0
cn
0
m
15

in0 89'86£ '13 .nul
09'904 '13 UN
9£ :ul - L99'88+9 e3S
ul b9"L6£ '13 'nul
3nO 6£ 96£ '13 .nul
00TOti '13 w21
6Z :ul - L99'b0+9 e3S
ul 6V£6£ '13 .^ul
3n0 66'06£ .13 .nul
00'L6£ '13 w1U
8Z :ul - 64'K+4 e3S
ul 9£68£ "13 .nul
3n0 9Z'68£ '13 "nui
0£-96£ '13 wN
L :ul - 663"09+Z e3S
ul 00'98C'13 .nul
0976£ '13 'PUJO
Ilepn0 - 00'00+0 e3S
W
O O 0
ao v
0
v v v
i ? S ; S I
! j ? 3 f
3
0
O ?? O O
-o 6
h 0 M
c
i
•
- -
- i
- - . n-;- -- - - I o
-- o
p-,, -

ru ! i O

-?-i--^ i e CO

a •

CO
--.!J -? - --?- y-`- - I - - -1 0
+ I i y !i, S a` I I O
LE)
?? ??, l ( ! to
f y r-`Ntl I_ _ -i °o
+ -
t - I ? ? ? r: ; I 71 I
d y O
LO
I! f I! i 5 r I1 I O
I S +1 i 1? ! iy ?C I
{ 'A
_J 0 04
i J 1 i? I I, I O
- - -- t _ - -
11
o° °o °o
O O 0) 0 ccoo
v m Cl) m
F-
L
U
m
a)
of
N
Go
0
0
N
N
N
3
m
E
`0
Cl)
3
0
m
v`
a
2
UI 00'904 '13 .n
4--U ot,!JUV 1=1 nul
0 V L IF 13 w!N
L4 :ul - 15£'£0+51 eIS
N ul 41'004 13 .nUl
In0 4L'66£ '13 •nUI
?j 00'404'13 WIN o
94 :ul - Z5£'8L+£1 eIS _?
c
ul 89'86£ '13 'nul o
co o Ab ° N Cl)
In0 85'86£ '13 'nul N o- ui 0) co
J
O 00'404 '13 WIN I Cl) Cl)
o0
54 :ul - 989'05+Z1 eIS m
CO o {
ui UI 44'L6£ '13 'nUl 1 y -, -~ u? o I { ; 1, ; !
y= In0 4Z'L6£ '13 'nUl ! , ! C-4 .d) I
0 08'504'13 WIN i 3 s 1. 4 1
p` 44 :ul - Z48'£Z+O1 eIS # s j 1 w y o
UI £9'96£ '13 'nul
In0 0496£ '13 'nUl 14 O i I I
08'904 '13 WIN i 1 + s 1 @ ' ' s
s F
£4:ul - 861Z+6 839
! y ' ' I (' i ? i # s I
I i l¢ i i s l o
ul 81'96£ 13 'nul
In0 81'96£ 13 'nUl c°v
08904 13 WIN
Z4 :ul - 86'9L+8 IRIS : ' 4 I ?3; °' ?`
ul £6'56£ 13 'nUl ' ! ! < !I ' + 71 1 i + i y' ?n
In0 85'56£ 13 'nul m
08'904 '13 WIN o
o
14 :ul - 96'LZ+8 eIS 8 ! ,? ! 1 a I { i 13 ' ' I I V 0, °
ul 60'56£ '13 'nUl 17 ° + t I I i; i I ' r' ! i y i v
In0 4L'46£ '13 'nul i; s!, j I i r o U
00"504 '13 will
I 1 s '' i, J
04 :Ul 96 0£+L eIS o
I + 1 1 3 I s R l *,?? ao
r : r4 ? !yam ! !
ul LO'46£ '13 -nul
;no ZL'£6£'l3 'nUl 4 r , ; , i ?s ! , ' I
00'904'13 will N, g, I
6£ :ul - Z65'L6+5 eIS
- F 3 1 j O.
ul 61'£6£ "13 'nul J
In060'£6£'13'nUl t:! s!{ o s l 1 t;; i I o) r• i v ' i
00'904 '13 will c F + y J o I
8£ :ul - 58L'Z6+4 eIS + [ i i t r I r i' f uQi
l 3 j7 E 1 9 1 d,l i ! ° +
' 9 y IV
ul 84'Z6£ 13 'nUl ; r (d} I
In0 £VZ6£ '13 'nut ! ` ' 3 i a i Ns o
00'504'13 WIN - '- - -3t_ o
L£ :ul - 895' 1L+£ eIS s Fry ?'
i >
13 'nul _
ul 6016C'
;no 66"06£ 13 'nul r i I i i N t
0016£ 13 WIN °
N
I. 8Z :ul - WZ'49+1 eIS
ul 5£'68£ '13 nut F
In0 5Z'68£ "13 'nul I
0£'96£ '13 WIN F , A 1 I
, I
V 0000+0 eIS I I 1 !
? o° °o °O o 9° O°
v co _m O N m
N O 0) c0
V (7 cn
s
W
Go
0
0
N
N
d
3
m
w
E
o
i 0
m
T
W
J
L
4W
A
0
0
O O 0 O
rn v rn v
3n0 89'Z04 '13 'nul v v v° °v
00'904 '13 wla - -L-- --- --' ----?--=1=
l5 :ul - LOL-64+4 e3S
ul 0£-Z04 '13 'nul s
3n0 98, L04 '13 nul- ----? - - - - -;
04'904'13 WIN ! 1
04 :ul - LL£' L L+b e3S j
0
o_
of
M
O
O
i cq
P
i.
ul 04' L04 '13 'nul
3n0 04' L04 '13 'nul !? G
04'904 '13 wry ?- - - - - r -?
-- - ?-
-- - ?-- r -
A
64 =ul - 40£'4L+£ 83S , ' 5
S 1
'
i I ,' ? . 9
? 1 I ?
7 4. i ? I
? tl i ? 4II

f } I
s i ? !
P ? ? t I p ?? I

- - -
ul Z6'66£ '13 'nul i I i 1
3n0 84'86£ '13 'nui
00'404 'I3 WIN
u
'
e
3S
4b
l 448
9Z+Z
r
i
3
T
!
' P f s l :
I
f
2 f ' 1 7 I
j i

I

Ib.
' I
1
I S ? ? r
;

Ill 44-L6£ '13 'nul i

3n0 4Z-L6£ '13 'nul i 1
09'9017'13 IAN
00'00+0 839 '

°0 0 0° o
o 0
v v v v
W
J
r
,i
F
,I
r
3
0
0
of
fT
Cl)
i
0
0
v
0)
Cl)
J ?
iv
LID
w
J I
0
i
?o

--I C
I
f ' j I
LC)
N
ff
F
1
I
0
N
44O`
o
!
l? o
Ir-
N
C')
i
-1 - -; o
I
0
0
`r
rn

L
U
l"0
Fli
ac
N
C7
2
I
Go
0
0
N
y
N
3
m
Cl)
E
coo
3
0
w
m
IE

ALim
u
P
0
0
00 00
of v 0) V of ;? v
O o rn o
3n0 £L'£04'13 .AUI v v Cl) °o cn o
05'904 l3 WIN -- -- I I---- - ---- - -: T--- ! 75
t-----
Z5 :Ul - L80"94+4 eIS
UI SL'Z04 '13 'nul , ; I S cc* `
ISO 99' L04 .13 -AUI --- - -- - e- - - I' {-'-- -; r' - a °v
09'90t,'13 WIN ,
09:1-11 - LL£' L L+4 elS
i I
UI 05' L04 '13 'nul
inO 04' L04 13 'AU1 ? 1 I ' i ` I
0590413 WIN 1 - -'- -fir- - - -' ji -- -I--? -I ' - - -a 7°n
64 :Ul - 40£'9L+£ PS
1 ? ? i ?p i I :? Sf r I '
' }h
t ? I ; I fi ?? ? 7 I i ?
UI Z6 66£ 13 nul N U
ISO 85'86£ 13 -AU a)
00'404'13 W!M
94 :Ul - 548"9Z+Z elS
! ; ± t is a j
, I , I I
I ? 1 I 5 , ! , I
? ? ! ? ? 7 7 to pJ I? O
I ! ? ? 1 I s i; 1 °
- - - ---j7t - r ' - -?-' ?- fir" - ?-- ??- -- • '-I tq 0
UI 44'L6£ '13 'AUI
3n0 4Z L6£ 13 'AUl
08'S04'13WRi
00'00+0 83S r , f- _ J o
r?
... °' .? o o rn rn
V (7 M
W
Go
0
0
N
N
a`)
3
N
Cl)
E
o
0
m
a
2
L
A
?I+
?V
1
CIO
0
°o o° °o o °o o° °o
03
CA O O CD O)
3n0 00'£04 '13 'nul v v `t Cf) Co
04'904 -13 W!b ?-- -- --- -- -- ?- - - --- -- ?-?n- ---- '°
£5 :ul - 69l'S4+4 e3S ? a ! !
{ ! a
Ill 0£'Z04 '13 'AUI 3 -" i ?.3 + v
3n0 04' l04 l3 "AUl l ! , l ' 4 i
09904 13 W!a
64 :ul - 40£'SL+£ e3S
1 3 S j 3?i j, O
to
• I 3 1 ? l Z ' 1' E? ? C7
Cl)
+ f 3 ! i ?# t
00
-? ---- ' i.. I ; --?
ul Z6 66£ 13 'nuI N
3n0 85'86£ '13 "AUI
N
00'40413 WIU j i ! -r ? tr
54 :ul - 549,92+Z e3S
L 2 .-L C)
CDP
i
C)f i
a i • t ?j l i II ? ? ?
! ! i•,`
1 t 1 V ' _i?_ - i _
ul 44'L6£ '13 'AUI ( i
3n0 4Z"L6£ 13 'nut
09'504 '13 WN
00'00+0 e3S i
O O O O O O
v O O O O)
tT V' t 1 Cl)
w
Go
°
Cl
N
y
N
3
m
E
o
3
0
w
m
T
2
L
v/
00 00 00 O O 00
°i 0 o m rn
Cl) Cl)
-?'- ---- -- '--- I \° 0
lnO 6£'£04 l3 nul ?
00'L017'13 WIM ! E crn
V9 ul - LGZ-170+17 elS - - - ----i - , - -' C'4
i - --i °
UI Ol'£017 '13 -AUI I { , i
1n0 017• lOb '13 'AUI a ;
05'901713 UIN ------
617 ul -170£-5L+£ e3S 3 - - - --} -' - _? - --'} ; I I {
I { f a C) ! I
1 ? 1 ? ' y ? } I €qo
• ; I I E ? j; j 1 t Ea i
3 --'------I-- - -`T`?l- i - _--I LO
-- - ; I p 1 f
ul Z6'66£ 13 'AUI `s 1 C'4
1n0 95'86£ -13 'AUI
}
004104 13 w1b
917 .ul - 5179 9Z+Z elS y E
D ,
! 1_ `?s__ t °o
o
E t s ! +:o
t 1 :I LO
J 1
ul 171716£ '13 -AUI
3n0 17Z'L6£ '13 •AUI 1 j
t
i
08'5017 '13 w21
00'00+0 eaS i )
O O O O O O
Cl) C) 0 0)
M
W

nl
(?J
0?
J
co
0
Cl
N
rn
N
3
d
U)
E
o
Cf)
O
m
T
u
U/
°0 0° 0 0
C? 0 O 0 9
ao c+i co Cl) Co C7
tf Cl) M
00
ino 96'£04 '13 'nui - --- -- -- - - -}- - -; ------? -- --- - j- -- -- - -- 0o
09'901r'13 wlb i s s - j I
69 :ul - 69£" L6+£ e3S j
i-- -- -- -f - ?' - I - - --y --? p-
1
Y' o> - f --; Cl)
ul 4Z'£04 '13 'nul I ' " I Rn
ino 4l'£04 '13 'nut
04.904 '13 w1b I i -. -S .._J._ f s co
R? i I
95 :ul - 69£'L l+£ e3S
ul LL704 '13 'nul 1 1 i s {4 I
lnO l9'Z04 13 'nul ; 1 1 I
I i j S t LO
00"904 13 MU
L5 :ul - SLO'4L+Z e3S N
N
ul9L"Z04'13 'nul -- - - dI I I E ; s j -y
lnO 90'Z04 "13 "nul
05"904 '13 wRi ; j r ! i i ?n I
1 LO
95 ul - 9£5"9Z+Z e3S i - - - -- - --' a - -- - - - - . -- -? a
N
t 'r I j tO
? 3 ? ! , j ? i 3 YC) ? ? ?
N
ul 05' l04 '13 'nut f t ;
ino 04' L04 '13 'nul ?{ I
wl Rn
00'904 "13 2i --r'- : - > -- -- - --?- ----; - 1
55 :ul - L9VZL+L e3S I ; ; x i I
11 I 1 ! I I ` a j
' _ a -- - ?- O R- - - ---? Ro
s l c , a j I
f Ln
ul OL'004 "13 "nul ! I ; a I I
lnO 4Z'L6£ "13 'nul I 1 ; s; i R ~ !
09"504 "13 wlM r I
44 :ul - Z99" LO+L e3S- 111' _I O
,
:
-i LO
V
R r ? ? ?; I J
ul £L"96£ l3 "nul - - _. - --; -- - 4 -, o -- -I N
ino 04'96£ '13 'nul j 9
09'9017'13 wR! 1 ! ° 7 !
00,00+0 e3S 3
?- ao ri co ri co Cl)
> v v °v °v M M
a?
w
co
a
O
N
rn
N
3
U'
E
o`
3
O
l0
W
L
O O O 00 00
°D `? o o rn
?T ? ? V' Ca M

1n0 5L•Z04 '13 •nul -
-----: --I
-
-r--- 1
- ;--a
---
:- - - I ?
-- - N
00.904 '13 WIN i
09 :ul - 645•L9+Z elS
1 I e ) :.J

l
c
i
UI 9£,Z04 '13 'nut J I
hO 90'Z04 '13 'nut f i
05'904 13 WIN
95 ul - 9£5,82+Z IRIS `---- -- -- ± ---- - - - - -- - -? - - - -- J N
i 1 f 1 j I N

- a

'- .-
.
7 -'Y -
I - ??-'•
lf1 --- ; -,?
a 1 -'--
-? 0
N
1 1
ul 05' L04 '13 'nul ! u' { i
ISO 04'L04 13nul ; s
i ? { 0

00'904 '13 .21
WI -4
'
`
1
ZL+L IRIS I
55 ul - L5L

1
i I
gi o
I
O
-- f -=- - - -= - , -- - - -
-- -
cc

I - ' - i ---- 1 !- ?-- -;- - C,

VIOL-004'13'nul
'
1n0 4Z'L6£ -13 'nut i t i 1 I
08'504 '13 w2! ?
y 0
44 ul - Z98' LO+L IRIS;- - --
•?
i i' s` i j
i? '
i
? 3
i
?
? i
1 i
) '- - - i 0
I
I I
?
. f i j
r
. i j v } 1 t j

i j CD
O' i

- - - I -;- - ---- -F - -, -1 N - - C)
J I N
'

i s
ul £L'96£ '13 'nut i
In0 04'96£ '13 •nuI : II 1
09'9017'13 w121
!
00'00+0 IRIS I 1 f 1
- ----
--- --- '-
- --
- -^ O
---

O O O O O O
v OD (7 co M Go
o M
o
'Y a l) c l)
l)
LL
co
0
0
N
N
d
3
m
C0
E
o
0
m
T
Lo
"OL
5
O O O 00 O 00
ao v o Cl)
o C) rn 00
Cl) M C7
ISO 99"86£ "13 "nul i
00"£04 '13 WIN ! 9 0
I o
L9:1.11 - 9Z8"90+ZL IRIS cli
ul 04"96£ "13 'nui
ISO 4L"46£ "13 'nut r t ?N ' (v o
00"904 "13 WIN
04:ul-69L"L8+6IRIS ' s 1 f ! ,'' ' ?fl cl) o
' y 9 1 j 7 Ij s? i I V
ul LO'46E "13 'nut
ISO ZL"£6£ "13 'nut - ( + ! I rn
t 1 i, 1, t r `e ,
00"904 "13 will
6E :ul - L6L"L4+8 IRIS '?' i ? s s ?", ! o i 4 I
ul 6 L "E6£ 13 'nui cw t ; -1 om
hO 60"£6£ 13 nul i i i! y r' 3 r ! i 1
00"904 13 WIN '
8E ul - 48624+L IRIS 1
C)
ul 84Z6E 13 "nul
hO ELZ6E 13 "nut a + i v
00"904 13 WIN cu
L£ :ul - LLL" LZ+9 IRIS I r ' -i- i ' r ! o°
14
7 ' ' 7 ; ! I ' 3 ' S 9 7 it ' di ti t
ul 6016S "13 'nul 1 1 w , !
ISO 66'06C'13 'nut
0016C ]El WIN
SZ ?ul - 64"4 L+4 IRIS _' 2_-!n--°?
i
r + ?! ? r ?I 4 s I ? ? ??
ul 9£'68£ "13 'nut - ? _ ' %-- t• 3-k f - -1 C
c,
hO 9Z"68E "13 "nul
OE'96£'13 WIN ; i F M r ! ?
L .ul - 66L 09+Z IRIS +" If o !
CN
i r II{ ` I 1 1 1 I O ^...
ul 00"88£ "13 "nut
09"Z6£ l3 .pWO i W
IIepo - 00"00+0 eIS - -- - -- --j - - - - -' -'"-- --3 -- `S_ § s N - -? o
o 0
°0 0 0 00 O 0
ao v r- o Cl)
> o rn rn ao
v v v c+> Ch co
W
co
0
0
N
N
N
3
a?
N
E
O
0
m
T
W
Io
1
AL
'?
U/
O CD O
O O O
O
N

3n0 96' L04 '13 'nUl
09'904'13 WIN i .-; ---- - -- - ----;_;-? -
Z9 :ul - 99919+0 L elS i
f

ul 0 V L04 '13 'AUI
hO 4C46£ '13 'nul -_ _J ?'-
-
00'S04 '13 WIN `
=
04 :ul - 69L' L8+6 elS T i 1 !

'
'
' ?- -
-
AUI
UI LO
46£
13 ?
-,
h0 ZL'E6E '13 .AUI I
00-904 '13 WIN
6£ :ul - L6L'L4+S elS I ; 3
: "+ I
f
ul 6L'E6£ 13 'AUI S f + i
InO 60"£6£ 13 'AUI
00'904 13 WIN
S£ :ul - 486'Z4+L elS j i { j i r I S

ul S4 Z6E 13 'AUI
hO £ L'Z6E l3 'AUI
'
' 1 a
904
00
13 WIN
L£ :ul - LZL LZ+9 elS
1 i l 7-f
3

'
'
AUI
ul 6016C
13
'
'
'
InO 66
06£
13
AUI
'
'
L6£
00
13 WIN
8Z :ul - 64'4L+4 elS
I "
9 I " ? 4 s
1 1 I+ ? 3 F
I ? t
'
i)? i 1 k ' I

UI 9£"68£ '13 'nut -`
In0 9Z'68E '13 'AUI I
0£'96£ '13 WIN i
L ul - 66 L'09+Z elS
1
1
$ i
I
;
A
I
i
1
i s 1 I t j
I ! ,
1 ( 1 ' f
!
c 1
! °
ul 00'88£ '13 "AUI 1 ;
09"Z6£ '13 -PUJJ
IlelhO - 00,00+0 elS

°
°
0
o
o
0
N v cD
c"! 0

l1J
0
rn
o ? 0 0
0 o O o
rn @? rn Go
th Cl) Cl)
I i (0, I i i LQ , i
i
N o
00
T" s t
1 y i rt
' 1 t 1 O
a 1 1 rn
I jI? I I S ?! "? I
• iz j ; r 1
I ie ? ; 1
LO ,
1 I rpi 3' I Q jLO !
-- l , N
1 11 ? IN 1
"! ? C j j1 t, r 3 1
co _r_
t ?
1 Y t i I ' T_ ' '\ C)
1 - f dl C)
F 1 a w
cV
o
1 I ', I SI ? s 16 h` a I
• I ? 4 i R}' o
I j ?< 'fit + I?
1 t. ?
, 1 to f i ?
' t ry 1 j 1! O
-- -? y. -iyy-e , r- --- --I N
z ' 4 I, C6
1 1 .? ---'--I O
' I I! f } ?QC4 -
Oo Oo C?
CO O N
O M
en M
Go
0
Cl
N
N
N
3
m
U)
E
o
3
O
N
-O
T
2

L
3
u
9
P
U4-0
U/
O O 0 0 0 0
v n o ri
0
(D 0 co
c) 0 C13 C-1
-- ----1----- --- J --- --. ?n
inO 56'66£'13 'AUI
00'Vot+'13 una
£9 :ul - 45L'91+L e3S
ul 00*66C '13 to
inO £l'Z6£ l3 'nul ; - co
00'504 '13 MN I a a
L£ :ul - LLL' 1Z+9 e3S
. 1 II? J I ??
! ?: y 1
In
y 1, t s q. i E!
j l I l J i i I j `: 1 ' lclii
1 j 1 ;} ' I i tl I o
ul 60' l6£ 13 'AUI s I i ;; s i I i v
lnO 66'06£ 13 'AUI 1 s` J l f _` I
0016£ 13 UM `r
8Z :ul - 6Vt4+y e3S
- --- i- f1; 1 v
I ' tt ? 4.
ch
e 1 , iN i
' J
°
ul 5£'68£ '13 'AUI I s 5 ; a E i
3n0 5Z'68£ -13 - UI 1 t t J + ?i o
0£ 96£ '13 R!
A - - ` ?n
l :ul - 66l'05+Z e3S N
I
! I t p s i s j y -.
s ? 1 , •l t F r t i r O
if C14
l I? 1 i,? I s r i2 k; l a I
r

L
U
m
N
of

L
k 1
, 9 l h O
( J

°

; Y

!^
y t

k l; v
?

I
ul 00'88£ '13 'nul I I' ,
05'Z6£ '13 TWO ; ? ! ? 11 ? ? ; ! ` j
IleiinO - 0000+0 e3S

0 0 0
O o 0 0

7 o

v _ o
v rn
co rn
CO co
°

W
°
0
0
N
N
N
3
m
CO
E
`o
3
0
m
T
W
J
L
A
1u
4mA
00 00 00 00 00 00
Qi v of v of It
° ° M con m Cl)
CO3n0 Ob"Z6£ '13 'nul 1---- - - --- -- -?- -----j °o
OC-96C -13 WIN
49 :ul - 99L'68+£ e3S } ! #`?t ! 3
?- - - ' - - { -1-- --? - -- -' -i Vn
Cl)
r1 t o ? ;
i t-- i -- - - 1 - --:--h- y ?-----! O
, I ? I 1 : 1 J? ' i ?z 1 , i M
i 1 + ? .' i 1 i z?ll G ? °001 z I ? ? i
Ilk
C%I
-- -- - --- - - ?? 'SL !- - i 0
-- 'i -- - - - - -- ??-i={ -i--'
Lf)
j- -- {{?- -, - -? - ----?-- -r -- N
ul 00'M'13 "nul t 1 ! Is i c I
3n0 5Z"68£ '13 'nut t
OC'96C'13 WIN
0
L :ul - 66V09+Z e3S I CV
I i s i 1 j Ln
7 y ? ? k? 1 7• t ? N
_ ' -f'- r { ----t-1 N
g t t # , q
, ? 1 i a; 1 s I
1 ? ! i ;I , ? , a ( I
!
O
T-. ' ......./- ' - {' _Lp In
t i
- - - ----------
N
i !4 ?• I Lf)
- - - ? - rti - ?- - --', i r?
s
?-- - --._. ..- --' s- t -- I - -- --? C,
ul 00"88£ '13 'nut
05'Z6£ '13 'PuiJ 1 ! f m;
,
I1e33nO - 00.00+0 e3S
i
O O O O O O
v O O V
0 0) 0) co 00
Cl) M M
' Cl)
W
z
L
U
N
Ix

J
S
Go
0
O
N
N
N
3
d
E
0
U)
0
m
T
mI
J
t
J
u
i
i
I

0
N
m
O
O
N
N
ri)
E
o`
3
0
c
m
v`
a
2
r-+
0
r
1
¦

N
E
N
N
T
19
J
O
w
co
N
LL
V
N
.O
a
D
J?
r
AW
ro)

d
C

O
N
cD
N
N
O
_
a W M ui
E?

cR.- o
v

0 o
u
Os
Z m cn
o
?
> o
d
c a
+° J t U c
`
o
io
N
C N C
40
a
L J m j
a z
a O
> M F OR
m ON
v
m
c o
0
0
J 0 ui
? C O
C
v p
W
d d C

c O
O
L
p

c C U LO
ai
C u O

LL C d u co

C
Oaw
°O
c
Y o
u u
c CL m

w (D N

E
C
M ?
-

Q
C C T

N
J d ` M J
O
w
w =
C C O
W
? _ Z d
LL

V
?
d
C ? O

0
[V
m
O
O
N
W
0
3
m
E
`o
'a
v`
T
I
. ci
V
5

p
d
C
J
O
N

> co
N
d
W : Cl)
o p
E

R - m
_ C) p

aC c
p O
C C
.
C7 ° ?
m p CIL
o

W

2
c
p n a

It
m
O y O
> CL C9
CN
C
-
a)

W V

O 11

y

Q O a U
C C E II
p ._ O z U

Q
CL
(n N
Q e O w
a ? "' v
(L - ?,
NN
C
to
fA ... N
U
N

Z
> O
C14

O

O N
_
CI -
L) _
N

N 3
w
~Q 3
F
- 0
H

N
?Y ` C h N

}
V! C O
T £ O
N 11
f' y O
d C O N
c E a
E
U
p a
x
10 F O
O
d a0
Q
a O
U c
C C)
O
O
tt= 0 LO
l
O V C
)
+
d
_ E
E
N N N
? N ? O c

Of E
w

p
C W (D
04
> 0
O
r
J N
n
O II
C
J CID
Cl) w
CID

= N
c
N
0
?
c
r_
Q J c
W <L
fA

N C ? ?

J
`- a z
0
fV
O
N
m
rn
E
`o
0
m
v`

(?

C
O
w
C Q.
N
N
C7 N
a0
N
CO 6 C,
O
Z
r_ ui
N

C

C7 c i
_ rn
O
v
C
_ N ? N
2 c
J
?
_ M y
O c
0
O
J C L
C7 c E
ct z
d G ^ r-
C O a
.J W O
LO
t: CL co
> J
W N
a
C
d ..
O
> J
CW.r C

d:E
..
c
?
co
J d ?

y a

?
to
U
J w
a C N ^
- C 1n

2 O .d+ O
LL
M C
O
U
d
C
E
v vi
c r
E o

a
Cl? u
o

c
J O ?
4
to c
N
E
U N
W
O
O
co a z
J z
to
cv
co
N
m
3
E
0
3
0
m
2
C) O 0 0 0 0
0 0 0 0 0

? 0 O (o N 06
?

0)
0 0)
V V 0
!_ _v I _ -? _ I 1 _ _. 0

III
1 1 ?
I ? 1 t

1
1 -
- 9 i r i }
i ?
f . f I; ! R s ( t i ?? f
P
j
i I(? I ? ? 1 . e i

i
, i I i i ? I{ V S? i 0
f f

P ! ,
` i i 1 , ? I S! I
J

1 } I i i} i} i i i co
T
1
t
!
1 I E I I i
1
1 i E f - i , I I i ,.

f t r ? I } I? t I ? .? ° I I
f t
? I P
i
1
j
I
?
}
LL
-
.
( t ILO
{ I s0
i k ?
i I
I
f
1
F
I ?
I 1 I r
9
! i I
P i r
?
1 E
?s'li ? I ?i I !
k
?
I
4
lii(f 'I!1 fIIIi
i E i
i?
t i V 1 s 1 i i I I t I f I i_? O
in008,Z04'f3 -nul
0£'604 '13 WIU E s i i 1
i` j t t ! 1 I
I k r- i I
L :ul - 908 9£+0 e3S 1 p r j a i
f 1 f P -( it t E s I I
i } ? e'er ! I ! r
of
LM
uI 00L04 '13 'AU1
00'£017 '13 TWO
Ilepn0 - 0000+0 eaS
A
} i I I? i I 1 I
i
' kl f iii Iri
}? i 1 ? I V; t t I? ! I i
! i - i i t 1? - t 1 ?q F! I N
I I 1 1 ( i c i i? r j
i f! I s s r 1 1 } ;,
i t
f i, 1 ? 7 I?! I P ? 1.
O
(h
t ? 1 i !
1?1 P1'
I
} i
J I
IP ! I
i
1 ? I
1 Ii
I,
i
0
0
0
0
f7
J
OD
0
O
N
N
d
3
d
co
O
N
T
O0 O 0o O0 O0
Go O c0 N
C) 0
?t
w
r
i
r
i
L�
r�

Hydraflow Table of Contents H6ROL-SCSMethod-Proposed-100percent-WithCistern.gpw
Hydraflow Hydrographs by Intelisolve v9.02
Tuesday, Apr 12, 2011
Watershed Model Schematic ............................................................................... 1
Hydrograph Return Period Recap ....................................................................... 2
1 -Year
Summary Report .................................................................................................................. 3
Hydrograph Reports ............................................................................................................. 4
Hydrograph No. 1, SCS Runoff, Sub DA 1a ...................................................................... 4
Hydrograph No. 2, SCS Runoff, Sub DA lb ...................................................................... 5
Hydrograph No. 3, Reservoir, Bio Basin Outflow lb .......................................................... 6
Pond Report - Bio-Retention Basin ............................................................................... 7
Hydrograph No. 4, Combine, Combined Flow for DA 1 Post ............................................. 8
Hydrograph No. 5, SCS Runoff, DA 1 Pre ......................................................................... 9
2 - Year
Summary Report ................................................................................................................ 10
Hydrograph Reports ........................................................................................................... 11
Hydrograph No. 1, SCS Runoff, Sub DA 1a .................................................................... 11
Hydrograph No. 2, SCS Runoff, Sub DA I lb .................................................................... 12
Hydrograph No. 3, Reservoir, Bio Basin Outflow lb ........................................................ 13
Pond Report - Bio-Retention Basin ............................................................................. 14
Hydrograph No. 4, Combine, Combined Flow for DA 1 Post ........................................... 15
Hydrograph No. 5, SCS Runoff, DA 1 Pre ....................................................................... 16
10 - Year
Summary Report ................................................................................................................ 17
Hydrograph Reports ........................................................................................................... 18
Hydrograph No. 1, SCS Runoff, Sub DA 1a .................................................................... 18
Hydrograph No. 2, SCS Runoff, Sub DA lb .................................................................... 19
Hydrograph No. 3, Reservoir, Bio Basin Outflow lb ........................................................ 20
Pond Report - Bio-Retention Basin ............................................................................. 21
Hydrograph No. 4, Combine, Combined Flow for DA 1 Post ........................................... 22
Hydrograph No. 5, SCS Runoff, DA 1 Pre ....................................................................... 23
OF Report ........................................................................................................... 24
I
Watershed Model Schematic
i?'- SS'u}G PV to
1..J
2-Sub Ru. to
I?
Hydraflow Hydrographs by Intelisolve v9.02

5
-
Q
41 Prt
. m. an ? Pan ?
°
M
y
t?
Le end
Hvd. Origin Description
1 SCS Runoff Sub DA 1a
2 SCS Runoff Sub DA ib
3 Reservoir Bio Basin Outflow 1 b
4 Combine Combined Flow for DA 1 Post
5 SCS Runoff DA 1 Pre
Project: H6ROL-SCS Method-Proposed-100percent-WithCistern.gpw Tuesday, Apr 12, 2011
Hydrograph Return Period Recap Hydraflow Hydrographs by Intelisolve v9.02
Hyd. Hydrograph Inflow Peak Outflow (cfs) Hydrograph

No. type Hyd(s) description
(origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr
1 SCS Runoff -- -- 4.914 10.69 -- ---- 33.19 --- - --- Sub DA la
2 SCS Runoff --- 33.68 49.40 -- --- 95.38 --- --- Sub DA 1b
3 Reservoir 2 2.243 12.71 --- ----- 34.50 --- -- -- Bio Basin Outflow 9b
4 Combine 1,3 4.914 19.03 --- ----- 63.11 ------ - Combined Flow for DA I Post
5 SCS Runoff --- 9.397 20.45 --- -- 63.47 ----- - DA 1 Pre
Proj. file: HIBROL-SCS Method-Proposed-100percent-WithCistern.gpw Tuesday, Apr 12, 2011
Hydrograph Summary Report
Hydraflow Hydrographs by Intelisolve v9.02
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
interval
(min) Time to
peak
(min) Hyd.
volume
(cuft) Inflow
hyd(s) Maximum
elevation
(ft) Total
strge used
(cult) Hydrograph
description
1 SCS Runoff 4.914 1 749 46,735 -- -- Sub DA 1a
2 SCS Runoff 33.68 1 743 192,707 -- - --- Sub DA 1b
3 Reservoir 2.243 1 808 14,557 2 389.15 91,803 Bio Basin Outflow 1b
4 Combine 4.914 1 749 61,292 1,3 -- -- Combined Flow for DA 1 Post
5 SCS Runoff 9.397 1 749 89,368 - -- ----- DA 1 Pre
H6ROL-SCS Method-Proposed-1 00perce t -R6tbfhJ1b "p*Year Tuesday, Apr 12, 2011
Hydrograph Report
4
Hydraflow Hydrographs by Intelisolve v9.02
Hyd. No. 1
Sub DA 1a
Hydrograph type = SCS Runoff
Storm frequency = 1 yrs
Time interval = 1 min
Drainage area = 37.260 ac
Basin Slope = 0.0%
Tc method = USER
Total precip. = 2.86 in
Storm duration = 24 hrs
Tuesday, Apr 12, 2011
Peak discharge = 4.914 cfs
Time to peak = 749 min
Hyd. volume = 46,735 cuft
Curve number = 62*
Hydraulic length = 0 ft
Time of conc. (Tc) = 47.40 min
Distribution = Type II
Shape factor = 484
* Composite (Area/CN) = [(11.260 x 61) + (15.000 x 55) + (7.000 x 70) + (4.000 x 77)] / 37.260
Q (cfs)
5.00
4.00
3.00
2.00
1.00
0.00
Sub DA 1a
Hyd. No. 1 --1 Year
120 240 360 480 600 720 840
Hyd No. 1
Q (cfs)
5.00
4.00
3.00
2.00
1.00
0.00
960 1080 1200 1320 1440 1560
Time (min)
Hydrograph Report
Sub DA 1b
Hyd. No. 2 -- 1 Year
Hydraflow Hydrographs by Intelisolve v9.02
Hyd. No. 2
Sub DA lb
Hydrograph type = SCS Runoff
Storm frequency = 1 yrs
Time interval = 1 min
Drainage area = 51.300 ac
Basin Slope = 0.0%
Tc method = USER
Total precip. = 2.86 in
Storm duration = 24 hrs
* Composite (Area/CN) = [(23.590 x 98) + (26.710 x 61) + (1.000 x 55)] / 51.300
Q (cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0.00
0
Tuesday, Apr 12, 2011
Peak discharge = 33.68 cfs
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
743 min
192,707 cuft
78*
Oft
47.40 min
Type II
484
5
Q (cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0.00
120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 2 Time (min)
Hydrograph Report
6
Hydraflow Hydrographs by Intelisolve v9.02 Tuesday, Apr 12, 2011
Hyd. No. 3
Bio Basin Outflow lb
Hydrograph type = Reservoir Peak discharge = 2.243 cfs
Storm frequency = 1 yrs Time to peak = 808 min
Time interval = 1 min Hyd. volume = 14,557 cuft
Inflow hyd. No. = 2 - Sub DA lb Max. Elevation = 389.15 ft
Reservoir name = Bio-Retention Basin Max. Storage = 91,803 cuft
Storage Indication method used. Exfiltration extracted from Outflow
Q (cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0.00
0 120
Hyd No. 3
240 360 480 600 720 840 960
Hyd No. 2 i ; Total storage used = 91,803 cuft
Q (cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0.00
1080
Time (min)
Bio Basin Outflow lb
Hyd. No. 3 -- 1 Year
Pond Report '
Hydraflow Hydrographs by Intelisolve v9.02 Tuesday, Apr 12, 2011
Pond No. 1 - Bio-Retention Basin
Pond Data
Contours - User-defined contour areas. Conic method used for volume calculation. Beg ining Elevation = 388.00 ft
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sgft) Incr. Storage (cuft) Total storage (cult)
0.00 388.00 77,466 0 0
1.00 389.00 80,809 79,124 79,124
2.00 390.00 91,251 85,969 165,092
3.00 391.00 94,867 93,044 258,136
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise (in) = 24.00 0.00 0.00 0.00 Crest Len (ft) = 14.60 195.00 0.00 0.00
Span (in) = 24.00 0.00 0.00 0.00 Crest El. (ft) = 389.00 390.50 0.00 0.00
No. Barrels = 1 1 0 0 Weir Coeff. = 2.60 3.33 3.33 3.33
Invert El. (ft) = 384.00 0.00 0.00 0.00 Weir Type = Broad Broad - -
Length (ft) = 95.00 0.00 0.00 0.00 Multi-Stage = Yes No No No
Slope (%) = 1.00 0.00 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfi1.(in/hr) = 2.000 (by Contour)
Multistage = n/a No No No TW Elev. (ft) = 0.00
Note: Culvert/Orifice outflows are analyzed under inlet and outlet control. Weir risers are checked for orifice conditions
Stage (ft)
3.00
2.00
1.00
0.00 '
0.0 30.0
Total Q
Stage / Discharge
60.0 90.0 120.0 150.0 180.0 210.0 240.0 270.0
Elev (ft)
391.00
390.00
389.00
1 388.00
300.0
Discharge (cfs)
Hydrograph Report
8
Hydraflow Hydrographs by Intelisolve v9.02 Tuesday, Apr 12, 2011
Hyd. No. 4
Combined Flow for DA 1 Post
Hydrograph type = Combine Peak discharge = 4.914 cfs
Storm frequency = 1 yrs Time to peak = 749 min
Time interval = 1 min Hyd. volume = 61,292 cuft
Inflow hyds. = 1, 3 Contrib. drain. area= 37.260 ac
Q (cfs)
5.00
4.00
3.00
2.00
1.00
0.00
0 120 240
Hyd No. 4
360 480 600
Hyd No. 1
720
Q (cfs)
5.00
4.00
3.00
2.00
1.00
0.00
840 960 1080 1200 1320 1440 1560
Hyd No. 3 Time (min)
Combined Flow for DA 1 Post
Hyd. No. 4 - 1 Year
Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.02
Hyd. No. 5
DA 1 Pre
Hydrograph type = SCS Runoff
Storm frequency = 1 yrs
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
1 min
71.250 ac
2.0%
USER
2.86 in
24 h rs
9
Tuesday, Apr 12, 2011
Peak discharge = 9.397 cfs
Time to peak = 749 min
Hyd. volume = 89,368 cuft
Curve number = 62*
Hydraulic length = 1800 ft
Time of conc. (Tc) = 47.40 min
Distribution = Type II
Shape factor = 484
* Composite (Area/CN) = [(47.070 x 61) + (13.180 x 55) + (7.000 x 70) + (4.000 x 77)] / 71.250
Q (cfs)
10.00
8.00
6.00
4.00
2.00
0.00
0
DA 1 Pre
Hyd. No. 5 -- 1 Year
Q (cfs)
10.00
8.00
6.00
4.00
2.00
0.00
120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 5 Time (min)
10
Hydrograph Summary Report
Hydraflow Hydrographs by Intelisolve v9.02
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
interval
(min) Time to
peak
(min) Hyd.
volume
(cult) Inflow
hyd(s) Maximum
elevation
(ft) Total
strge used
(cult) Hydrograph
description
1 SCS Runoff 10.69 1 745 81,087 - --- ---- Sub DA 1a
2 SCS Runoff 49.40 1 742 274,411 -- -- ------ Sub DA 1b
3 Reservoir 12.71 1 782 73,091 2 389.48 120,517 Bio Basin Outflow 1 b
4 Combine 19.03 1 774 154,178 1,3 ---- -- Combined Flow for DA T Post
5 SCS Runoff 20.45 1 745 155,058 -- -- DA 1 Pre
H6ROL-SCS Method-Proposed-100perce t -RbtbftigBe"pQrYear Tuesday, Apr 12, 2011
Hydrograph Report
11
Hydraflow Hydrographs by Intelisolve v9.02
Hyd. No. 1
Sub DA 1a
Hydrograph type = SCS Runoff
Storm frequency = 2 yrs
Time interval = 1 min
Drainage area = 37.260 ac
Basin Slope = 0.0%
Tc method = USER
Total precip. = 3.46 in
Storm duration = 24 hrs
Tuesday, Apr 12, 2011
Peak discharge = 10.69 cfs
Time to peak = 745 min
Hyd. volume = 81,087 cuft
Curve number = 62*
Hydraulic length = 0 ft
Time of conc. (Tc) = 47.40 min
Distribution = Type II
Shape factor = 484
* Composite (Area/CN) = [(11.260 x 61) + (15.000 x 55) + (7.000 x 70) + (4.000 x 77)] / 37.260
Q (cfs)
12.00
10.00
8.00
6.00
4.00
2.00
Sub DA 1a
Hyd. No. 1 -- 2 Year
Q (cfs)
12.00
10.00
8.00
6.00
4.00
2.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)
Hydrograph Report
12
Hydraflow Hydrographs by Intelisolve v9.02
Hyd. No. 2
Sub DA I lb
Hydrograph type = SCS Runoff
Storm frequency = 2 yrs
Time interval = 1 min
Drainage area = 51.300 ac
Basin Slope = 0.0%
Tc method = USER
Total precip. = 3.46 in
Storm duration = 24 hrs
Tuesday, Apr 12, 2011
Peak discharge = 49.40 cfs
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
742 min
274,411 cuft
78*
Oft
47.40 min
Type II
484
Composite (Area/CN) _ [(23.590 x 98) + (26.710 x 61) + (1.000 x 55)] / 51.300
Sub DA 1b
Q (cfs) Hyd. No. 2 - 2 Year Q (cfs)
50.00 50.00
a
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
S'p
0.00 - _ 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2
Hydrograph Report
13
Hydraflow Hydrographs by Intelisolve v9.02 Tuesday, Apr 12, 2011
Hyd. No. 3
Bio Basin Outflow lb
Hydrograph type = Reservoir Peak discharge = 12.71 cfs
Storm frequency = 2 yrs Time to peak = 782 min
Time interval = 1 min Hyd. volume = 73,091 cuft
Inflow hyd. No. = 2 - Sub DA lb Max. Elevation = 389.48 ft
Reservoir name = Bio-Retention Basin Max. Storage = 120,517 cuft
Storage Indication method used. Exfiltration extracted from Outflow
Q (cfs)
50.00
40.00
30.00
20.00
10.00
Q (cfs)
50.00
40.00
30.00
20.00
10.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080
Hyd No. 3 Hyd No. 2 Total storage used = 120,517 cult Time (min)
Bio Basin Outflow lb
Hyd. No. 3 -- 2 Year
Pond Report 14
Hydraflow Hydrographs by Intelisolve v9.02 Tuesday, Apr 12, 2011
Pond No. 1 - Bio-Retention Basin
Pond Data
Contours - User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 388.00 ft
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cult)
0.00 388.00 77,466 0 0
1.00 389.00 80,809 79,124 79,124
2.00 390.00 91,251 85,969 165,092
3.00 391.00 94,867 93,044 258,136
Culvert / Orifice Structures
[A] [B]
Rise (in) = 24.00 0.00
Span (in) = 24.00 0.00
No. Barrels = 1 1
Invert El. (ft) = 384.00 0.00
Length (ft) = 95.00 0.00
Slope (%) = 1.00 0.00
N-Value = .013 .013
Orifice Coeff. = 0.60 0.60
Multi-Stage = n/a No
Weir Structures
[C] [PrfRsr] [A] [B] [C] [D]
0.00 0.00 Crest Len (ft) = 14.60 195.00 0.00 0.00
0.00 0.00 Crest El. (ft) = 389.00 390.50 0.00 0.00
0 0 Weir Coeff. = 2.60 3.33 3.33 3.33
0.00 0.00 Weir Type = Broad Broad - --
0.00 0.00 Multi-Stage = Yes No No No
0.00 n/a
.013 n/a
0.60 0.60 Exfil.(in/hr) = 2.000 (by Contour)
No No TW Elev. (ft) = 0.00
Note: Culvert/Orifice outflows are analyzed under inlet and outlet control. Weir risers are checked for orifice conditions
Stage (ft)
3.00
2.00
1.00
0.00 '
0.0 30.0
Total Q
Stage / Discharge
60.0 90.0 120.0 150.0 180.0 210.0 240.0 270.0
Elev (ft)
391.00
390.00
389.00
1 388.00
300.0
Discharge (cfs)
Hydrograph Report
15
Hydraflow Hydrographs by Intelisolve v9.02
Hyd. No. 4
Combined Flow for DA 1 Post
Hydrograph type = Combine
Storm frequency = 2 yrs
Time interval = 1 min
Inflow hyds. = 1, 3
Tuesday, Apr 12, 2011
Peak discharge = 19.03 cfs
Time to peak = 774 min
Hyd. volume = 154,178 cuft
Contrib. drain. area= 37.260 ac
Combined Flow for DA 1 Post
Q (cfs) Hyd. No. 4 -- 2 Year Q (cfs)
21.00 21.00
18.00 18.00
15.00 15.00
12.00 12.00
;
9.00 9.00
6.00 6.00
3.00 3.00
0.00 - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
--- Hyd No. 4 Hyd No. 1 - Hyd No. 3
Hydrograph Report
DA 1 Pre
Hyd. No. 5 -- 2 Year
Hydraflow Hydrographs by Intelisolve v9.02
Hyd. No. 5
DA 1 Pre
Hydrograph type = SCS Runoff
Storm frequency = 2 yrs
Time interval = 1 min
Drainage area = 71.250 ac
Basin Slope = 2.0%
Tc method = USER
Total precip. = 3.46 in
Storm duration = 24 hrs
Tuesday, Apr 12, 2011
Peak discharge = 20.45 cfs
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
745 min
155,058 cuft
62*
1800 ft
47.40 min
Type II
484
* Composite (Area/CN) = [(47.070 x 61) + (13.180 x 55) + (7.000 x 70) + (4.000 x 77)] / 71.250
Q (cfs)
21.00
18.00
15.00
12.00
9.00
6.00
3.00
0.00
0
16
Q (cfs)
21.00
18.00
15.00
12.00
9.00
6.00
3.00
0.00
120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 5
17
Hydrograph Summary Report
Hydraflow Hydrographs by Intelisolve v9.02
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
interval
(min) Time to
peak
(min) Hyd.
volume
(cuft) Inflow
hyd(s) Maximum
elevation
(ft) Total
strge used
(cuft) Hydrograph
description
1 SCS Runoff 33.19 1 743 200,462 -- -- - - Sub DA la
2 SCS Runoff 95.38 1 742 516,765 -- -- ---- Sub DA 1b
3 Reservoir 34.50 1 776 273,788 2 390.41 202,973 Bio Basin Outflow 1 b
4 Combine 63.11 1 749 474,250 1, 3 ------ --- Combined Flow for DA 1 Posl
5 SCS Runoff 63.47 1 743 383,331 --- - ----- DA 1 Pre
H6ROL-SCS Method-Proposed-1 00perce t-R6tb6i4hm"pW Year Tuesday, Apr 12, 2011
Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.02
Hyd. No. 1
Sub DA la
Hydrograph type = SCS Runoff
Storm frequency = 10 yrs
Time interval = 1 min
Drainage area = 37.260 ac
Basin Slope = 0.0%
Tc method = USER
Total precip. = 5.06 in
Storm duration = 24 hrs
Tuesday, Apr 12, 2011
Peak discharge = 33.19 cfs
Time to peak = 743 min
Hyd. volume = 200,462 cuft
Curve number = 62*
Hydraulic length = 0 ft
Time of conc. (Tc) = 47.40 min
Distribution = Type II
Shape factor = 484
18
* Composite (Area/CN) = [(11.260 x 61) + (15.000 x 55) + (7.000 x 70) + (4.000 x 77)] / 37.260
Q (cfs)
35.00
Sub DA 1a
Hyd. No. 1 -10 Year
Q (cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0.00
0
30.00
25.00
20.00
15.00
10.00
5.00
0.00
120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)
Hydrograph Report
19
Hydraflow Hydrographs by Intelisolve v9.02 Tuesday, Apr 12, 2011
Hyd. No. 2
Sub DA I lb
Hydrograph type = SCS Runoff Peak discharge = 95.38 cfs
Storm frequency = 10 yrs Time to peak = 742 min
Time interval = 1 min Hyd. volume = 516,765 cuft
Drainage area = 51.300 ac Curve number = 78*
Basin Slope = 0.0% Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 47.40 min
Total precip. = 5.06 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
" Composite (Area/CN) = [(23.590 x 98) + (26.710 x 61) + (1.000 x 55)] / 51.300
Sub DA I lb
Q (cfs) Q (cfs)
Hyd. No. 2 -- 10 Year
100
00
100.00 .
90
00
90.00 .
80
00
80.00 .
70
00
70.00 - .
60
00
60.00 .
50
00
50.00 .
" 40
00
40.00 .
30
00
30.00 j .
20
00
.
20.00
10.00 10.00
0.00 - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 2
Hydrograph Report
20
Hydraflow Hydrographs by Intelisolve v9.02 Tuesday, Apr 12, 2011
Hyd. No. 3
Bio Basin Outflow lb
Hydrograph type = Reservoir Peak discharge = 34.50 cfs
Storm frequency = 10 yrs Time to peak = 776 min
Time interval = 1 min Hyd. volume = 273,788 cuft
Inflow hyd. No. = 2 - Sub DA 1b Max. Elevation = 390.41 ft
Reservoir name = Bio-Retention Basin Max. Storage = 202,973 cuft
Storage Indication method used. E41tration extracted from Outflow
Q (cfs)
100.00
j 1 uu.uv
90
00
90.00 .
80
00
80.00 .
70
00
70.00 g
1 .
60
00
60.00 ?I .
00
50
50.00 s .
40
00
40.00 .
30
00
30.00 - - t' a .
20
00
20.00 -- .
00
10
10.00
000 - = I .
- noo
0
Bio Basin Outflow lb
Hyd. No. 3 --10 Year Q (cfs)
120 240 360 480 600 720 840 960 1080 1200 1320
Time (min)
Hyd No. 3 Hyd No. 2 Total storage used = 202,973 cult
Pond Report 21
Hydraflow Hydrographs by Intelisolve v9.02 Tuesday, Apr 12, 2011
Pond No. 1 - Bio-Retention Basin
Pond Data
Contours - User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 388.00 ft
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sgft) Incr. Storage (cult) Total storage (cult)
0.00 388.00 77,466 0 0
1.00 389.00 80,809 79,124 79,124
2.00 390.00 91,251 85,969 165,092
3.00 391.00 94,867 93,044 258,136
Culvert / Orifice Structures
[A] [B]
Rise (in) = 24.00 0.00
Span (in) = 24.00 0.00
No. Barrels = 1 1
Invert El. (ft) = 384.00 0.00
Length (ft) = 95.00 0.00
Slope (%) = 1.00 0.00
N-Value = .013 .013
Orifice Coeff. = 0.60 0.60
Multi-Stage = n/a No
Weir Structures
[C] [PrfRsr] [A] [B] [C] [D]
0.00 0.00 Crest Len (ft) = 14.60 195.00 0.00 0.00
0.00 0.00 Crest El. (ft) = 389.00 390.50 0.00 0.00
0 0 Weir Coeff. = 2.60 3.33 3.33 3.33
0.00 0.00 Weir Type = Broad Broad - --
0.00 0.00 Multi-Stage = Yes No No No
0.00 n/a
.013 n/a
0.60 0.60 Exfil.(in/hr) = 2.000 (by Contour)
No No TW Elev. (ft) = 0.00
Note: Culvert/Orifice outflows are analyzed under inlet and outlet control. Weir risers are checked for orifice conditions
Stage (ft)
3.00
2.00
1.00
0.00 '
0.0 30.0
Total Q
Stage / Discharge
60.0 90.0 120.0 150.0 180.0 210.0 240.0 270.0
Elev (ft)
391.00
390.00
389.00
' 388.00
300.0
Discharge (cfs)
Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.02
Hyd. No. 4
Combined Flow for DA 1 Post
Hydrograph type = Combine
Storm frequency = 10 yrs
Time interval = 1 min
Inflow hyds. = 1, 3
Q (cfs)
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0.00
0
120 240
--? Hyd No. 4
360 480 600
- Hyd No. 1
720
22
Tuesday, Apr 12, 2011
Peak discharge = 63.11 cfs
Time to peak = 749 min
Hyd. volume = 474,250 cuft
Contrib. drain. area= 37.260 ac
Q (cfs)
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0.00
840 960 1080 1200 1320 1440 1560
- Hyd No. 3 Time (min)
Combined Flow for DA 1 Post
Hyd. No. 4 --10 Year
Hydrograph Report
23
Hydraflow Hydrographs by Intelisolve v9.02
Hyd. No. 5
DA 1 Pre
Hydrograph type = SCS Runoff
Storm frequency = 10 yrs
Time interval = 1 min
Drainage area = 71.250 ac
Basin Slope = 2.0%
Tc method = USER
Total precip. = 5.06 in
Storm duration = 24 hrs
Tuesday, Apr 12, 2011
Peak discharge = 63.47 cfs
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
743 min
383,331 cuft
62*
1800 ft
47.40 min
Type II
484
Composite (Area/CN) = [(47.070 x 61) + (13.180 x 55) + (7.000 x 70) + (4.000 x 77)] / 71.250
Q (cfs)
70.00
60.00
50.00
40.00
30.00
20.00
10.00
DA 1 Pre
Hyd. No. 5 - 10 Year
Q (cfs)
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 5 Time (min)
Hydraflow Rainfall Report
Hydraflow Hydrographs by Intelisolve v9.02
Return
Peri
d Intensity-Duration-Frequency Equation Coefficients (FHA)
o
(Yrs) B D E (N/A)
1 63.7166 13.0000 0.8949 --
2 63.4997 12.0000 0.8550 ---
3 0.0000 0.0000 0.0000 --
5 74.1189 13.1000 0.8417
10 71.9968 12.5000 0.8049 --
25 62.3193 11.2000 0.7412 -----
50 56.7774 10.1000 0.6991
100 49.9225 8.9000 0.6513 - ---
File name: Raleigh NOAA Atlas14Vol2Ver2.IDF
Intensity = B / (Tc + D)^E
24
Tuesday, Apr 12, 2011
Return
P
i
d Intensity Values (in/hr)
er
o
(Yrs) 5 min 10 15 20 25 30 35 40 45 50 55 60
1 4.80 3.85 3.23 2.79 2.46 2.20 1.99 1.82 1.68 1.56 1.46 1.37
2 5.63 4.52 3.79 3.28 2.90 2.60 2.36 2.17 2.00 1.86 1.74 1.64
3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 6.48 5.27 4.47 3.90 3.46 3.12 2.84 2.62 2.43 2.26 2.12 2.00
10 7.19 5.87 5.00 4.37 3.89 3.52 3.22 2.97 2.76 2.58 2.43 2.29
25 7.91 6.48 5.54 4.87 4.36 3.96 3.64 3.37 3.15 2.95 2.79 2.64
50 8.51 6.97 5.97 5.25 4.72 4.30 3.96 3.68 3.44 3.24 3.06 2.91
100 8.99 7.36 6.32 5.58 5.03 4.60 4.25 3.96 3.72 3.51 3.33 3.17
Tc = time in minutes. Values may exceed 60.
Precio. file name: SamDle.DCD
Rainfall Precipitation Table (in)
Storm
Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr
SCS 24-hour 2.86 3.46 0.00 0.00 5.06 6.03 6.81 7.62
SCS 6-Hr 2.05 2.44 0.00 0.00 3.54 4.23 4.85 5.48
Huff-1st 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Custom 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1�
w

Ir?
WALKS
COUNTY
SITE DATA
Project Information
Project Name: H6 Rolesville High School
Applicant: McNWy Associates PA, Landscape Architects 8 Planning Consultants
Applicant Contact Name: Keith Downing, RLA
Applicant Contact Number: 919.782.9677 x104
Contact Email: °n
Municipal Jurisdiction (Select from dropdown menu): Rolesville
Site Data:
Total Site Area (Ac): 142.05
Existing Lake/Pond Area (Ac): 2.85
Proposed Disturbed Area (Ac): 61.04
Impervious Surface Area (acre): 20.92
Type of Development (Select from Dropdown menu): Non-Residential
Percent Bulk Upon Area (SUA): 15%
Project Density: Ultra-Low
Is the proposed project a site expansion? No
Number of Drainage Areas on Site: 3
1-Year, 24-Hour Storm (Inches) (See NOAA Website): 2.86
NOAA 2-Year, 24-Hour Storm (Inches) (See NOAH Webske): 3.46
10-Year, 24-Hour Storm (Inches) (See NOAA Webske): 5.06
Lot Data (if applicable):
Total Acreage in Lots:
Number of Lots:
Average Lot Sine (SF):
Total Impervious Surface Area on Lots (SF):
Average Impervious Surface Area Per Lot (SF):
Stormwater Narrative (limit to 1,200 characters - attach additional pages with submittal if necessary):
Phase One H6 Rolesville High School utilizes a single Bio-Retention Basin to treat all new impervious surface created by the proposed high school except for approximately 117,800 SF of roof
surface. This site utilizes an underground rain water harvesting system for the 117,972 SF of roof. This site will not be subdivided at this time and the high school is shown on a 74.88 acre Phase
One area of the site. A combination of the Bio-Retention basin and downstream Level Spreader with Vegetated Strip reduces nitrogen exports from the Phase One High School to below 3.6
Lbs/Ac/Yr Nitrogen exports for the total 143.26 acre site are much less than 3.6 Lbs/Ac/Yr. SPECIAL NOTE: THIS SPREADSHEET HAS BEEN MODIFIED TO DEDUCT 5724 LB/AC/YR
FROM TOTAL NITROGEN CALCULATED BECAUSE OF 2.7 ACRES ROOF RAIN WATER HARVESTING SYSTEM.
SITE DATA Page I
(
WAKE
COUNTY
w(MI!! (9®llM tw:9
Project Name: H6 Rolesville High School
DRAINAGE AREA 7
STORMWATER PRE-POST CALCULATIONS
LAND USE & SITE DATA PRE-DEVELOPMENT POST-DEVELOPMENT
Drainage Area (Acres)= 99.86 117.17
Site Acreage within Drainage= 71.25 88.56
One-year, 24-hour rainfall (in)= 2.86
Two-year, 24-hour rainfall (in)= 3.46
Ten-year, 24-hour stone (in)= 5.06
Total Lake/Pond Area (Acres)= 0.00 0.00
Lake/Pond Area not in the Tc flow path (Acres)= 0.00 0.00
Site Land Use (acres): A B C D A B C D
Pasture
Woods, Poor Condition
Woods, Fair Condition
Woods, Good Condition 13.18 7.00 4.00 5.00 7.00 4.00
Open Space, Poor Condition
Open Space, Fair condition
Open Space, Good Condition 47.07 48.97
Reforestation (in dedicated OS)
Connected Impervious 23.59
Disconnected Impervious
SITE FLOW PR E-DEVELOPMENT T, POS T-DEVELOPMEN T Tc
Sheet Flow
Length (ft)= 300.00 300.00
Slope (ft/ft)= 0.023 0.023
Surface Cover: Grass Grass
n-value= 0.240 0.240
T, (hrs)= 0.573 0.573
Shallow Flow
Length (ft)= 1604.00 1604.00
Slope (ft/ft)= 0.021 0.021
Surface Cover: Unpaved Unpaved
Average Velocity (ftlsec)= 2.34 2.34
T, (hrs)= 0.19 0.19
Channel Flow 1
Length (ft)= 763.00 763.00
Slope (f tft)= 0.019 0.019
Cross Sectional Flow Area (ft)= 45.00 45.00
Wetted Perimeter (ft)= 20.00 20.00
Channel Lining: Weeds Weeds
n-value= 0.040 0.040
Hydraulic Radius (ft)= 2.25 2.25
Average Velocity (ft/sec)= 8.82 8.82
T, (hrs)= 0.02 0.02
Channel Flow 2
Length (ft)=
Slope (ft/ft)=
uAI
Page 1
WAKE
COUNTY
100, 11C e. R(II 1N*
Project Name: H6 Rolesville High School
DRAINAGE AREA 7
STORMWATER PRE-POST CALCULATIONS
Cross Sectional Flow Area (ft3)=
Wetted Perimeter (ft)=
Channel Lining:
n-value=
Hydraulic Radius (ft)=
Average Velocity (f /sec)=
T,(hrs)=
Channel Flow 3
Length (ft)=
Slope (ft/ft)=
Cross Sectional Flow Area ot2)=
Wetted Perimeter (ft )=
Channel Lining:
n-value=
Hydraulic Radius (ft)=
Average Velocity (ft/sec)=
Tt(hrs)=
Tc (hrs)= 0.79 0.79
RESULTS PRE-DEVELOPMENT POST-DEVELOPMENT
Composite Curve Number- 62 72
Disconnected Impervious Adjustment
Disconnected impervious area (acre) _
CN.dj..ad tt-y?.r)= 72
High Density Only
Minimum Volume to be Managed for DA
HIGH DENSITY REQUIREMENT = (ft3) =
93,142
1-year, 24-hour storm (Peak Flow)
Runoff (inches) = Q*1.yaa 0.33 0.72
Volume of runoff (ft) = 86,335 232,689
Volume change (ft) =
May use volume control to mitigate for peak flow increase 146,354
Peak Discharge (cfs)= Q1_ye.q 11.694 44.763
2-year, 24-hour storm (LID)
Runoff (inches) = Q*z_y.a 0.58 1.09
Volume of runoff (ft) = 150,748 351,042
Peak Discharge (cfs)= Q2-ye. 20.419 67.531
10-year, 24-hour storm (DIA)
Runoff (inches) = Q*1o_year= 1.45 2.24
Volume of runoff (ft3) = 375,596 579,358
Peak Discharge (cfs)= Q1o-yea 50.876 138.530
Post-development peak tiow exceeds pre-development peak flow for this oAl
DA1 Page 2
WAKE
COUNTY
Project Name: H6 Rolesville High School
DRAINAGE AREA 2
STORMWATER PRE-POST CALCULATIONS
LAND USE $ SITE DATA PRE-DEVELOPMENT POST DEVELOPMENT
Drainage Area (Acres)= 15.69 3.24
Site Acreage within Drainage= 15.69 124
One-year, 24-hour rainfall (in)-- 2.86
Two-year, 24-hour rainfall (in)= 3.46
Ten-year, 24-hour storm (in)-- 5.06
Total Lake/Pond Area (Acres)= 2.85 2.85
Lake/Pond Area not in the Tc flow path (Acres)-- 0.00 0.00
Site Land Use (acres): A B C D A B C D
Pasture
Woods, Poor Condition
Woods, Fair Condition
Woods, Good Condition 4.50
Open Space, Poor Condition
Open Space, Fair condition
Open Space, Good Condition 11.19 3.24
Reforestation (in dedicated OS)
Connected Impervious
Disconnected Impervious
SITE FLOW PRE-DEVELOPMENT T, POST-DEVELOPMENT Tc
Sheet Flow
Length (ft)= 300.00 300.00
Slope (ft/ft)= 0.028 0.028
Surface Cover: Woods Woods
n-value= 0.400 0.400
T,(hrs)= 0.797 0.797
Shallow Flow
Length (ft)= 700.00
Slope (tuft)= 0.028
Surface Cover: Unpaved
Average Velocity (ft/sec)= 2.70
T, (hrs)= 0.07
Channel Flow 1
Length (ft)=
Slope (ft(ft)=
Cross Sectional Flow Area (ft )=
Wetted Perimeter (ft)=
Channel Lining:
n-value=
Hydraulic Radius (ft)=
Average Velocity (ft/sec)=
T,(hrs)=
DA2 Page 1
PF1fx0_PW___1Wq"
WAKE
COUNTY
n<. R ? ff s a0.5?' 9' 4
Project Name: H6 Rolesville High School
DRAINAGE AREA 2
STORMWATER PRE-POST CALCULATIONS
Channel Flow 2
Length (ft)=
Slope (ft/ft)=
Cross Sectional Flow Area (ft2)=
Wetted Perimeter (ft)=
Channel Lining:
n-value=
Hydraulic Radius (ft)-
Average Velocity (ft/sec)=
T,(hrs)=
Channel Flow 3
Length (ft)=
Slope (ft/ft)=
Cross Sectional Flow Area (fe)=
Wetted Perimeter (ft)--
Channel Lining:
n-value=
Hydraulic Radius (ft)=
Average Velocity (ft/sec)=
Tt (hrs)=
Tc (hrs)= 0.87 0.80
RESULTS PRE-DEVELOPMENT POST-DEVELOPMENT
Composite Curve Number- 59 61
Disconnected Impervious Adjustment
Disconnected impervious area (acre) _
CN.dj m.d (7-y_r)= 61
High Density Only
Minimum Volume to be Managed for DA
HIGH DENSITY REQUIREMENT = (ft)
_ 588
1-year, 24-hour storm (Peak Flow)
Runoff (inches) = Q`,_y- 0.26 0.31
Volume of runoff (ft) = 15,056 3,688
Volume change (ft) =
May use volume control to mitigate for peak flow increase
Peak Discharge (ds)= 1.111 0.354
2-year, 24-hour storm (LID)
Runoff (inches) = Q'2_ye„= 0.49 0.55
Volume of runoff (ft) = 27,679 6,526
Peak Discharge (ds)= 02.w. 2.043 0.627
10-year, 24-hour storm (DIA)
Runoff (inches) = Q',o.xe,= 1.29 1.41
Volume of runoff (ft) = 73,318 80,037
Peak Discharge (cfs)= Q,ayea,= 5.412 1.587
DA2 Page 2
WAKE
COUNTY
Project Name: H6 Rolesville High School
DRAINAGE AREA 3
STORMWATER PRE-POST CALCULATIONS
LAND USE & SITE DATA PRE-DEVELOPMENT POST-DEVELOPMENT
Drainage Area (Acres)= 18.19 13.33
Site Acreage within Drainage= 15.32 10.46
One-year, 24-hour rainfall (in)= 2.86
Two-year, 24-hour rainfall (in)= 3.46
Ten-year, 24-hour storm (in)= 5.06
Total Lake/Pond Area (Acres)= 0.00 0.00
Lake/Pond Area not in the Tc flow path (Acres)= 0.00 0.00
Site Land Use (acres): A B C D A B C D
Pasture
Woods, Poor Condition
Woods, Fair Condition
Woods, Good Condition 5.00 5.00
Open Space, Poor Condition
Open Space, Fair condition
Open Space, Good Condition 10.32 5.46
Reforestation (in dedicated OS)
Connected Impervious
Disconnected Impervious
SITE FLOW PRE-DEVELOPMENT T, POST-DEVELOPMENT Tc
Sheet Flow
Length (ft)-- 300.00 300.00
Slope (ft/ft)= 0.015 0.015
Surface Cover: Woods Woods
n-value= 0.400 0.400
Tt (hrs)= 1.023 1.023
Shallow Flow
Length (ft)= 1100.00 1100.00
Slope (ft/ft)= 0.035 0.035
Surface Cover: Unpaved Unpaved
Average Velocity (ft/sec)= 3.02 3.02
Tt(hrs)= 0.10 0.10
Channel Flow 1
Length (ft)=
Slope (ft/ft)=
Cross Sectional Flow Area (ftz)=
Wetted Perimeter (ft)=
Channel Lining:
n-value=
Hydraulic Radius (ft)=
Average Velocity (ft/sec)=
T, (hrs)=
DA3 Pagel
L
WAKE
COUNTY
K0.9ai dY C"{ffl9f Iti{
Project Name: H6 Rolesville High School
DRAINAGE AREA 3
STORMWATER PRE-POST CALCULATIONS
Channel Flow 2
Length (ft)=
Slope (fttft)=
Cross Sectional Flow Area (fe)=
Wetted Perimeter (ft)=
Channel Lining:
n-value=
Hydraulic Radius (ft)=
Average Velocity (ft/sec)=
T,(hrs)=
Channel Flow 3
Length (ft)=
Slope (ft/ft)=
Cross Sectional Flow Area (ft2)=
Wetted Perimeter (ft )=
Channel Lining:
n-value=
Hydraulic Radius (ft)=
Average Velocity (ft/sec)=
T,(hrs)=
Tc (hm)= 1.12 1.12
RESULTS PRE-DEVELOPMENT POST-DEVELOPMENT
Composite Curve Number- 59 58
Disconnected Impervious Adjustment
Disconnected impervious area (acre) _
CN,eil.,w (9,y_r)= s6
High Density Only
Minimum Volume to be Managed for DA
HIGH DENSITY REQUIREMENT = (ft3) _ 1 898
1 -year, 24-hour storm (Peak Flow)
Runoff (inches) = Q',_yaar 0.26 0.23
Volume of runoff (ft) = 14,337 8,873
Volume change (ft) =
May use volume control to mitigate for peak flow increase
Peak Discharge (cfs)= Q,_raa 1.100 0.731
2-year, 24-hour storm (LID)
Runoff (inches) = Q'2_yaa,= 0.48 0.44
Volume of runoff (ft) = 26,510 16,790
Peak Discharge (cfs)= Q2_,a 2.035 1.383
10-year, 24-hour storm (DIA)
Runoff (inches) = 0*1..,a,= 1.27 1.21
Volume of runoff (ft) = 70,690 67,318
Peak Discharge WS)= Q,.-,.r 5.425 3.786
DA3 Page 2
WAKE
COUNTY
111.7 -n4l-1.
Project Name: H6 Rolesville High School
DRAINAGE AREA 4
STORMWATER PRE-POST CALCULATIONS
LAND USE & SITE DATA PRE-DEVELOPMENT POST-DEVELOPMENT
Drainage Area (Acres)-- 36.75 36.75
Site Acreage within Drainage= 36.75 36.75
One-year, 24-hour rainfall (in)= 2.86
Two-year, 24-hour rainfall (in)= 3.46
Ten-year, 24-hour storm (in)= 5.06
Total Lake/Pond Area (Acres)= 0.00 0.00
Lake/Pond Area not in the Tc flow path (Acres)= 0.00 0.00
Site Land Use (acres): A B C D A 8 C D
Pasture
Woods, Poor Condition
Woods, Fair Condition
Woods, Good Condition 28.75 28.75
Open Space, Poor Condition
Open Space, Fair condition
Open Space, Good Condition 8.00 8.00
Reforestation (in dedicated OS)
Connected Impervious
Disconnected Impervious
SITE FLOW PRE-DEVELOPMENT T. POST-DEVELOPMENT Tc
Sheet Flow
Length (ft)= 300.00 300.00
Slope (ft/ft)= 0.015 0.015
Surface Cover: Woods Woods
n-value= 0.400 0.400
T,(hrs)= 1.023 1.023
Shallow Flow
Length (ft)= 1100.00 1100.00
Slope (ft/ft)= 0.035 0.035
Surface Cover: Unpaved Unpaved
Average Velocity (ft/sec)= 3.02 3.02
T, (hrs)= 0.10 0.10
Channel Flow 1
Length (ft)=
Slope (ft/ft)=
Cross Sectional Flow Area (ft)=
Wetted Perimeter (ft)=
Channel Lining:
n-value=
Hydraulic Radius (ft)=
Average Velocity (ft/sec)=
T,(hrs)=
DA4 Page 1
MO-W
W
COUNTY
Project Name: H6 Rolesville High School
DRAINAGE AREA 4
STORMWATER PRE-POST CALCULATIONS
Channel Flow 2
Length (ft)=
Slope (ft/ft)=
Cross Sectional Flow Area (ft )=
Wetted Perimeter (ft)=
Channel Lining:
n-value=
Hydraulic Radius (ft)=
Average Velocity (ftfsec)=
T1(hrs)=
Channel Flow 3
Length (ft)=
Slope (fttft)=
Cross Sectional Flow Area (ft2)=
Wetted Perimeter (ft )=
Channel Lining:
n-value=
Hydraulic Radius (ft)=
Average Velocity (fttsec)=
T.(hrs)=
Tc (hrs)= 1.12 1.12
RESULTS PRE-DEVELOPMENT POST-DEVELOPMENT
Composite Curve Number- 56 56
Disconnected Impervious Adjustment
Disconnected impervious area (acre) _
CN„q.w 11-y-)M 56
High Density Only
Minimum Volume to be Managed for DA
HIGH DENSITY REQUIREMENT = (ft) _ 6,670
1-year, 24-hour storm (Peak Flow)
Runoff (inches) = Q-1.yee,= 0.19 0.19
Volume of runoff (ft) = 25,181 25,181
Volume change (ft) _
May use volume control to mitigate for peak flow increase
Peak Discharge (cfs)= 01y,,,,= 1.628 1.628
2-year, 24-hour storm (LID)
Runoff (inches) = 0'2y,„ 0.38 0.38
Volume of runoff (ft) = 50,250 50,250
Peak Discharge (cfs)= 02_yea,= 3.248 3.248
10-year, 24-hour storm (DIA)
Runoff (inches) = 0'10-y_= 1.09 1.09
Volume of runoff (ft) = 145,724 145,724
Peak Discharge (cfs)= Q1o.ye, 9.419 9.419
DA4 Page 2
Project Name: H6 Rolesville High School
WAKE DA SITE SUMMARY
COUNTY STORMWATER PRE-POST CALCULATIONS
SITE SUMMARY
DRAINAGE AREA SUMMARIES
DRAINAGE AREA DA1 DA2 DA3 DA4 DA5 DA6 DA7 DAB DA9 DA10
Pre-Development (1 year, 24-hour storm)
Runoff (in) = QP,.,1H.. = 0.33 0.26 0.26 0.19
Peak Flow (cfs)=Q,.,.== 11.694 1.111 1.100 1.628
Po94)evelopmwrt (1 year, 24-hour storm)
Proposed Impervious Surface (acre) = 23.59 0.00 0.00 0.00
Runoff (in)=Q1.. = 0.72 0.31 0.23 0.19
Peak Flow (ds)=Q,,= 44.763 0.354 0.731 1.628
Increase in volume per DA (ft') 1-yr storm
May use wlume control to mkigEft f« k flow increase = 146,354 0
Minimum Volume to be Managed for DA
HIGH DENSITY REQUIREMENT = ft3 = NA NA NA NA NA NA NA NA NA NA
TARGET CURVE NUMBER (TCN)
Site Data
SITE %SOIL COMPOSITION
HYDROLOGIC SOIL GROUP Site Area % Target CN
A 0.00 0% 48
6 128.01 92% 66
C. 7.00 5% 78
D 4.00 3% 83
Total Site Area (acres) = 139.01
Percent SUA (Includes Existing Lakes/Pond Areas) = 17%
Project Density = LOW
Target Curve Number (TCN) = 67
Q,,? (in) = 0.52
Pre-Development CN = 53
CN.y,.w 11.r.n1= 67
Minimum Volume to be Managed (Total Site) Per TCN Requirement= ft3 _
Site Nitrogen Loading Data

HSG TN export
coefficient
IhWa r site
Acreage N
Export
Pasture 1.2 0.00 D.00
Woods, Poor Condition 1.6 0.00 0.00
Woods, Fair Condition 1.2 0.00 0.00
Woods, Good Condition 0.8 49.75 39.80
Open Space, Poor Condition 1.0 0.00 0.00
Open Space, Fair Condition 0.8 0.00 0.00
Open Space, Good Condition 0.6 65.67 39.40
Reforestation (in dedicated OS) 0.6 0.00 0.00
Impervious 21.2 23.59 500.11
SITE NITROGEN LOADING RATE (Ibs/ac/yr)= 4.17
TOTAL SITE NITROGEN TO MITIGATE (Ibs/yr)= 21.63
Site Nitrogen Loading Data For Expansions Only
Existing New
Im ervious acres = NA NA
"Expansion Area" acres=
Nitrogen Load Ibs/ = NA NA
SITE NITROGEN LOADING RATE Ibs/ac/ = NA NA
Total Site loading rate (lbs/actyr)
TOTAL SITE NITROGEN TO MITIGATE Ib r = N,A
SITE SUMMARY Page 1
WAKE
COUNTY
„ 1;4 _..1111:-
Project Name: H6 Rolesville High School
DRAINAGE AREA 1
BMP CALCULATIONS
DRAINAGE AREA 1 - BMP DEVICES AND ADJUSTMENTS
DA1 Site Acreage = 88.56
DA1 Off-Site Acreage = 28.61
Total Required Storage Volume for DA
-yr. 24-hour Storm (0 11 1 146,354
=
Total Required Storage Volume for DA
1- Rainfall for High Density (ft3) 1
=
ENTER ACREAGE FOR ALL SUB-DRAINAGE AREAS IN DA

HSG Sub-DA7(a)
(Ac) Sub-DAII(b)
(Ac) Sub-DA1(c)
(Ac) Sub-DA1(d)
(Ac) Sub-DA7(e)
(Ac)
Site Off-site Site Off-site Site Off-site Site Off-site Site Off-site
Pasture 0.00 0.00 0.00 0.00
Woods, Poor Condition 0.00 0.00 0.00 0.00
Woods, Fair Condition, Lawns, Landscaped Areas 0.00 0.00 0.00 0.00
Noods, Good Condition 15.00 0.00 1.00 0.00
Open Space, Poor Condition 0.00 0.00 0.00 0.00
Open Space, Fair Condition 0.00 27.83 0.00 0.78
Jpen Space, Good Condition 22.26 0.00 26.71 0.00
Reforestation (in dedicated OS) 0.00 0.00 0.00 0.00
Impervious 0.00 0.00 23.59 0.00
Sub-DA1(a) Bill

I
Device Name (As Shown on Plan)

evice Type
Volume available for treatment

for Sub-DA (ft') Provided
Volume that will

drawdown 2-5 days
(Detention Devices Only)
(ft')
Nitrogen

Removal
Efficiency
Sub-DA

Nitrogen
(Ibs)
Nitrogen

Removed
(Ibs)
Drawdown

Time
(hours)
0% 47.62 0.00
0% 47.62 0.00
0 0 0% 47.62 0.00
0% 47.62 0.00
0% 47.62 0.00
Total Nitrogen remaining leaving the subbasin (Ibs): 47.62
3ub-DA1(b) BMP(s)
If Sub-DA1(b) is connected to upstream subbasin(s), enter the nitrogen leaving
the most upstream subbasin(lbs):
If Sub-DA1(b) is connected to upstream subbasin(s), enter the volume leaving
the upstream subbasin not previously treated (ft'):

Device Name (As Shown on Plan)

Device Type
Volume available for treatment
for Sub-DA (ft') Provided
Volume that will
drawdown 2-5 days
(ft')
Nitrogen
Removal
Efficiency
Sub-DA
Nitrogen
(Ibs)
Nitrogen
Removed
(Ibs)
Drawdown
Time
(hours)
go-Retention Bioretention without IWS 35% 517.56 95.88 120
Level Spreader with Filter Strip Filter Strip 30% 421.68 126.50 48
146,354 77,466 0% 295.17 0.00
0% 295.17 0.00
0% 295.17 0.00
Total Nitrogen remaining leaving the subbasin (Ibs): 295.17
ub-DA1 (c) BMP(s)
ff Sub-DA1(c) is connected to upstream subbasin(s), enter the nitrogen leaving
the most upstream subbasin(lbs):
If Sub-DA1(c) is connected to upstream subbasin(s), enter the volume leaving
the upstream subbasin(lbs):
I

Device Name (As Shawn on Plan)

Device Type
Volume available for treatment
for Sub-DA (ft') Provided
Volume that will
drawdown 2-5 days
(ft')
Nitrogen
Removal
Efficiency
Sub-DA
Nitrogen
(Ibs)
Nitrogen
Removed
(Ibs)
Drawdown
Time
(hours)
0% 0.00 0.00
0% 0.00 0.00
0% 0.00 0.00
0% 0.00 0.00
age
CF-W
O
WAKE
COUNTY
Project Name: H6 Rolesville High School
DRAINAGE AREA 1
BMP CALCULATIONS
0 / 0.00 0.00
Total Nitrogen remaining leaving the subbasin (Ibs):
Sub-DA7(d) BMP(s)
if Sub-DA1(d) is connected to upstream subbasin(s), enter the nitrogen leaving
the most upstream subbasin(lbs)
:
If Sub-DA1(d) is connected to upstream subbasin(s), enter the volume leaving
the upstream subbasin not previously treated (ft'):
I

Device Name (As Shown on Plan)

Device Type
Volume available for treatment
for Sub-DA (ft') Provided
Volume that will
drawdown 2-5 days
(fts)
Nitrogen
Removal
Efficiency
Sub-DA
Nitrogen
(Ibs)
Nitrogen
Removed
(Ibs)
Drawdown
Time
(hours)
0% 0.00 0.00
0% 0.00 0.00
0% 0.00 0.00
0% 0.00 0.00
0% 0.00 0.00
Total Nitrogen remaining leaving the subbasin (Ibs):
Sub-DAII(e) BMP(s)
If Sub-DAt(a) is connected to upstream subbasin(s), enter the nitrogen leaving
the most upstream subbasin(lbs):
If Sub-DA1(e) is connected to upstream subbasin(s), enter the volume leaving
the upstream subbasin(lbs):

Device Name (As Shown on Plan)

Device Type
Volume available for treatment
for Sub-DA (ft) Provided
Volume that will
drawdown 2-5 days
(ft')
Nitrogen
Removal
Efficiency
Sub-DA
Nitrogen
(Ibs)
Nitrogen
Removed
(Ibs)
Drawdown
Time
(hours)
0% 0.00 0.00
0% 0.00 0.00
0% 0.00 0.00
0% 0.00 0.00
0% 0.00 0.00
Total Nitrogen remaining leaving the subbasin (Ibs):
DA1 BMP SUMMARY
Total Volume Treated (ft')= 77,466
Nitrogen Mitigated(lbs)= 222.38
-year, 24-hour storm
Post BMP Volume of Runoff (ft')I,.r,,,l= 155,223
Post BMP Runoff (inches) = Q'i,y,,,rl= 0.48
Post BMP CNI,.,,,,rl= 66
Post BMP Peak Discharge (cfs)= Q,.,,,,r= 4.914
^.-year, 24-hour storm (LID)
Post BMP Volume of Runoff (ft3)i2y,,rt= 273,576
Post BMP Runoff (inches) = 0'12_,rl= 0.85
Post BMP CN12,1= 67
Post BMP Peak Discharge (cfs)= QI2_y rl= 19.030
i0-year, 24-hour storm (DIA)
Post BMP Volume of Runoff (ft')I,o.y„rl= 501,892
Post BMP Runoff (inches) = Q*(ioym,)= 1.56
Post BMP CN(,o_,,,,r)= 79
Post BMP Peak Discharge (cfs)= Q(, ,)= 63.110
DA1_BMPs Page 2
Project Name: H6 Rolesville High School
WAKE DA SITE SUMMARY
COUNTY BMP CALCULATIONS
100 I If E` K(JI Ir4
BMP SUMMARY
DRAINAGE AREA SUMMARIES
DRAINAGE AREA: DA7 DA2 DA3 DA4 DA5 DA6 DA7 DA8 DA9 DA10
Pre-Development (1-year, 24-hour storm)
Runoff (in)=Q'1-year= 0.33 0.26 0.26 0.19
Peak Flow (cfs)=Q1_year= 11.694 1.111 1.100 1.628
Post-Development (1-year, 24-hour storm)
Target Curve Number (TCN) = 67
Post BMP Runoff (inches) = 0'(1_yearl= 0.48 0.31 0.23 0.19
Post BMP Peak Discharge (cfs)= Q1.y, 4.914 0.354 0.731 1.687
Post BMP CN(1_yB9f) = 63
Post-BMP Nitrogen Loading
TOTAL SITE NITROGEN MITIGATED (lbs)= 222.38
SITE NITROGEN LOADING RATE (lbstactyr)= 2.57
TOTAL SITE NITROGEN LEFT TO MITIGATE (lbs)= SITE NITROGEN HAS BEEN MITIGATED
BMP SUMMARY Page 1
t
i
i