HomeMy WebLinkAboutDrainage Study (Sept.26,2001)DRAINAGE STUDY
REPORT
Tract 29929 & 29929-1: Harveston
City of Temecula, California
September 26, 2001
Prepared for:
Lennar
24800 Chrisanta Drive
Mission Viejo, California
Prepared by:
RBF CONSULTING
27555 Ynez Road, Suite 400
~ ~ ~ Temecula, Califomia 92591-4679
CONSULTING 909.676.8042telephone
909.676.72400 fax
Contact Person:
Ejaz Mohammad, RCE 58580
RBF JN 15-100354.001
"1
RECEIVED
OCT 0 1 2001
CITY OF TEMECULA
FN(~INFFRIN(; IIFPARTMFNT
r
\
i~
~
TABLE OF CONTENTS
~
' STUDY SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
1.1 Background ....................................................1
1.2 Drainage Pattern . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
' 1.3 Hydrology ......................................................2
1.4 Hydraulics .. ..3
TABLE OF APPENDICES
Appendix A .................... ....................................... Figures
Appendix B .................... ...................................... Exhibits
Appendix C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Hydrologic Calculations
Appendix D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Hydraulic Calculations
Appendix E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Stormdrain Improvement Plans
TABLE OF FIGURES
Figure 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Site Vicinity
Figure 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Hydrologic Soils Group Map
TABLE OF EXHIBITS
Exhibit A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Historical Condition Drainage Pattern
Exhibit B . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Proposed Condition Hydrology Map
H:Iptlata175f 003541CALCWytlmlogy1354Hyd00twpd
y
'' TRACT 29929 & 29929-i STORMDRAIN DESIGN REPORT
HARVESTON SPECIFIC SITE PLAN i
1
'
~ STUDY SUMMARY
~
~
'
~
'
'
~
'
1
'
'
'
,
,
'
1.1 Background
The proposed tracts (Tract 29929, and 29929-1) are located in the County of Riverside within the
corporate boundary of the City of Temecula, and is proposed for single family residential homes.
The tract is part of master community development plan project known as Harveston (Tract 29639,
City of Temecula.) The master community development site consists of about 520 acres of
commercial, business park and residential uses. The site is currently undeveloped and is bounded
by Interstate 15 to the west, the Winchester Highlands Business Park and Santa Gertrudis Creek
to the South, Warm Springs Creek and the Warm Springs Specific Plan area to the north and east.
Figure 1 indicates the site vicinity and its relationship to the surrounding area.
Overali land gradients are moderate, averaging from about 1 to 5 percent in stream courses.
Ground cover is indigenous grass with fair coverage, and erosion does not appear to be a problem
in the streams or on the adjacent hilisides. Over 70 percent of the site is tributary to Santa
Gertrudis Creek, either directly via Assessment District 161 (A.D. 161) improvements or by local
storm drain systems. The remaining portion of the site is tributary to Warm Springs Creek. Runoff
from a majority of the site passes beneath Interstate 15 to local facilities in the Northstar Business
Park and the Signal Landmark Business Park which ultimately discharge to either Santa Gertrudis
Creek or Warm Springs Creek. Smaller portions of the site are directly tributary to Santa Gertrudis
Creek and Warm Springs Creek.
Purpose of this report is to summarize the hydrologic and hydraulic study results for tract 29929
and 29929-1, and repoR the designed pipe and inlet sizes.
1.2 Drainage Pattern
Tracts 29929 and 29929-1, historically, have sheet flowed towards the main drainage course
draining to the 84" CIPP pipe at the north end of Ynez Road. Exhibit A shows the drainage pattern
for the historical condition.
The drainage pattern forthe proposed condition has not changed from the historical condition. The
drainage flow from Tract 29929-1 is picked up by catchbasin inlets and is carried by stormdrain
pipe to deliver to the infrastructure stormdrain pipe on Harveston Drive. The stormdrain pipe
through tract 29929-1 aiso carries flow from stormdrain system at Landings Road, which picks up
drainage from south side of Ysabel Barnett Elementary School and lots 8& 9 of tract 29639.
The drainage flow from tract 29929 sheet flows to an inlet in Street AA near Harveston Drive. The
flow is captured and carried through drainage pipe coming from tract 29929-1.
Exhibit B shows the proposed condition drainage basin boundary, drainage pattem, and peakflows
in each sub-basin.
3
, TRACT 29929 & 29929-1 STORMDRAIN DESIGN REPORT
HARVESTON SPECIFIC SITE PLAN 1 '''
' STUDY SUMMARY
' 7.3 Hydrology
' ~ The totai drainage area in this study is less than 300 acres, therefore Rational Method was used
in estimating the peak flow per Riverside County Flood Control Hydrology Manual.
' Discharges have been computed for 10-year and 100-year hypothetical storm return frequencies.
Rainfall used in the studies was taken from the Riverside County Hydrology Manual for the
"Murrieta -Temecula and Rancho California" areas. The hydrologic soils group was based on Plate
' C-1.52 of RCFC & WCD Hydrology Manual. Figure 3 shows the hydrologic soils group over the
master community project site. Basic assumptions and criteria for use in runoff computations are:
Soil Group B;
Initial area is generally less than about 10 acres and flow path lengths less than 1,000 feet.
Appendix C includes a summary report of hydrology calculations performed for the basins in this
study. Exhibit B shows the basins along with 100-year peak flows for the proposed condition.
Table A shows the 10- and 100-year peak flows with time of concentration for each sub-basin
coming from upstream of stormdrain system in Tract 29929-1. Table B shows the 10- and 100-
year peak flows in each sub-basin of Tract 29929 & 29929-1.
Table A: Drainage System Starting at the West End of Township Road
Peak Fiow Summary for the Proposed Condition
Drainage Time of a+ peak ~cfs)
Sub-basin Name Area (ac.) Concentration
(min.)
10-Year
100-Year
161 1.9 8.4 4.2 6.3
162 0.8 7.8 1.9 2.8
163 2.3 8.9 5.0 7.3
164 0.7 10.8 1.4 1.2
166 0.8 11.6 1.5 2.3
167 5.7 9.7 12.1 17.8
~
' TRACT 29929 & 29929-1 STORMDRAIN DESIGN REPORT ~F
HARVESTON SPECIFIC SITE PLAN 2 '• ••
'
'~I ~ Table B: Drainage System in Tract 29929 & 29929-1
Peak Flow Summary for the Proposed Condition
STUDY SUMMARY
Drainage Time of Qpeak ~cfs)
Sub-basin Name Area (ac.) Concentration
(min.)
10-Year
100-Year
151 8.9 12.5 14.1 21.6
152 4.2 11.3 7.5 11.3
153 2.1 14.0 3.3 5.0
154 2.7 11.2 4.8 7.2
156 1.2 12.5 2.0 3.0
158 0.5 11.2 1.0 1.4
~j ,2J~'~Ob`-~
1.4 Hydraulics
Pipe hydraulic calculations for the 100-year frequency peak flow were performed. The calculation
!' results summary is included in Appendix D. The hydraulic grade lines in each pipe are drawn in
, the storrridrain improvement plans.
Inlet sizes were calculated for the 100-year flows. Table C in Appendix D shows the inlet size for
each catchbasin inlet.
The street flow capacities at top of curb line and at right of way line were checked for 10- and 100-
years peak flow. Appendix D includes summary for street capacity checking.
I '
' TRACT 29929 & 29929-1 STORMDRAIN DESIGN REPORT ~
HARVESTON SPECIFIC SITE PLAN 3 •
!
~
'
'
~'
i
~1
1
~'I ,
,
'
,
,
'
,
, °o
tV
O
S
O
, \{J
3
O
, ~
,
~
' 3
U
~O
<
, Qo
7
'
PLAN
~ ~,;3 ~.
,. ,~ ~t~ .. . ~re x ~ ~y T~S" r ~£y'~ ~ p.~r o
r"a s x `t ~,f , r~ ,'lcx ~~ f..
L! c r ~ r ~; f ~.
~~ ~~i~ -
.s i"' i x ~,.'' 4 t ~ ."~,`4
s y F ~ ,'
~ ~ r ' `~itn ~:~'~' ~ ;
r ~ f~ ~
i r'. ~~ u,:~,~ ~ ~
3~_ x t ~~.,„~t~ 4y a" ~ y'~ 1~ ~'
+ ~ fi " ~ : ~5x ~ ~ 43uK° x M
kr ~j4 r 3 ~+ i aFiF~~~~ t~. ~ tr~".
y F
'~r '' `~ r~ ~- .
~~i ~~J ^4, t . { ~ ~ ~$ t i ~,' ,~.
~,~ {~~ ~ ~ ~' ~ : ~,~k'- ~p - ~ I ~n ~~. ~.
fa
+~,~ x ~
g} 2 yk~
gg}} 4 ~ r
f aAFf" ~ b
~~~rr~ ^a ~" c yN' t s. R; ~ xat.r
xi'Y {~',,' a. ~ ,'~ ~ .~ +~~Y1{~s~: n
~ ~xm~?~~. ~.,, i» ~ '""`,.~`A~~~^~~
FIGURE 1 - . -
=,
" ~r' VICINITY MAP ~ ~
-- __ __- -
~TR 29929, 29929-1~ HARVESTON
~II: .VY i
PLANNINp ^ DEBIpN ^ CONBTRl1CT10N
~ ~ ~ Z~555 Y~~Z ROPD. ~ 40~
7Eh~CULq CALFOH~AA 92591-4679
C O N 5 LJ LTI N G 808.878.8042 • FAX 909.B7fi.M40 • wwxABF.eom
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
_
i
~
0
D
~
D
cn
0
0
w
~
~
~
D
O
O
/
_
~
~
A
~
W
. ~
U~
~l
~
N
~
~
~
0
~
0
~
0
~
~
v
0
~
_ ,~~'~ ~~`.
s.'
x ~ ~f `
2~td _.~ ~~} x
. ,.,
~ : '~~*~
~ -.
= i4
• py 4
iw~ P~~i ~'~'#F;:rt~ ~ -
~ y ~~ .
y,
r
~
' z~ '~ .
c, ' ~
.* ~ « -y,
~~~. 14' ~aR 's^,.+~
~ ~- ,.
.r ~' ~` ~r ~; ~'' ,r~'~
~~ i~~,
~ ' a~r '€
~--~ ~ ~ £ ~t ; e~ ~`~ ~
"°,.. ~` ~? `~~ :
, . .
r~ "~' ~
~ c
~~PO yY'`' ' ~
` : ,~,;,"
~ ~,
t ~ ~~'~,~
;~ f; ,
>, ,_ c'
~jp
1
C
2000
PLANNINO ^ DESIpN ^ CONBTRLICTION
~ ~ ~ 27555 YNQ ROAD, SUITE 400
iEAgCULA. CALIFOFMA 92591-4679
C O N 5 LJ LT I N G eos.s~s.soa2 • FAX 909.6767240 • wwwABF.can
;~ ~
»~. ,~
. ;.
`~'r r ~
x;'~
~~',; ;~
~
v,;e
-,..:,~. , .
~
a
m
FIGURE 2
HYDROLOGIC SOILS GROUP MAP
HARVESTON MASTER P~AN
SOURCE: PLATE C-1.52 RCFC & WCD HYDROLOGY MANUAL
e ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~
H:\POAiA\15100354\CApD\HYDRp\}54E%-A.DWG w/m/m z:a~ am
~
c
0
G~
~
D
~
_
~ ~
O
i ~ O
I C~
D
r
ri
N
O
O
W
O
O
9 , ,~\. ......-.....y
'. .1 _ _
i+:'
~ ~`e (
1 ~, o:
n
- - N- ^ - -~-~-~--
~ ^ ~p .,~
~
Z• ivDO
~ ~~~
>~D(~X
~ ?~N~D=
m =
mp o mr W
N ^
~ ~ ~ ~ ~ ~ 0 ~
Z
g~~ ° N D O
~~~ ~co~zD
$~Q ° ~~v
' ~ $ m ITI
~N° p N
~~~ ~~~~
3~~ i ~y~O
~ ~
~
i
~ ~y
n A m
c
~ ~ m
m
-+OD ~' ~ \
o I ~ 9. ~
; o0
,9 N u
DPW N
II N~
A ~~ m
D ~
n ~~
- SJO
mll
D Oo
I111o
~o m
~ N~
D nu
n ~~
~~
~
}~~T`~ti..`a ~i~~ttVrl~///r/rlj~ df{ i ~.`~r m.00
p r ~
~~~! ~ ~ ~ i~l~ ~~j'.t~- ~., ---'yr aooo
tki~ii ~ ~~~ t~~~j~, ~~r ``~~..d~ is~ n
~.i~~{i +~ ~ ~ ~ ~, a.>
I{ jj'~ t F k i~ ~ N~~
;,i ~l , ~ { . Y~ ~~. ~~m
~I ~t ~., ~r~'~, ~~ .~,~~~~ ~~~~ ~ °~~
~ _ ~~ } ~. ~
~ , ~~ r/ ,
,~~f(+ ~~ ~ ~ {~~, ~ '~L,~, rl\,~` ' ~
.~} II\~ ~ ~ ` ~141y l~~TS~Y"4 4~i 1i,'l~~
iq~)~/~ ~~ ~ I~ ~U fi ~~~ ~ ~.
( / ~~ ~x t k i~~ ~}~~~ 1!
`A1 ( l ~ p ~ ! q
~ 3 Li~ ~ i F~i r} ~~^ ~~` xfk ~ 1~t` \
4°~ ,,~~ .~. -~~ ~
~; t !` / r :~l t.~, ~ x~, t~
~!! 7 ~ i~~`j t~~~~~ ti~;`t
t ~~
=~ ~ ,~~ ~ e ft~4~.
~ i . ~~} DOO Si''~ ~ ~.
'.L `~ .~ m I I e 4 d'~.
~~
~ ~ c"~ ~ ~~ " DOO ~ '~~ _. .~i~
'`ir ~ ~N" -r~t b~:' ; f; ,
~ti~
_~';,~~ 4 ~ ~.~ ~. ~~ ~~n - ._"=~ ,_
\~ ` ~, ~~ ~~ ~ti-
'~~i~._ :i. ~~ Il , '"~'~ ~ .- tt.~
~x
~~
;
N
T
'9
c
y y
; ;
_
~ ~ I ~
A
9
~ ~ ~ a
~
0
° m
I ~
~o ~~ m
o~ o0
C D ~ Z y
Z ~ Z ~l L
~ Z -1 fTl
D D
Z v
;O G~ Z ~
< fTl O Tl
O D
CO f'l -I
D ~'
(n O
Z
Z
~
a``,~ ~~
"~v"~:~-~~
"Ri..~`ti .\v ~--~. i
> ~
._.
_ .~
<_..
~` C
~ >oo ~
-_n_u.o_ ~
, DA~ O
~
~NN
< ~
o ~ ~~
'~ ~l Z
~ D TI
~ ~~
_ Z D
D (n
~ ~
~~
C
D C~
~ ~
fTl C
D ~J
fTl
~
4
~
D
~
~
rT~
N
~
~
-D-
Z
~
O
z
0
D
~
~
1
1
'
'
'
,
~
'
'
'
'
354100PR.RES
>.>.,....,,,,>,>...,..>.>....,.......>..,....,.>.>,,,..> ....................
RATIONAL METHOD HYDROLOGY COMPOTER PROGRAM BASED ON
RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT
(RCFC6WCD) 19~8 HYDROLOGY MANUAL
(c) Copyiight 19B2-2000 Advanced Engineesing Software (aes)
Vex. 1.SA Release Date: O1/O1/2000 License ID 1264
Analysis prepaxed by:
RBF & Associates
19725 Alton Parkway
Irvine, CA 92618
FILE NAME: 359100PR.DAT
TIME/DATE OF STUDY: 11:95 09/20/2001
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFOAMATION:
"_'____'__"__'__"___"__""___'_____"'__"__'_'__'_'____"_'_""'_"__
USER SPECIFIEO STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00
SPECIFIED PERCENT OF GAADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.55
10-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 2.360
10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 0.880
100-YEAR STORM 10-MZNOTE INTENSITY(INCA/HOUR) = 3.980
100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.300
SLOPE OF 10-YEAR INTENSITY-DURATION CUAVE = 0.5505732
SLOPE OF 10~-YEAR INTENSITY-DURATZON CURVE = 0.5995536
COMPUTED RAINFALL INTENSITY DATA:
STORM EVENT = 100.00 1-HOUR INTENSITY(INCH/HOUR) = 1.300
SLOPE OF INTENSITY DURATION CURVE = 0.5996
RCFCSWCD HYDROLOGY MANUAL~"C"-VALUES USED FOR RATIONAL METHOD
NOTE: COMPUTE CONFLUENCE VALUES ACCORDING TO RCFCSWCD HYDROLOGY MANUAL
AND IGNORE OTHER CONFLUENCE COMBINATIONS FOR DOWNSTREAM ANALYSES
'USER-DEFINED STREET-SECTIONS FOR COOPLED PIPEFLOW AND STREETFLOW MO~EL*
HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETAIES: MANNING
WIDTH CROSSFALL IN- / OOT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
1 30 0 20 0 0.018/0.018/0.020 0 67 2.00 0 0313 0.167 0.0150
GLOBAL STREET FLOW-~EPTH CONSTRAINTS:
1. Aelative Flow-Depth = 0.00 FEET
' as (Maximum Allowable Street Flow Depth) -(TOp-of-CUCb)
2. (Depth)*(Velocity) Constiaint = 6.0 (FT*FT/S)
`SIZE PIPE WZTH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIpE.*
, +s+>++...+s.x~..x+..x+x.r«.++.+..x::.r,.+:..+.xxx..:.x..:+~.~.>..:~:.~.+..+..x.•x
__FLOW PROCESS FROM NODE 167.50 TO NODE 167.00 IS CODE = 21
_"'_______'_'___'____"'_____'__"'__'_"_'_'___'__'______' __
»»>RATSONAL METHOD INITIAL SUBAREA ANALYSIS«<G< ,
' -____-__'______ -
__'_________-_'______=====az==="=__'____-__'_______'_""'__
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COtM1ERCIAL
TC = K*[(LENGTH*•3)/(ELEVATION CHANGE)]~'.2
INITIAL SUHAREA FLOW-LENGTA = 550.00
' UPSTREAM ELEVATION = 1120.00
DOWNSTREAM ELEVATION = 1115.00
ELEVATION DIFFERENCE = 5.00
TC = 0.303*[( 550.00'*3)/( 5.00)]**.2 = 9.683
100 YEAR AAINFALL INTENSITY(INCH/HOUR) = 3.592
1 USER-SPECIFIED RUNOFF COEFFICIENT = .8795
SOIL CLASSIFICATION 25 "B"
SUBAREA RUNOFF(CFS) = 17.76 ~
TOTAL AREA(ACRES) _. 5.70 ~ TOTAL RUNOFF(CFS) = 17.76
' T!#i:Fk*flf~.lYht#Yi4}1:#Y*lfit*k41*hi**:!*T+f**1{i14T4*}1:TA#*>*fT*t**#1*41*1:~.lM#f1
__FLOW PROCESS FROM NODE 167.00 TO NODE 165.00 IS CODE = 31
_""___'____"___________"'__'_"___"'_____'___'_'___"""_"'_'_"_
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUHAREA««<
' >»»OSING COMP[1TER-ESTIMATED PIpESIZE (NON-PAESSORE FLOW) ««<
______' ___'_______'_______'____'___'_'____
_________'________'____'______
Page 1 of 15
'
'
~'
'
'
'
'
'
1
~
'
'
'
~
'
354100PR.RES
ELEVATION DATA: UPSTREAM(FEET) = 1115.00 DOWNSTREAM(FEET) = 1111.00
FLOW LENGTH~FEET) = 378.00 MANNIN~'S N= 0.019
DEPTH OF FLOW IN 27~.0 INCH PIPE IS- 18.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.14
ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBEA OF PIPES = 1
PIPE-FLOW(CFS) = 17.76
PIPE TRAVEL TIME(MIN.) = 1.03 TC(MIN.) = 10.71
LONGEST FLOWPATH FROM NODE 167.50 TO NODE Ifi5.00 = 928.00 FEET.
:+:~.:.x.:x~:>x:x.<:xxxx~.:::.>a+>+r>x+xx+xx:~~+:x:~~.x+.r.+.+.r..a+:>x+~..++
FLOW PROCESS FROM NODE 165.00 TO NODE 165.00 IS CODE = 1
'__'__'________"""'___'_" '__"'__'__'_'_'_____________'____'____
__»>»DESIGNATE INDEPENDENT STREAM_FOA_CONFLUENCE<G«< _____
__'-_-__"_'______________________'__~~_'_-___--__-_-_-'______--______-'____
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 10.71
RAINFALL INTENSITY(INCH/HR) = 3.35
TOTAL STREAM AREA(ACRES) = 5.70
PEAK FLOW RATE(CFS) AT CONFLOENCE = 17 J 6
rxwr.axxwxxxaxwx».xr.>:~~~~xx~xxi+x»arx~>~:~xx+~:axwt+t~+>ssx+x+~+xrxxx~x:+
FLOW PROCESS FROM NODE 166.50 TO NODE 166.00 IS CODE = 21
»»>AATIONAL METHOD INITIAL SUBAREA ANALYSISG<G«
_'_==="'ASSUMED INITIAL SUBAREA UNIFORM _________________"'_'__________'__
DEVELOPMENT SS COtM]ERCIAL
TC = R*[(LENGTH'*3)/(ELEVATION CHANGE)]**.2
INITIAL SUBAREA FLOW-LENGTH = 700.00
UPSTREAM ELEVATZON = 1115.30
DOWNSTREAM ELEVATION = 1111.20
ELEVATION DIFFERENCE = 9.10
TC = 0.303*[( 700.00**3)/( 9.10)]'*.2 = 11.699
100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.201
USER-SPECIFIED RONOFF COEFFSCIENT = .8778
SOIL CLASSIFICATION IS "H"
SUHAAEA RUNOFF(CFS) = 2.25
SOTAL AREA(ACRES) = 0.80 TOTAL RUNOFF(CFS) = 2.25
s.++.t>+.++.....+.~e+.rx..+..>.++:+.xxx....x+x+::~xxx.+.....>xY*.+...xx.xx:.x.
__FLOW PAOCESS FROM NODE 166.00 TO NOOE 165.00 IS CODE = 31
_'___"_'_""'__""'__"_____"_'_""_______"__'_'_____'_""_____
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUHAREA<G«<
>»»USING COMPUTER-ESTIMATED pIPESIZE (NON-PRESSURE FLOW) ««<
ELEVATION DATA: UPSTREAM(FEET) = 1111.20 DOWNSTREAM(FEET) = 1110.80
FLOW LENGTH(FEET) = 80.00 MANNING'S N= 0.019
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000
DEPTH OE FLOW IN 18.0 INCH PIPE IS 8.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 2.80
ESTIMATED PIPE DIAMETER(INCA) = I8.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 2.25
PIPE TRAVEL TIME(MIN.) = 0.98 Tc(MIN.) = 12.12
LONGEST FLOWPATH FROM NODE 166.50 TO NODE 165.00 = 780.00 FEET.
..x..x+:•s+xx.xr.x~..+w.sxxx..s...x.:x.:xw.x.....~,..txw+......s..+.+...w++~.+
FLOW PROCESS FROM NOOE 165.00 TO NODE 165.00 IS CODE = 1
' »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««<
»>»AND WMPUTE VARIOUS CONFLUENCED STREAM VALUES««<
"__________________________"_'______
_______________________________________________________
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
' TIME OF CONCENTRATION(MIN.) = 12.12
RAINFALL INTENSITY(INCH/HR) = 3.13
TOTAL STREAM AREA(ACRES) = 0.80
PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.25
'
,
,
;' CONFLUENCE DATA *T
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 17 J6 10.71 3-.352 5.70
2" 2.25 12.12 3.131 0.80
`~
Page 2 of 15
11
'~
'
'
354100PR.RES
arxs~+ax~~s~s~~~++a+s~+a+s~+~:~+r:WARNING''~as:+wx+++~+x+>+++:~xx~x+~~>a~++x++
IN THIS COMPUTER PROGRAM~ THE CONFLUENCE VALUE USED IS BASEO
ON THE RCFC6WCD FORMOLA OF PLATE D-1 AS DEFAULT VALOE. THIS FORMOLA
WILL NOT NECESSAftILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
.~..+.++:+~+a.+x..~x>+.+:.aa:~xx.xa+t~es.~.x.txe~..ax++..++++x.xx..xxx.+>+>
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE '*
STREAM RUNOFF Tc INTENSITY
NUMHER (CFS) (MIN.) (INCH/HOUR)
1 19.74 10.71 3.352
2 18.84 12.12 3.131
COMPUTED CONELUENCE ESTIMATES ARE AS FOLLOWS:
'~. PEAK FLOW RATE(CFS) = 19.7 9 TC(MIN.) = 10.71
' TOTAL AREA(ACAES) = 6.50
LONGEST FLOWPATH FROM NODE 167.50 TO NODE 165.00 = 928.00 FEET.
+r:.>xx.:.+>~.:~::..+~.+~.~x+:r:x.. ++~.~....~+t++.>~.+.::.x+.xaxx::..::...>.+.+.
' FLOW PROCESS FROM NODE 165.
'________'___'_"________'___ 00 TO NODE 160.00 IS CODE = 31
"'_______'
»»>COMPUTE PIPE-FLOW TRAVEL _______'__'____'__'______________
TIME TARU SUBAREA««<
»>»USIN6 COMPOTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) ««<
ELEVATION DATA: UPSTREAM(E'EET) = 1110 80 DOWNSTREAM(FEET) = 1109.80
' FLOW LENGTH(FEET) = 55.00 MANNING'S N= 0.019
OEPTH OF FLOW IN 29.0 INCH pI PE IS 18.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 7.60
, ESTIMATED PIPE DIAMETER(INCH)
PIPE-FLOW(CFS) = 19.79 = 29.00 NUMBER OF PIPES = 1
PIPE TRAVEL TIME(MIN.) = 0.1 2 TC(MIN.) = 10.83
~I.ONGEST FLOWPATH FROM NODE 167.50 TO NODE 160.00 = 983.00 FEET.
•.++..+s+x+:~.>~xx•+xx~x.x:~..~s: x:x.xexrf+r+~+.+t.t+...x~«~+w+x.x:~+x>x:s~.r.
' FLOW PROCESS FROM NODE 160. 00 TO NODE 160.00 IS CODE = 10
»>»MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK q 1 ««<
.~+~x+.+..+~:a+.+x.+~~xr+.:~x~i++x~xxsxex:~~x+a~as.s:~:xt.•s.:~t+.~..++.+>:~+++x:~
FLOW PROCESS FROM NODE 169.50 TO NODE 169.00 IS CODE = 21
__'___'__"______'_"___""____"___'__'__'_'_""__'_'__'____'__'_"_'__"
»»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS«GG<
____'________'_________"_____'___-_:_____'____'______-____
ASSUMED INITIAL SUSAREA UNIFORM
DEVELOPMENT IS COFP7ERCIAL
TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]+*.2
INITIAL SOHAREA FLOW-LENGTH = 700.00
UPSTREAM ELEVATZON = 1116.00
DOi9NSTREAM ELEVATION = 1110.60
ELEVATION DIFFERENCE = 5.90
TC = 0.303'[( 700.00*'3)/( 5.90)]~*.2 = 11.020
100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.299
USEA-SPECIFZED RUNOFF COEFFICIENT = .8783
SOIL CLASSIFICATION IS "B"
SUBAREA RUNOFF(CFS) = 2.03
TOTAL AREA(ACRES) = 0.70 TOTAL RUNOFF(CFS) = 2.03
..>+•+.xx..r+.xxxr+>+~:~++~••>:s~i+.:x.s..:+it.+xt.+.+x..x:x~>+at.xx~xx~•+~:xe
FLOW PROCE55 FROM NODE 169.00 TO NODE 169.00 IS CODE = 7
__'_'_____'__"__'_______'_'__"_"_'_'___""__""_"'_"__"__"__'__""
»>»DESIGNATE INDEPENDENT STAEAM FOR CONFLUENCEG««
_'________'n-====__~_______~~______-__'__-__'____'____-_______'__'____-_____
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STAEAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 11.02
RAINFALL INTENSITY(INCH/HR) = 3.30
TOTAL STREAM AREA(ACRES) = 0.70 "
PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.03
+:~+.+~~~~~.+f+~•:~~.x+.++:~++~~s~>t+s>~~x~a+x++:+»t~~.ssr+:..++..~•:~:~+:~~+:~....
FLOW PROCE55 FROM NODE 163.50 TO NODE 163.00 IS CODE = 21
____'________""___'_'________'___"______'_'_"'___"____""__"___'_'__'
"
Page 3 of 15
'1
'
354100PR.RES
»>»RATIONAL METHOD INITIAL SUHAREA ANALYSISGG«<
________"'____-_"__-_____'_____-__'-_____'_____'_____________"-_---'___'_
' ' ASSOMED INTTIAL SUBAREA UNIFORM
DEVELOPMENT IS COtM7ERCIAL
TC = R*[(LENGTH**3)/(ELEVATION CHANGE)]**.2
INITIAL SUHAREA FLOW-LENGTH = 900.00
, UPSTREAM ELEVATION = 1120.00
DOWNSTREAM ELEVATION = 1116.00
ELEVATION DIFFERENCE = 9.00
TC = 0.303*(( 900.00**3)/( 9.00)]*a.2 = 8.369
100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.839
' USER-SPECIFIED RUNOFF COEFFICIENT = .8807
SOIL CLASSIFICATION IS "H"
SUBAREA RUNOFF(CFS) = 7.78
TOTAL AREA(ACRES) = 2.30 TOTAL RUNOFF(CFS) = 7 J8
' •~:~w+a+~.r+:~~.w+x>x+~~+txs+x+:~:xsa>+x:~iss>+++isa>i:.>++~.ia~if~sa:~+~:~++~~w:x~
FLOW PROCESS FROM NODE 163.00 TO NO~E 164.00 IS COOE = 31
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««G
»»>USING COMPUTER-ESTIMATED PIPESI2E (NON-PRESSURE FLOW)<G!«
' ______"______~________________________'_____'____-______'_~'________-__-_
ELEVATION DATA: UPSTREAM(FEET) = 1116.00 DOWNSTAEAM(FEET) = 1115.60
FLOW LENGTH(FEET) = 20.00 MANNING'S N= 0.014
. DEPTH OF FLOW IN 21.0 INCA PIPE IS 13.1 INCHES
' PIPE-FLOW VELOCITY(FEET/SEC.j = 4.93
ESTIMATED PIPE ~IAMETER(INCH) = 21.00 NUMHER OF pIPES = 1
PIPE-FLOW(CFS) = 7.78
PIPE TRAVEL TIME(MIN.) = 0.07 TC(MIN.) = 8.93
LONGEST FLOWPATH FROM NODE 163.50 TO NODE 169.00 = 920.00 FEET.
, >~+~•.++s++:+~~.+.+s~.+.~.sa.~.~a+:.xx.*»s::~+..~xx....~x+..++.++>::rs..x.a:•~
FLOW PROCESS FROM NODE 164.00 TO NODE 169,00 IS CODE = 1
_'_'__________'____"_"_______'__"_'__'_____"___'_'___""__"__'_
»»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCEG<G«
~ _-»»>AND-WMPUTE~VARIOUS CONFLOENCED_STREAM VALUES-<G«-------------------
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STAEAM p p[iE;
TIME OF CONCENTRATION(MIN.) = 8.93
I'll , RAINFALL INTENSITY(INCH/HR) = 3.82
TOTAL STREAM AREA(ACRES) = 2.30
PEAA FLOW RATE(CFS) AT CONFLOENCE = 7.78
' '* CONFLOENCE DATA *"
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 2.03 11.02 3.299 0.70
2 7.78 H.93 3.822 2.30
' **+yf~.eaxNxs~:~x~.r.»xxxx~.xr,~~~~:~xWARNING*x+>~~.i+sarr,:~~st+:~~H+~~~x~axf~~x>
IN THIS COMPUTER PROGRAM, TAE CONFLUENCE VALUE USED IS BASED
. ON THE RCFCSWCD FORMULA OF PLATE D-1 AS DEFAULT VALQE. THIS FORMOLA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAR FLOW.
' x~xx:+~xi+ss:xxxxxy~ss+:xw:+s++:~t+s+i~.x~+ts:~+N+ti~xws+~*+..++::~+s~xsa:~>:~
RAZNFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
' *' PEAK E'LOW RATE TABLE i+
STREAM RUNOFF TC INTENSITY
~ NUMBER (CFS) (MIN.) (INCH/HOUR)
1 9.33 8.93 3.822 .
' 2 8.79 11.02 3.299
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAR FLOW RATE(CFS) = 9.33 Tc(MIN.) = 8.93
TOTAL AREA(ACRES) = 3.00 ~
' LONGEST FLOWPATH FROM NODE 169.50 TO NODE 169.00 = 700.00 FEET.
:t:.s+..x+:..+>x:~....r:+:.+:~....x+~++..>~,:+.+.....+~+..+:+~.....++..>++..+.
FLOW PROCE55 FROM NODE 169.00 TO NODE 160.00 IS CODE = 31
""_"__"___'_____'__'_"_'___"'__""_____'__"'__"_________"""_"_'
, »»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA«G«
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) ««<
,
\~
Page 4 of 15
'
'
'
,
354100PR.RES
ELEVATION DATA: UPSTREAM(FEET) = 1-115 BO DOWNSTREAM(FEET) = 1115 60
FLOW LENGTH(FEET1 =~ 20.00 MANNING'S N= 0.019
DEPTH OF ELOW IN 21.0 INCH pIPE IS 19.9 INCHES
PIPE-FLOW VELOCZTY(FEET/SEC.) = 5.10
ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBEA OF PIPES = 1
PIPE-FLOW(CFS) = 9.33
PIPE TRAVEL TIME(MIN.) = 0.07 TC(MIN.) = 8.50
LONGEST FLOWPATH FROM NODE 164.50 TO NODE 160.00 = 720.00 FEET.
x..sxxwx.+..x:+.+~....++x•.:~+sxx•»....+x....s+x~..:+~x+.+xx~:+~.x~~a~i.x.x+
' FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 11
_'__"'_"__"___"______'__'___"'____'____________'_'_'___'_'__'________"
»>»CONFLUENCE MEMORY HANK # 1 WITA THE MAIN-STR
EAM MEMORY<G«<
** MAIN STREAM CONFLOENCE DATA **
' STREAM AUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 9.33 8.50 3.806 3.00
LONGEST FLOWPATH FROM NODE 169.50 TO NOOE 160.00 = 720.00 FEET.
' *' MEMORY BANK # 1 CONFLUENCE DATA '*
STREAM RQNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 19.74 10.83 3.331 fi.50
' LONGEST FLOWPATH FROM NODE 167.50 TO NODE 160.00 = 9B3.00 FEET.
+~.~.+.+~e~.~+e.+•~:~~x+..:~:+~«•s+WARNING~xx:.+::te+.+~.~+.ts+•:~+~.x.x.:~~.•
IN THIS COMPUTER PROGFtAM~ THE CONFLUENCE VALUE USED IS BASED
, ON THE RCFC&WCD FOAMOLA OF PLATE D-1 AS DEFAOLT VALUE. THIS FORMULA
WILL N~T NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAR FLOW.
.:>+.x~+r..•+~xxx+..s:x.x.x++s+:~x:x>++x~x.......>x~::~.+s+~...«+++.a.+..+v:+
*• PEAK FLOW RATE TABLE **
STREAM RONOFF Tc INTENSITY
~ NUMBER (CFS) (MIN.) (INCH/HOUR)
1 24.82 8.50 3.806
2 27.91 10.83 3.331
COMpUTED CONFLOENCE ESTIMATES ARE AS FOLLOWS:
' PEAK FLOW RATE(CFS) = 27.91 Tc(MIN.) = 10.83
TOTAL AREA(ACRES) = 9.50
++x~:~~..+.:~.«~+~+.+a:~tx:~+.s::~.+.s:++~~.+x:~:xx+x~t.s..~...•.+.~~~+~«~•~+:~~w~
' FLOW PROCESS FAOM NODE 160.00 TO NODE 160.00 25 CODE = 12
"'_"_'____"______"_________'___""_
__'__'__"__""'______"'_____'__'_
»»>CLEAR MEMORY HANK # 1 ««<
' .+.:~w.+.s.++xx:.a.+x.+~..>++xx.x+.>xxx...+>:xax+.:+~.s+>.x~+>.•s.~+.~:+.~.x.xx
FLOW PROCESS FAOM NODE 160.00 TO NODE 160.00 IS CODE = 10
"' _ _ _""_"_ _' _ _""' _' _ _ ""_' _ "_"_
"""_ _"" _' _ _"_ _ _"_ _ _ "_ _' _""
»»>MAIN-STREAM MEMOAY COPIED ONTO MEMORY BANK # 1 G««
' +~:~x>~x+~,~+:~++:~.:+~.+~s+x:x+xix~::3~~+xx~+:~txa:tx~+~~+tai+~~.~i+~+..r+~+fr:+~+x+
FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 ZS CODE = 13
_____'_'__'___""______""__"________'_'
' __'____'_'_'___"_____""_'___'_
_=2»»CLEAR-THE-MAIN=STREAM MEMORY_-=«=___----=a==='=_____"--'___________
.s.+:.+...+t.....+s....•:~t++..~+:...»..:~k~~r+..•++.++~xxx.+++x..i.x+++~.r,.+s.x
FLOW PROCESS FROM NODE 162.50 TO NODE 162.00 IS CODE = 21
' _'_'_'____"'______"_'________'______"'___"__________'_____"_'_______"_
-_»-»RATIONAL METHOD
INITIAL
SUBAREA
ANALYSISGG~-=
-
-
-
---6
__'_"__"__"__
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COMMERCIAL
TC = K*((LENGTH"*3)/(ELEVATION CHANGE)]**.2
' INITIAL SUBAREA FLOW-LENGTH = 270.00
UPSTAEAM ELEVATION = 1112.50
DOWNSTREAM ELEVATZON = I110.60
' ELEVATION DIFFERENCE = 1.']0 ~
TC = 0.303'[( 270.00**3)/( 1.70)7+*.2 = 7
890 ~
, \
Page 5 of 15
,
,
1
354100PR.RES
100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.978
USER-SPECIFIED RONOFF COEFFICIENT = .8812
, SOIL CLASSIFZCATION IS "B"
SUBAREA RUNOFF(CFS) = 2.80
TOTAL AREA(ACRES) = 0.80 TOTAL RUNOFF(CFS) = 2.80
a>s........+.:~:~...+xx++.+.+:+.+.~.+x+x.+++x..++.~s+~+>+:+•..~s..x...+..x.~
' _-FLOW_PROCESS_FROM NODE _-_162.00 TO NODE 162.00 IS CODE = 1
_'____"__'____'___'____"'_____"'______"'_
»»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<G«<
-_"______'_____'___-_-_"___________________________________'____-___'_____
, TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALOES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 7.89
RAINFALL INTENSZTY(INCH/HR) = 3.98
TOTAL STREAM AREA(ACRES) = 0.80
' PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.80
xxr.+.:arx:r.x..>+.x~+ir+..~~.>+.~x.r>++xs..~..+s~xsx+x++.+x+.+.+s+•.:u.+.~....
FLOW PROCESS FROM NODE 161.50 TO NODE 161.00 IS CODE = 21
, __»»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS«G!<
_-___'__________-_'_______'___'____-'___-'~__'___-'____'_'_______"_'____
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COPP7ERCIAL
~ TC = K"[(LENGTH**3)/(ELEVATION CHANGE)]*'.2
INITIAL SUBAREA FLOW-LENGTH = 3fi5.00
UPSTREAM ELEVATION = 1120.00
DOWNSTREAM ELEVATION = 1116.00
ELEVATION DIFFERENCE = 9.00
' TC = 0.303'[( 365.00'*3)/( 9.00)]**.2 = 7,917
100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.957
USER-SPECIFIED RUNOFF COEFFICZENT = .8812
SOIL CLASSIFICATION IS "B" ~
SUBAREA AUNOFF(CFS) = 6.62
' TOTAL AREA(ACRES) = 1.90 TOTAL RUNOFF(CFS) = 6.62
~+..:~x3.>+~+x+..:~:~.x.v,+:~+:~•.+e>~x..s:~:~:x..w..a.x.x.:~..+.:.:.»...x>....:x
FLOW PROCESS FROM NODE 161.00 TO NOOE 162.00 IS CODE = 31
>COMPUTE
PIPE
FLOW
TRAVEL
TIME
THRU
SUBAREA
GG
' __==»
-
-
-
-
=--
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) ««G
-
-
----------------------
ELEVATION DATA: UpSTREAM(FEET) = 1116.00 DOWNSTREAM(FEET) = 1112.00
FLOW LENGTH(FEET) = 15.00 MANNING'S N= 0.039
ESTIMATED PIPE DZAMETER(INCH) INCREASED TO 18.000
, DEPTH OF FLOW IN 1H.0 INCH PIPE IS 5.1 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 15.99
ESTZMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 6.62
1 PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 7.93
LONGEST FLOWPATH FROM NODE 161.50 TO NODE 162.00 = 380.00 FEET.
.s.++..r.::x:x..+>:+.~:....:+:.+x.+.::x..•>......x.+...+w>..::xx:..+.x>..~.:x:
FLOW PROCESS FROM NODE 162.00 TO NODE 162.00 IS CODE = 1
_____""_"'____"_"__'____'____"'
' __"'____"__""_____"________'
»>»DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««<
»>»AND COMPUTE VAAIO[75 CONFLUENCED STREAM VALUESCG«<
~-____'_____-_'_________'____________
_'_______-____-____________-___'_____'_
TOTAL NUMHER OF STREAMS = 2
~ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE;
TIME OF CONCENTRATION(MZN.) = 7.93
RAINFALL INTENSITY(INCH/HR) = 3.95
TOTAL STREAM AREA(ACRES) = 1.90
, PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.62
" CONFLUENCE DATA **
STREAM RUNOFF TC INTENSITY AAEA
' NUMBER (CFS) (MIN.) (INCH/HOUR) (ACAE)
1 2.80 9.89 3.978 O.BO
2 6.62 7.93 3.952 1.90
•+.+s~+~..>.+.~.+.x~+....:~•~i+..+.WARNING*xss+.~.+++i..sxa......:~~++:x+~+~
' IN TAIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS eASED
ON THE ACFCfiWCD FORMULA OF PLATE D-1 AS DEFAULT VALUE. THIS FORMULA ~~
Page 6 of 15
,
~ , 354100PR.RES
~ WILL NOT NECESSARILY RESOLT IN THE MAXIMUM VALUE OF PEAK FLOW.
~ :+~....+s~~+.a:....+~:.+•s:.++:t:.+.sxx+..:...:+~.x..x+:..x>x.xx>.f.t•x.x~.+
, RAINFALL INTENSITY AND TIME OF CONCENTRATION [2ATI0
CONFLUENCE FORMULA USED FOR 2 STREAMS.
*' PEAK FLOW RATE TABLE ^*
' STREAM RUNOFF Tc INTENSITY
NUMHER (CFS) (MIN.) (INCH/HOOR)
1 9.35- 7.89 3.978
2 9.91 7.93 3.952
' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 9.91 Tc(MIN.) = 7,93
TOTAL AAEA(ACRES) = 2.70
LONGEST FLOWPATH FROM NODE 161.50 TO NODE 162.00 = 380.00 FEET.
' a:~«+ax+.x+a:+~x•ax.:sxs:~+;xx.~:++...+s.:~+t..x:~i++xx..x+~s+.•~...+..+~.++++~~
FLOW PROCE55 FROM NODE 162.00 TO NODE 160.00 IS CODE = 31
____'_'___'_'____'_____'_____'____"'__"'__"__"'__"___'_'_____'___'_'___
»»>COMPUTE PZPE-FLOW TRAVEL TIME THRU SUBAREA««<
' _-»-»USING-WMpUTER-ESTIMATED-PIPESIZE-(NON-PRESSURE-FLOWJ_<G«-------__--
ELEVATION DATA: UPSTREAM(FEET) = 1112.00 DOWNSTREAM(FEET) = 1110.00
, FLOW LENGTH(FEET) = 20.00 MANNING'S N= 0.019
ESTIMATED pIPE DIAMETER(INCH) INCREASED TO 18.000
' DEPTH OF FLOW IN 18.0 INCH PIPE IS B.0 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 12.31
ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
PIPE-FLOW(CF57 = 9.41
~ PIPE TRAVEL TIME(MIN.) = 0.03 TC(MIN.) = 7,95
LONGEST FLOWPATH FROM NODE 161.50 TO NODE 160.00 = 400.00 FEET.
s::~stxxxx++is+~~.~rs+x~~.~ais~~~.a~+~txw+s~+s+*~~+s:~xfx:x:~x>+~.+s++~x~~~~~ax~ia+ ~
FLOW PROCE55 FAOM NODE 160.00 TO NO~E 1fi0.00 IS CODE = 11
' ___"'__"_'___"'_'_""__'__"'_'_"__"__'___"'__"___"'_'____'_"'___'
--»»>CONFLUENCE-MEMORY-BANK-#-1_WITH-THE-MAIN=STREAM MEMORYG<G«----------
** MAIN STREAM CONFLUENCE DATA **
' STREAM RUNOFF Tc INTENSITY pREp
NOMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 9.91 7.96 3.995 2.70
LONGEST FLOWPATH FROM NODE 161.50 TO NODE 160.00 = 900.00 FEET.
, ** MEMORY HANK q 1 CONFLUENCE DATA '*
STREAM RUNOFF Tc INTENSITY p[tEp
NUMBER (CFS) (MZN.) (INCH/HOUR) (ACRE)
1 27.91 10.83 3.331 9.50
' =*ONGEST FLOWPATH FROM NODE 167.50 TO NODE 160.00 = 983.00 FEET.
++~xxxa~s~t:~i~i+++:~.s+~+xwr.N+tWARNINGxxx:wxxatr.x~~~~xi~++:xx:.x+:~+«~~aix
IN THIS COMPUTER PROGRAM~ THE CONFLUENCE VALUE USED IS BASED
ON THE RCFC6WCD FORMULA OF PLATE D-1 AS DEFAULT VALUE. TAZS FORMULA
' WILL NOT NECESSARILY RESULT IN THE MAXIMOM VALUE OF PEAK FLOW.
+.~~.....a.+...sx+~.+.+:s...r.x.~axwx:~.x..x+.+..x+x:~.+.~xx.....s.x:~:+xx+x
** PEAK FLOW RATE TAHLE t*
STREAM RONOFF TC INTENSITY
' NOMBER (CFS) (MIN.) (INCH/AOUR)
1 29.92 7.96 3.945
2 35.85 10.83 3.331
COMPOTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
' PEAK FLOW RATE(CFS) = 35.85 Tc(MIN.) = 10.83
TOTAL AREA(ACRES) = 12.20
ri~xxx~rsa~~~i~r>ax:+a~r~+~+~tix~s+:~as++.s~~~»+~~+*~~+xxx+::x.x~,ast+st+:~~a:
, FLOW PROCESS FROM NODE 160.00 TO NODE 153.80 IS CODE = 31
_______'_____"'__"'__'_'__"__"_'_________"____'__'_'
»»>COMPUTE PIFE-FLOW TRAVEL TIME THRU SUBAREAG««
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-pAESSORE ELOW) ««G
__~'~-~_____"____-_'______________'___'___-__'__-~__-'~__-_'~~___________-_ /
. ELEVATZON DATA: UPSTREAM(FEET) = 1106.00 DOWNSTREAM(FEET) = 1102.00 /
FLOW LENGTH(FEET) = 590.00 MANNING'S N= 0.019 ~~
Page 7 of 15
,
'
'
'
,
'
,
'
'
'
,
,
'
1
'
'
,
354100PR.RES
DEPTH OF FLOW IN 36.0 INCH PIPE IS 26.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.39
ESTIMATED PIPE ~IAMETER(INCH) = 36.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 35.85
PIPE TRAVEL TIME(MIN.) = 1.92 TC(MIN.) = 12.25
LONGEST FLOWPATH FROM NODE 167.50 TO NODE 153.80 = 1523.00 FEET.
:>:xx++~+x+++x~~~.>.x:~~.++.+~.+.+..:~s{~~+.~~.:...++x++..:.x.++++.t+»:+...+x+:+
-FLOW PROCE55 FROM NODE 153.80 TO NODE 153.80 IS CODE = 12
"___'____'_____"'______"___"_"'___"______'___"_'___'_"'________'
»»>CLEAR MEMORY BANK # 1 <G«<
•+x~,:~ia+x:~i>xx~a++s~~irf~s+x~+s>:~+++~~xa~~xs~:~~s+wx~+w>~x>ss++~xwx+s~x~a:+
FLOW PROCESS FROM NODE 153.80 TO NODE 153.80 IS CODE = 10
»»>MAIN-STREAM MF.MORY COPIED ONTO MEMORY BANR # 1««<
.*.+xx....:.x.>.s.xr.>++..+..+:x.+.s...+.+.+.+..:..~x...x+x.r:.~.....s++~+>:+~
FLOW PROCESS FROM NODE 153.80 TO NOOE 153.80 IS CODE = 13
"_"'_"_____"_______'_____'____'____'___"___'_____'__"'_______"'___
___
-»»>CLEAR THE MAIN-STREAM MEMORY«GG<
:+~.r..x:~~.s.++.>+:xx;.x+.x.xx..+x•.+.~.++..:~..sxw+..x..x.:xx..s.x.+s:•:~..~.
FLOW PROCESS FROM NODE 156.50 TO NODE 156.00 IS CODE = 21
»»>AATIONAL METHOD INITIAL SUHAAEA ANALYSIS««<
___"====ASSUMED INITIAL SUBAREA UNIFORM =___'_______________'_____________'
DEVELOPMENT IS CONDOMINIUM
TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2
INITIAL SUHAREA ~FLOW-LENGTH = 560.00
UPSTREAM ELEVATION = 1119.51
DOWNSTREAM ELEVATION = 1111.00
ELEVATION DIFFERENCE = 3.51
TC = 0.359*[( 560.00**3)/( 3.51)]~+.2 = 12.951
100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.085
USER-SPECIFIED RUNOFF COEF£ICIENT = .8201
SOIL CLASSIFICATION IS "B"
SUHAREA RUNOFF(CFS) = 3.09
TOTAL AREA(ACRES) = 1.20 TOTAL RUNOFF(CFS) = 3.09
w~~~~~w~*~.r::fx++~~xxxs~~~+x~+>:~:~axx+~t.+~t+++s++>+:~+rais~x.r~+:~x:r>a~s~+ax~+
FLOW PROCESS FROM NODE 156.00 TO NODE 154.90 IS CODE = 31
_'___'___'_______'_____'______"_____'___"_______'_'__'_'___'_'____________
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA«G«
»»>USING COMPOTER-ESTIMATED pIPESIZE (NON-PRESSURE FLOW)GGG«
'______'________________'___________'____~'___'____'-_-_____-"_"-______---
ELEVATION DATA: UPSTREAM(FEET) = 1110.00 DOWNSTREAM(FEET) = 1109.~0
FLOW LENGTH~FEET) = 30.00 MANNING'S N= 0.019
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000
DEPTH OF FLOW IN 18.0 INCH PIPE IS 8.1 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 3.91
ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 3.09
PIPE TRAVEL TIME(MIN.) = 0.13 Tc(MIN.j = 12.58
LONGEST FLOWPATH FROM NODE 156.50 TO NODE 159.90 = 590.00 FEET.
.+a~.>:~+~~++~~,x+.+++.+•t++.:~+:~++x.+~.+:~..~:~x.e+~...x::.x:~x+ws....>.•t++.x.
FLOW PROCESS E'ROM NODE 154.90 TO NODE 159.90 IS CODE = 1
'___'_"'__""_____"'____'_______'__""_"'__"'___"__'_""_""_'____'
»»>~ESIGNATE INDEPEN~ENT STREAM FOR CONFLUENCE««G
TOTAL NUMBER OF STREAMS = 2
CONFLOENCE VALUES USE~ FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 12.58
[tAINFALL INTENSITY(INCH/HR) = 3.07
TOTAL STREAM AREA(ACRES) = 1.20
PEAK FLOW RATE(CFS) AT CONFLUENCE = 3.09
•+i..s.s.sw.s.x.:x~x...*++:wxe~•.~.xs.:xx.x~+.~>:*x:~.+.s~~~s.•..++~+«~~txs:
FLOW PROCESS FROM NODE 158.50 TO NODE 158.00 IS CODE = 21
,r
Page 8 of 15
i ,
,
'
~
'
'
,
'
'
,
'
'
~
'
354100PR.RES
»»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<G«< ~
'______________'___-_____-__-__'__-'--__~_______-________-__-___ - ______- _
_ _________'
ASSUMED INZTIAL SUBAREA UNIFORM
DEVELOPMENT ZS COI~SERCIAL
TC = K*[(LENGTH*`3)/(ELEVATION CHANGE)]'*.2
INITIAL SUBAREA FLOW-LENGTH = 560.00
UPSTREAM ELEVATION = 1113.50
DOWNSTREAM ELEVATION = 1111.00
ELEVATION DIFFERENCE = 2.50
TC = 0.303'[( 560.00**3)/( 2.501]*•.2 = 11.294
100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.263
USER-SPECIFIED RUNOFE COEFFICIENT = .8781
SOIL CLASSIFICATION ZS "B'•
SUBAREA RUNOFF(CFS) = 1.93
TOTAL AREA(ACRES) = 0.50 TOTAL RUNOFF(CFS) = 1.43
>:xx.r>....x~...•~i>+xx.+>.~...+e..+.~+.xx+3s:+.a...s.+..+s...+sr.•xx+a...~.
FLOW pROCESS FROM NODE 158.00 TO NODE 154.90 IS CODE = 31
»»>COMPUTE PIPE-FLOW TAAVEL TIME THRU SUBAREAG«GG
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE ELOW) ««<
ELEVATION DATA UPSTREAM(FEET) = 1110 00 OOWNSTREAM(FEET) = 1309.70
FLOW LENGTH(FEET) = 30.00 MANNING'S N= 0.014
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 16.000
DEPTH OF FLOW IN 18.0 INCH PIPE IS 5.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 3.19
ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIpES = 1
PIPE-FLOW(CFS) = 1.93
PIPE TRAVEL TIME(MIN.) = 0.16 Tc(MIN.) = 11.90
LONGEST FLOWPATH FAOM NO~E 158.50 TO NODE 159.90 = 590.00 FEET.
a~.x.s~+:~•axxi+tsa~.+sst:+sx+.x..+:x..:•.t.:~+sx.+.t~......+.~x+....x.x+.xx.
FLOW PROCE55 FROM NODE 154.90 TO NODE 15'4.90 IS CODE = 1
_"__'_"___'__'_"__'_"__"____'____'__'_____'__'__'_'___'____"__"____"
»»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«GG<
»»>AND COMPOTE VARZOUS CONFLUENCED STREAM VALUES««<
________________~_______________'__ ___'________'________
_ __________'_________~__________________
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USEO FOR INDEPENDENT STREAM 2 pgE;
TIME OF CONCENTRATION(MIN.) = 11.90
RAINFALL INTENSITY(INCH/HR) = 3.24
TOTAL STREAM AREA(ACRES) ~ 0.50
PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.93
" CONFLUENCE DATA *^
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 3.09 12.58 3.068 1.20
2 1.93 11.40 3.238 0.50
>~+w~~~:a~ryx:ixx~~xa:~~xxi:~x:trWARNSNG3Y+~xx~~:~~+n:~xr,st>ax.y3+t~++:~rw+w
IN THIS COMpUTER PROGRAM~ THE CONFLUENCE VALUE USED IS BASED
ON THE RCFCSWCD FORMOLA OF PLATE D-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESIILT IN THE MAXIMUM VALOE OF PEAK FLOW.
++x~s++>x+:~xs~x>+~x++~+xs:trs~x:~i~~:x~xw~~t>+~..,'*:+xxx:~~+~a~i~.r*:xt+t:~~y~:~:
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE'TAHLE •*
STREAM RUNOFF TC INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 9.18 11.40 3.238
2 4.39 12.58 3.068
COMPUTE~ CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFSJ = 9.39 TC(MIN.) = 12.58
TOTAL AREA(ACRES) = 1.70
LONGEST FLOWPATH FROM NODE 156.50 TO NODE 154.90 = 590.00 FEET.
a.:.....+:.:u+.+..r:.»..:.+.:s..++..:~>:»+:~...:>:.++..+a....+.:..:.:.+r:..er..+
FLOW PROCESS FROM NODE 159.90 TO NODE 153.90 IS CODE = 31
____'_"___"'____"_'_____"___'____"'_______"___"___"__'____""'_____
»>»COMPUTE PIPE-FLOW TRAVEL TIME THRO SUHAREA«!«
\~
Page 9 of 15
~
'
Irl
L
1~
~
354100PR.RES
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<G«G
ELEVATION DATA: UPSTREAM(FEET) = 1109 70 ~OWNSTAEAM(FEET) = 1106.70
FLOW LENGTH(FEET) = 350.00 MANNING'S N= 0.019
DEPTH OF FLOW IN 18.0 INCH PIPE IS 10.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.09
ESTIMATED PIPE DIAMETER(INCHj = 18.00 N-MBER OF PIPES = 1
PIPE-FLOW(CFS) = 4.39
PIPE TRAVEL TIME(MIN.) = 1.49 Tc(MIN.) = 14.02
LONGEST FLOWPATH FROM NODE 156.50 TO NODE 153.90 = 940.00 FEET.
.w.sx+:~xx.+.++...~+.r+x.:~~x+::~x.>+st:wx..se...+..x.ss:~:~~.>i.x+w+x.x~x~xx~~
FLOW PROCESS FROM NODE 153.90 TO NODE 153.90 IS CODE = 1
»»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««G
___-___'_________________'__-______'______"__--_____'________"__-____-_~__
TOTAL NUMSER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTAATION(MIN.) = 19.02
RAINFALL INTENSITY(INCH/HR) = 2.89
TOTAL STREAM AREA(ACRES) = 1.70
PEAK FLOW RATE(CFS) AT CONFLUENCE = 9.39
>~aiar~++ie~.:Nr+a+~:~~xr.»+~:>:x~wx»++~+~+i+s~:asaaxxs:xxai~>a~s:~.:~wx~x:~~~:~»
FLOW PROCESS FROM NODE 154.50 TO NODE 159.00 IS CODE = 21
»»>RATIONAL METH00 INITIAL SUBAREA ANALYSISGG«<
_'________________'--______'__-______"_-__-______'________________"_-_____
ASSUMED INITIAL SUBAREA UNIFORM
~EVELOPMENT IS CONDOMINIUM
TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2
INITIAL SUBAREA FLOW-LENGTH = 600.00
UPSTREAM ELEVATION = 1118.00
DOWNSTREAM ELEVATION = 1111.00
ELEVATION DIFFERENCE = 7.00
TC = 0.359*(( 600.00**3)/( 7.00)7**.2 = 11.303
100~YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.253
USER-SPECIFIED RUNOFF COEFFICIENT = .8233
SOIL CLASSZFICATION IS "8"
SUHAREA RONOFF(CFS) = 7.23
TOTAL AREA(ACRES) = 2.70 TOTAL RONOFF(CFS) = 7.23
:~.~.+~+f++.s+.:~~.~>~~+~a~+..w++x~.t.:~t+:~.~~+x~+:~++>+.+.+x~:...+.s+s~:~:~.:~.:.~
FLOW PROCESS FROM NODE 159.00 TO NODE 153.90 IS CODE = 31
_"__"'_________'______'___"'___"'_'_"__"__"'
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRO SUHAREA««<
»»>USING COMpUTER-ESTIMATED PIPESIZE (NON-pRE55URE FLOW) ««<
_______'_'__-_--_"___________________'____"_________'______________-_-__-_
ELEVATION DATA: UPSTREAM(FEET) = 1108.00 DOWNSTREAM(FEET) = 1107.80
FLOW LENGTH(FEET) = 20.00 MANNING'S N= 0.019
DEPTH OF FLOW IN 18.0 ZNCH PIPE IS 19.7 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 4.67
ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PSPES = 1
PIPE-FLOW(CFS) = 7.23
PIPE TRAVEL TIME(MIN.) = 0.07 Tc(MIN.) = 71.37
LONGEST FLOWPATA FROM NODE 154.50 TO NO~E 153.90 = 620.00 FEET.
:>...~.....:>:+.+..:+..+~.:.......>.:>+.+:>:~....>~.+..+:+.++s+::.+....+.>»«..
FLOW PROCESS FROM NODE 153.90 TO NODE 153.90 IS CODE = 1
_______'_'______'__'_______'__"______"'___"'____'___"_'____"""__""'
»»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCEG««
»»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<G«<
______________'~~______'____-_______ _____
'__'_____________'_____'_"_-____ __-___
TOTAL NUMHER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STAEAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 11.37
RAINFALL INTENSITY(INCH/HR) = 3.29
TOTAL STREAM AREA(ACRES) = 2.70
PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.23
'* CONFLUENCE DATA *•
STREAM RUNOFF TC INTENSITY AREA
NUMHER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 9.39 14.02 2.890 1.70
2 7.23 11.37 ~ 3.292 2.70
~D
Page 10 of 15
1
1
354100PR.RES
:~+~»~:~~:~s+*+~.t~~f~+x«~>+e~x~+ii+WARNING+x~xs~.*+x~+x»eit+*~+~>::~~~~+++~+a+
.' IN THIS COMPOTER PROGRAM, THE CONFLOENCE VALUE USED IS HASED
ON THE RCFC&WCO FORMULA OF PLATE D-1 AS DEFAULT VALOE. THIS FORMULA
WILL NOT NECESSARILY RESOLT IN TNE MAXIMUM VALUE OF PEAK FLOW.
+...+xx+..>..:~x+.«..x+.>+.x.+x:~x...xx>s.x:.+x.x.+xx..+...x.......s.+.~.x.+++
~' RAINFALL INTENSITY AND TIME OF CONCENTRATION AATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
~' ' STREAM RUNOFF TC INTENSITY
~ NUMBEA (CFS) (MIN.) (INCH/HOUR)
I 1 10.80 11.37 3.292
2 10.89 19.02 2.890
COMPUTE~ CONFLUENCE ESTIMATES ARE AS FOLLOWS:
I' PEAK FLOW RATE(CFS) = 10.80 Tc(MIN.) = 11.37
i TOTAL AREA(ACRES) = 9.90
LONGEST FLOWPATH FROM NODE 156.50 TO NODE 753.90 = 990.00 FEET.
I' •rxss~sxr.xfax:x~xx~~x::x~ir:x+xx~~~+~axxxrr+~.~i~:~siif~,~~>+srxx~r.xt+xx+a++xx
FLOW pROCESS FROM NODE 153.90 TO NODE 153.80 IS CODE = 31
»»>COMPOTE PIPE-FLOW TRAVEL TIME THRU SUHAREA«G«
»»>USING COMPUTER-ESTIMATED PIPESZZE (NON-pRESSURE ELOW)<G«<
I' ELEVATION ~ATA: UPSTREAM(FEET) = 1103 10 DOWNSTREAM(FEET) = 1102 90
FLOW LENGTH(FEET) = fi0,00 MANNING'S N= 0.014
DEPTH OF FLOW IN 27.0 INCH PIPE IS 19.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 3.99
I' ESTIMATED PIPE DIANETER(INCH) = 27.00 NUMBER OF PIPES = 1
PIPE-FLOW~CFS) = 10.80
PIPE TRAVEL TIME(MlN.) = 0.29 TC(MIN.) = 11.66
LONGEST FLOWPATH FROM NODE 156.50 TO NODE 153.80 = 1000.00 FEET.
I' +s+s:s+:~:t+xa>~+xa:x:x~:~x~~>~x~x~~rs>x:ia~x:~xra+~i~~:~.~+~~~+~x~x~+s~++~+x+e
~ FLOW PROCESS FROM NODE 153.80 TO NO~E 153.80 IS CODE = 11
_"'___'_'_'____"'_"_'_'_"'____"___'___"'_____'_____""_
»>»CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY«<G<
II _____________~~-______'~~__==='_z_===______-_-___'_____' _ _ "_'____
`* MAIN STREAM CONFLUENCE DATA **
STREAM AUNOFF TC ~ INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOOR) (ACRE)
I' 1 10.80 11.66 3.198 9.90
LONGEST FLOWPATH FROM NODE 156.50 TO NODE 153.80 = 1000.00 FEET.
** MEMOAY BANK # 1 CONFLUENCE DATA °*
STREAM RUNOFF TC INTENSITY AREA
~' NUMBER (CFS) (MZN.) (INCH/HOUR) (ACREJ
1 35.85 12.25 3.113 12.20
LONGEST FLOWPATH FROM NODE 167.50 TO NODE 153.80 = 1523.00 FEET.
+~a+Rwr+i:~s+wx~~t:i:xw~.+.w~+++~WARNING'+xxrxx~x:~a~~xx~.x+s+>:x+~~++~~txx~
I' IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USEO IS BASED
ON THE RCFC6WCD FORMULA OF PLATE D-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
:ax.~ss+~.>x.ra~>.~xaixxxx:~~ax~:~..:~:~t..s+...:.t~..+s.....xx.x+..x.s.x~x..>
** PEAK FLOW AATE TABLE *'
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 99.93 11.66 3.198
2 96.36 12.25 3.113
COMPl7TED CONFLUENCE £STIMATES ARE AS FOLLOWS:
PEAR FLOW RATE(CFS) = 46.36 Tc(MIN.) = 12.25
TOTAL AREA(ACRES7 = 16.60
+.+:.:.+..+..+.::+:...rs..x.x.+.+..>:w.w..>.:.x.....+.:x+.+.>:..•.:+:.x.x.+...
FLOW PROCE55 FROM NODE 153.80 TO NODE 153.80 2S CODE = 12
_____'___'____'____"'__"'__________'_"_"'____"__""___"'__'___'_"_'_
»»>CLEAR MEMORY BANK N 1 ««< '
`-\
Page 11 of 15
,
1
354100PR.RES
..................>,,,.,.,,,..,.,.,,.,,...,.,..,>..,.,,.,.,>..,.>.,,.,,.,,..
, FLOW_PROCE55 FROM NODE 153.80 TO NODE 151.90 IS COOE = 31
___'______'_"__'__"____"________________""_"_"'___"___
»>»COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<G«<
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) «G«
' ELEVATION DATA: [1PSTREAM(FEET) = 1103.00 DOWNSTREAM(FEET) = 1102 81
FLOW LENGTH(FEET) = 17.00 MANNING'S N= 0.019
DEPTH OF FLOW IN 36.0 INCH PIPE IS 28.1 INCHES
PIPE-FLOW VELOCZTY(FEET/SEC.) = 7.82
' ESTIMATED PIPE DIAMETER(INCHj = 36.00 NUMBEA OF PIPES = 1
PIPE-FLOW(CFS) = 96.36
PIPE TRAVEL TIME(MIN.) = 0.04 TC(MIN.) = 12.29
LONGEST FLOWPATH FROM NODE 167.50 TO NODE 151.90 = 1540.00 FEET.
.,' +~..x.xr..x....x:>.xxaxx:xx.e+>.xx:>:xx++w+a.:+xx.+>.>x+x...x.++Y++.+.~..+•~+
FLOW pROCE55 FROM NODE 151.90 TO NODE 151.90 IS CODE = 1
»»>DESIGNATE INDEPENDENT STREAM FOR CONFLOENCE<GG«
' --TOTAL NUMHER OF STREAMS =__3 ___'-______'_______'________"_'__'__________
CONFLUENCE VAL[IES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 12.29
RAZNFALL INTENSITY(INCH/HR) = 3.11
TOTAL STREAM AREA(ACRES) = 16.60
' *MPEAK*FLOW RATE(CFS) AT CONFLUENCE = 96.36
..x++.«+~w....a+s~.::::~~x~~.++.x.:+~+...x~:~+..:~>x:::.x..x:~~~w:x..xxx
FLOW PROCESS FROM NODE 153.50 TO NODE 153.00 IS COOE = 27
, -i»>=RATIONAL METHOD-INITIAL-SUBAREA-ANALYSIS<_«<------------------------
ASS[IMED INITIAL SUHAREA ONIFORM
DEVELOPMENT IS CONDOMINIUM
, TC = K*((LENGTH**3)/(ELEVATION CHANGE)]**.2
INITIAL SQBAREA FLOW-LENGTH = 650.00
UPSTREAM ELEVATION = 1119.00
DOWNSTREAM ELEVATION = 1111.00
ELEVATION DIFFERENCE = 3.00
' TC = 0.359*[1 650.00~*3)/( 3.00)7*+.2 = 19.099
100 YEAR RAINFALL INTENSITY(SNCH/NOUR) = 2.887
USER-SPECI£IED RUNOFF COEFFICZENT = .8161
SOIL CLASSIFICATION IS "B" ~
SUBAREA RUNOFF(CFS) = 4.95 -
, TOTAL AREA(ACRES) = 2.10 TOTAL RUNOFF(CFS) = 9.95
w~xN~xrr+s~~e:~:xaxx~w+r~>~~:i~xxxr.x+r*+xx~.~+ss~>~+a*i~sx:x+:~++++rixax~,~~~+~+
FLOW pROCESS FROM NODE 153.00 TO NODE 151.90 IS CODE = 31
"'__'__"_"'_"_'_'_'_"'_____'__""__"'_'___""______'____"'__'______
' »»>COMpOTE PIPE-FLOW TRAVEL TIME THRU SUBAREAG««
_-»»>OSING-WMPUTER=ESTIhfATED-PIPESIZE-(NON-PRESSURE-FLOW)<GG<G----__-----
ELEVATION DATA: UPSTREAM(FEET) = 1111.00 DOWNSTREAM(FEET) = 1110.80
, FLOW LENGTH(FEET) = 20.00 MANNING'S N= 0.019
DEPTH OF FLOW IN 18.0 INCH PIPE IS 10.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.91
ESTIMATED PIPE DIAMETER(INCfi) = 18.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 9.95
' PIPE TRAVEL TIME(MIN.) = 0.08 TC(MIN.) = 19.13
LONGEST FLOWPATH FROM NODE 153.50 TO NODE 151.90 = 670.00 FEET.
»wawe+~:~xx+xr«r+s+~+x:~>:xx~a+:+~+xx~:+i++~:::~w~»x:~xraix»+s+~+~a~x~+t++++
FLOW PROCE55 FROM NODE 151.90 TO NODE 151.90 IS CODE = 1
' __"______"'____"'_____"'______"_'___'_______""_""__"_'___
»»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE«G«
________""_______ __ _ _______' ______'_'___
_"'____________'__~a____-______~_________ __"________'_'_"_'_______'_
TOTAL NUMBER OF STREAMS = 3
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
' TIME OF CONCENTRATION(MIN.) = 19.13
RAINFALL INTENSITY(INCH/HR) = 2.88
TOTAL STREAM AREA(ACRES) = 2.10
PEAR FLOW RATE(CFS) AT CONFLUENCE = 9.95
I
~1
....+>.+•~x.x.>..xs~xxx++:x>..wx:.x.....+.:+x~.x..x:.x...+...x+:.:~~:++.+:.+.
(~
Page 12 of 15
~1
I
354100PR.RES
FLOW PROCESS FAOM NODE 152.50 TO NODE 152.00 IS CODE = 21
'__'__' ____'___' '______"'_
»»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS«<G< '
____=====ASSUMED INITIAL SUBAREA UNIFORM "--'______________________________
DEVELOPMENT IS CONDOMINIUM
TC = K'[(LENGTH*°3)/(ELEVATION CHANGE)]*'.2
INITIAL SOBAREA FLOW-LENGTH = 600.00
UPSTREAM ELEVATION = 1118.00
DOWNSTREAM ELEVATION = 1111.00
ELEVATION DIFFERENCE = 7.00
TC = 0.359*[( ~600.00*`3)/( 7.00)]**.2 = 11.303
100 YEAR RAINFALL INTENSITY(INCH/HOiIA) = 3.253
USER-SPECIFIED RUNOFF COEFFICIENT = .8233
SOIL CLASSIFICATION ZS "B"
SUHAREA RUNOFF(CFS) = 11.25
TOTAL AREA(ACRES) = 9.20 TOTAL RUNOFF(CFS) = 11.25
.a..~+s>+xts~~xxx.f.t...+f+tx:a+~.:~.+~.:~:~+~.•.xaxtr~+.+f.«+.+xs+~~x~~•x:+*~x+«
FLOW PROCESS FROM NODE 152.00 TO NODE 151.90 IS CODE = 31
'_""__'_____'____""___'__""_'__'_'__'_'____'_"__'______'_______""_'
»>»COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««<
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSORE FLOW) ««<
ELEVATION DATA: UPSTREAM(FEET) = 1111 00 DOWNSTREAM(FEET) = 1110 80
FLOW LENGTH(FEET) = 20.00 MANNING'S N= 0.019
DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.1 INCHES
PIPE-FLOW VELOCZTY(FEET/SEC.) = 5.40
ESTIMATED PIPE DIAMETER(INCH) = 29.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 11.25
PIPE TRAVEL TIME(MIN.) = 0.06 Tc(MIN.) = 11.37
LONGEST FLOWPATH FROM NODE 152.50 TO NODE 151.90 = 620.00 FEET.
•~i+a.xxxat~wx:~+~~w~~,~~~~~ax+r.:~a+~.+w+~,tw~sa+s~t~3x~t~+.~r,a~w~wx~~+~+tf~+rx•
FLOW PROCESS FAOM NODE 151.90 TO NODE 151.90 IS CODE = 1
_'_"____'_' __"___'__"___"_"'_'_____'__"__"_'______"_'__'
»»>DESIGNATE INDEPENDENT STREAM FOR CONFLOENCE««<
»»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALOES««<
__TOTAL NUMBER OF STREAMS = _3______________________'____-__'____------____'
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE:
TIME OF CONCENTRATION(MIN.) = 11.37
RAINFALL INTENSITY(INCH/HR) = 3.29
TOTAL STREAM AREA(ACRES) = 9.20
PEAK FLOW RATE(CFS) AT CONFLUENCE = 11.25
~ - ** CONFLUENCE DATA *•
STREAM RONOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 96.36 12.29 3.108 16.60
' 2 9.95 19.13 2.878 2.10
3 11.25 11.37 3.249 9.20
xx»~xw~.a.w+.s+s++a+~i+s+st++si+iWARNING***++*ast:sa~.:N+rx.+wwwx~t+si+>~a
, ZN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED
ON THE ACFCbWCD FORMULA OF PLATE 0-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARZLY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
~xs.:+..s++.+~~~.+++x:..xx•.+~sw:.w.a.x.+.....:.:•:~.....i+x+.+~•::+.s+...+x+
, RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 3 STREAMS.
" PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
, NUMBER (CFS) (MIN.) (TNCA/HOUR)
1 58.12 11.37 3.244
2 61.94 12.29 3.708
3 57.87 19.13 2.876 ~
,' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAR FLOW RATE(CFS) = 61.94 Tc(MIN.) = 12.29
TOTAL AREA(ACRES) = 22.90
LONGEST FLOWPATH FROM NODE 167.50 TO NODE 151.90 = 1590.00 FEET.
.+....+.+>».....+.+.+.i+.+~...~.:.*::.+.+.+++:~rs+.+.+...~:.~.:~:+.:++:.+s.+a.+
,-
Page 13 of 15
'
N
,
'
LJ
,
354100PR.RES
FLOW PROCESS FROM NODE 151.90 TO NODE 150.90 IS CODE = 31
'_'_""________"'_'____'_"'______"_____'___"' '_'
»>»COMPUTE PIPE-FLOW TRAVEL TIME THRU SUeAREA««<
_-»»>USING-COMPUTER=ESTiMATED-PIPESIZE-(NON-PRESSURE-FLOW)««<-----------
ELEVATION DATA: UPSTREAM(FEET) = 1111.00 DOWNSTREAM(FEET) = 1101.00
FLOW LENGTH(FEET) = 1000.00 MANNING'S N= 0.019
DEPTH OF FLOW IN 42.0 INCH PIPE IS 30.8 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 8.13
ESTIMATED PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 61.99
PIPE TRAVEL TIME(MIN.) = 2.05 Tc(MIN.) = 19.39
LONGEST FLOWPATH FROM NODE 167.50 TO NODE 150.90 = 2590.00 FEET.
~ +.+.++x..~~.~+.++...r+x++a~~~+~i~.+~+..~x+~x..+++w.~.++x+.x.~>+>+ry...xxra.x.
FLOW PROCESS FROM NODE 150.90 TO NODE 150.90 IS CODE = 1
' __»»>DESIGNATE-INDEPENDENT-STREAM-FOR-CONFLUENCEG«<----------------------
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR IN~EPENDENT STREAM 1 ARE:
' TIME OF CONCENTRATION(MIN.) = 19.39
RAINFALL INTENSITY(INCH/HR) = 2.86
TOTAL STREAM AREA(ACAES) = 22.90
PEAK FLOW RATE(CFS) AT CONFLUENCE = 61.49
' t.++x:~.~~:~..+..r+a•~:•~t~a.y~.asx+>:~t+~:s.>.~.t+..:~.t.s+...«+.+s++.>...+:~+«
FLOW PROCESS FAOM NODE 151.50 TO NODE 751.00 IS CODE = 21
»»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««<
' _------"ASSUMED INITIAL SUBAREA UNIFORM3====='____________________________'
DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE)
TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2
INITIAL SUBAREA FLOW-LENGTH = 1000.00
' UPSTREAM ELEVATION = 1129.00
DOWNSTREAM ELEVATION = 1092.82
ELEVATION DIFFERENCE = 31.18
TC = 0.393*[( 1000.00**3)/( 31.18)]•'.2 = 12.950
100 YEAR RAINFALL INTENSZTY~1NCH/HOUR) = 3.085
' USER-SPECIFIED RUNOFF COEEFICZENT = .7859
SOIL CLASSIFICATION IS "B"
SOHAREA RUNOFF(CFS) = 21.58
TOTAL AREP.(ACRE51 = 8.90 TOTAL R[]NOFF(CFS) = 21.58
' +.+....~:>:~i.+.r+.~.a..+~~•x.....+.:.+:~wx..s+.:~x+s.•>:x~xxx..>+.sx.+x+xx+:
FLOW PROCESS FROM NODE 151.00 TO NODE 150.90 IS CODE = 31
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<c«G
»»>USING COMPUTEA-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) ««<
' ELEVATION DATA:3UPSTREAM(FEET) = 1101 00 ~OWNSTREAM(FEET) = 1100 80
FLOW LENGTH(FEET) = 20.00 MANNING'S N= 0.014
DEPTH OF FLOW IN 30.0 INCH PIPE IS 19.6 INCHES
' PIPE-FLOW VELOCITY(FEET/SEC.) = 6.39
ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OE PIPES = 1
PIPE-FLOW(CFS) = 21.58
PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 12.50
LONGEST FLOWPATH FROM NODE 151.50 TO NODE 150.90 = 1020.00 FEET.
' x.++.....t++xx+s...».s....x.+:.x.x...+•a.+x~+x+s+•+.++>+s~w+~.x..xx.x:~x..+:x
FLOW pROCESS FROM NODE 150.90 TO NODE 150.90 IS CODE = 1
_____"_'_" _""_"__'________""'______'___"""'_"_____"_____
»»>DESIGNATE INDEPEN-ENT STREAM FOR CONFLUENCE««<
' --»>==AND-COMPUTE-VARIOUS CONFLUENCED-STREAM-VALUES«Ga=-------------------
TOTAL NUMHER OF STREAMS - 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ~
TIME OF CONCENTRATION(MIN.) = 12.50
' RAINFALL INTENSITY(INCH/HR) = 3.08
TOTAL STREAM AREA(ACRES) = 8.90
PEAft FLOW RATE(CFS) AT CONFLOENCE = 21.58
I ,
*' CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
//
Page 14 of 15
'
354100PR.RES
~ NOMBER (CFS) (MIN.j (INCH/HOUR) (ACAE)
1 61.99 19.39 - 2.855 22.90
' **** 2 21:58 12.50 - 3.078 8.90
...+:.xxxxxx...>++:.~xxxx+...WARNING**"****x.++~xxx...++i.+++.+.....w
IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASEO
ON THE RCFCSWCD FORMULA OF PLATE D-1 AS DEFAULT VALUE. THIS FORMULA
, WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
++•+.........+:+.+~++ifi..+:x.x~:~+..•++++~..+>+x++w.+...:.~.xxxx.~~x.+.x.
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
' }ONFLUENCE FORMULA USED FOR 2 STREAMS.
* PEAK FLOW RATE TAeLE **
STREAM RUNOFF TC INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
' 1 75.17 12.50 3.078
2 81.46 19.39 Z.855
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = H1.96 Tc(MIN.) = 19.34
' TOTAL AREA(ACRES) = 31.80
LONGEST FLOWPATH FROM NODE 167.50 TO NODE 150.90 = 2590.00 FEET.
:~~:>:~t~+r+i~s+s~x+~.:~trw~+s+t:r+x:~~~~+as+~~:~w~~+~+~rx++:~:x:~:~iatra~ri.xxa:•
FLOW PAOCESS FROM NODE 150.90 TO NODE 150.00 IS CODE = 31
~ '__"_______"___'_"_____'_'____"______'____"_'_____'__"______'_"____"
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««<
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PAESSORE FLOW) ««<
' ELEVATION DATA~ UPSTREAM(FEET) = 1092 82 DOWNSTREAM(FEET) = 1092 40
FLOW LENGTH(FEET) = 90.00 MANNING'S N= 0.014
DEPTH OF FLOW IN 95.0 INCH pIPE IS 35.2 ZNCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 8.79
ESTIMATED PIpE DIAMETER(INCA) = 95.00 NUMHER OF PIPES = 1
' PIPE-FLOW(CFS) = 81.96
PIPE TRAVEL TIME(MIN.) = 0.08 Tc(MIN.) = 19.41
LONGEST FLOWPATH FROM NODE 167.50 TO NODE 150.00 = 2580.00 FEET.
_____________________________'______--_'__________-__-______________________
EN~ OF STUDY SOPSIARY:
, TOTAL AREA(ACRES) = 31.80 TC(MIN.) = 19.91
PEAK FLOW RATE(CFS) = 81.96
__'__~n=~===_______"'_________"_-____-_'~_____________"-_________________
END OF RATIONAL METHO~ ANALYSIS
' 1
I ,
I '
I '
I '
I '
'
!/
'
Page 15 of 15
r-,
~
'
35410PR.RES
...,...,,,>...,,..,,.,» .............>.,.>..,>..>..,>.,,.>.>...,>,......,.,,
' RATIONAL METHOD HYDROLOGY COMPUTER pROGRAM BASED ON
RIVEASIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT
(RCFCSWCD) 1978 HYDROLOGY MANUAL
(c) Copyright 7982-2000 Advanced Engineering Software (aes)
~ Ver. 1.SA Release Date: O1/O1/2000 License ID 1269
II , Analysis prepaied by:
RBF 6 Associates
li ^ 14725 Alton Paskway
Itvine, CA 92618
FILE NAME: 35910PR.DAT
TIME/DATE OF STUDY: 09:91 09/25/2001
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
USER SPECIFIED STORM EVENT(YEAR) = 10.00
SPECIFIED MINIMOM PIPE SIZE(INCH) = 18.00
SPECIFIED PERCENT OF GRA~IENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.55
10-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 2.360
10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 0.880
100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUA) = 3.980
100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.300
SLOPE OF 10-YEAR INTENSITY-DURATZON CURVE = 0.5505732
SLOPE OF 100-YEAR INTENSITY-DURATION CURVE = 0.5995536
COMPUTED RAINFALL INTENSITY DATA:
STORM EVENT = 10.00 1-HOUR INTENSITY(INCH/HOUR) = 0.889
SLOPE OF INTENSITY DURATION CURVE = 0.5506
RCFCfiWCD HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD
NOTE: COMPUTE CONFL-ENCE VALUES ACCOADING TO RCFCSWCD HYDROLOGY MANUAL
AND IGNORE OTHER CONFLUENCE COMBINATIONS FOR DOWNSTREAM ANALYSES
*USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL'
HALF- CROWN TO STAEET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING
WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIAE FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
1 30.0 20.0 0.018/0.018/0.020 0.67 2 00 0.0313 0 167 0 0150
GLOBAL STREET FLOW-DEPTH CONSTRAINTS:
1. Relative Flow-Depth = 0.00 FEET
' as (Maximum Allowable Street Flow Depth) -(TOp-of-CUrb)
2. (Depth)*(velocity) Constraint = 6.0 (FT*FT/S)
`SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY pIpE.*
++~+~+~~~.~~wf++++f+fr~+~++st.t>~x:~:~•+++i++~+a:~tts.x~~:+.t~t.+++~xs+r+x+++xx
FLOW PROCESS FROM NODE 167.50 TO NOOE 167.00 IS CODE = 21
»»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««<
ASSUMED INITIAL SUBAREA UNIFORM 3
DEVELOPMENT IS COMMERCIAL
TC = K*[(LENGTH**31/(ELEVATION CHANGE)]"*.2
INITIAL SUBAREA FLOW-LENGTH = 550.00
UPSTREAM ELEVATION = 1120.00 '
DOWNSTREAM ELEVATION = 1115.00
ELEVATION DIFFERENCE = 5.00
TC = 0.303!(( 550.00•*3)/( 5.00)]*'.2 = 9.683
~ 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.926
USER-SPECIFIED RUNOFF COEFFICIENT = .8729
SOIL CLASSIFICATION ZS "B"
SUSAREA RUNOFF(CFS) = 12.07
TOTAL AREA(ACRES) = 5 JO TOTAL RUNOFF(CFS) = 12.07
.~xxa..s+..+~.>+.~..+•+..+.a•~x~:~x«i+srs+w+x.«it+.w•~~.,'..~sxsx+x~x~.•:~ax•xr:
FLOW PROCE55 FROM NODE 167.00 TO NODE 165.00 ZS CODE = 31
"_______"""__""""____"'____'_"_________'_'_'_'____'___'__'__""'_
»»>COMPUTE PIPE-FLOW TAAVEL TIME THRU SUBAREAG««
>»»USIN6 COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) «<G<
!J'C
Page 1 of 15
,
, 35410PR.RES
ELEVATION DATA: UPSTREAM(FEET) = 1115.00 DOWNSTREAM(FEET) = 1111.00
FLOW LENGTH(FEET) = 378.00 MANNING'S N= 0.014
DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.6 INCHES
' PIPE-FLOW VELOCITY(FEET/SEC.) = 5.60
ESTIMATEO PIpE DIAMETER(INCH) = 29.00 NUMBER OF PIPES = 1
. PIPE-FLOW(CFS) = 12.07
PIPE TRAVEL TIME(MIN.) = 1.12 Tc(MIN.) = 10.81
, LONGEST FLOWPATH FROM NODE 167.50 TO NODE 165.00 = 928.00 FEET.
:.++:~.~.~+~+:~a+.+...+..:x.s.+s:++.+~.fs:+~:.+..s++x....:++x~:s:x+s::xxxxxx.x
. FLOW PROCESS FROM NODE 165.00 TO NODE 165.00 IS CODE = 1
.
~. ~ ____'____""' '_'___'_____'_'_'____"______'____"_____"'____
»»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««G
_'__-_-'-_____'_-"____________________'______
'________________-____-______-
TOTAL NUMBER OF STREAMS = 2
' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
I
~ TIME OF CONC6NTRATION(MIN.) = 10.81
RAINFALL INTENSITY(INCH/HR) = 2.28
TOTAL STREAM AREA(ACRES) = 5.70
I PEAK FLOW RATE(CFS) AT CONFLUENCE = 12.07
>+~+xr.+x+x+s~tt++:Nxix~r~+s+~a+:~~>rx~ii~+s++ir.~~»~wx+.~~«i~:.:+:>:+>:~+x+x
' FLOW PROCESS FROM NODE 166.50 TO NODE 166.00 IS CODE = 21
»»>RATIONAL METHOD INITIAL SUHAREA ANALYSISGG«<
_______'_'_______________'~-_-_______________'_________-______-_--_-_-_-__-_
ASSUMED INITIAL SUBAREA UNIFORM
' DEVELOPMENT IS COMMERCIAL
TC = R*[(LENGTH**3)/(ELEVATION CHANGE)] " .2
INITIAL SUBAREA FLOW-LENGTH = 700.00
UPSTREAM ELEVATION = 1115.30
DOWNSTREAM ELEVATION = 1111.20
' ELEVATION DIFFERENCE = 9.10
TC = 0.303*[( 700.00**3)/( 9.10)]*•.2 = 11.694 ~
10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.192
' USER-SPECIFIED RUNOFF COEFFICIENT = .8709
SOIL CLASSIFICATION IS "B"
SIIBAREA RUNOFF(CFS) = 1.53
TOTAL AREA(ACRES) = 0.80 TOTAL RUNOFF(CFS) = 1.53
>:x:~ixis~s>~rxt;r+y+rx+~s~~~~~~xtx++t+fx:tx~x~~+x~ste>~x~~+sas:++s:++:~~+e~
' FLOW PROCESS FROM NODE 166.00 TO NODE 165.00 IS CODE = 31
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRO SUBAREA««<
»»>USING COMPOTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)G««
' ELEVATION DATA: UPSTREAM(FEET) = 1111 20 DOWNSTREAM(FEET) = 1110.B0
FLOW LENGTH(FEET) = 80.00 MANNING'S N= 0.014
ESTIMATE~ PIPE DIAMETER(INCH) INCREASED TO 18.000
DEPTH OF FLOW IN 18.0 INCH PIPE IS 6.7 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 2.52
~ ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 1.53
PIPE TRAVEL TIME(MIN,) = 0.53 Tc(MIN.) = 12.17
' LONGEST FLOWPATH FROM NODE 166.50 TO NODE 165.00 = 780.00 FEET.
:i+++x~:~~~w~:s~++~>:~~~~ix~.+f++>w~~:a~~s~ea~a:se+~a+s+ex~~~r+s+~x~~>*~~.~>+a•
FLOW PROCESS FROM NODE 165.00 TO NODE 165.00 IS CODE = 1
___"'______'_"__"_'_______"_'_"_'__'___
_"_'__"__'___"_____""'_""
»>»DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««<
' »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««<
_--__'_-_-____--'~'____________~'_________
______'_____-___--____-_'_----_--
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 12.17
' RAINFALL INTENSITY(INCH/HR) = 2.14
TOTAL STAEAM AREA(ACRES) = 0.80
PEAK FLOW RATE(CFS) AT CONFLOENCE = 1.53
•* CONFLUENCE DATA i*
' STREAM RUNOFF Tc INTENSITY AREp
NUMHER (CFS) (MIN.) (INCH/HOOR) (ACRE)
1 12.07 10~.81 2.289 5.70
~ 2 1.53 12.17 2.139 0.80 ~~
Page 2 of 15
11
, .'
'
'
'
1
35410PR.RES
•~x+>::+~++~,~~w+++x~+~*t+:x+~+~~~WAftNING*+s+~s+~xw+++asf+.sxw++xwxw~xwxxxx
IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE U56D IS BASED
ON THE RCFCEWCD FORMULA OF PLATE D-1 AS DEFAULT VALUE. THIS FORMULA -
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OE' PEAK FLOW.
~x.x.i+...xr...+...+.xx+:+xx:~:~,:~x+:+.+.*:.:xxx..+:t:x~x.:+...+.++.++.«:.+>.
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONELUENCE FORMULA USED FOR 2 STAEAMS.
*' PEAK FLOW RATE TAHLE *•
STREAM RUNOFF TC INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 13.43 10.81 2.289
2 12.83 12.17 2.139
COMPUTED CONFLUENCE ESTIMATES ARE AS £OLLOWS:
' PEAK FLOW RATE(CFS) = 13.43 TC(MIN.) = 10.81
TOTAL AREA(ACRES) = 6.50
LONGEST FLOWPATH FROM NODE 167.50 TO NODE 165.00 = 928.00 FEET.
.i..+.>.++.++a:~+x+.r...+.:+r,++s++s+»xx~xx:xx.s.x>..:.....r++..+.s.+w..x.x.+.
' __FLOW_PROCESS_FROM NODE 165.00 TO NODE 160.00 IS CODE = 31
'_____"__'_""_"________'_"'_____'_"__"_"___'_____'___
»»>COMPUTE PIPE-FLOW TAAVEL TIME THRU SUBAREA««<
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) ««<
' ELEVATION DATA: UPSTREAM(FEET) = 1110 80 DOWNSTREAM(FEET) = 1109.80
FLOW LENGTH(FEET) = 55.00 MANNING'S N= 0.014
DEPTH OF FLOW IN 21.0 INCH PIPE IS 15.8 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = fi.94
ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMHER OF PIPES = 1
' PIPE-FLOW(CFS) = 13.43
PIPE TRAVEL TIME(MIN.) = 0.13 TC(MIN.j = 10.94
LONGEST FLOWPATH FROM NODE 167.50 TO NODE 160.00 = 983.00 FEET.
' ...+~:~:+:+~a+..~:.....+s.+sx+>s.~>:.a.~:.::.t....>.+::.s++~x++x++.+.:.+..+~.
FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 10
»»>MAIN-STREAM MEMORY COPIED ONTO MEMORY HANK # 1 ««<
+.x...~.+..x.x>::~xxxxx+x+.:.xx.+>..:..::.....x.+..e+:.+:xx..>r.+.....:~.x.tx:xx
FLOW PROCESS FROM NODE 169.50 TO NODE 164.00 IS CODE = 21
___"'___'_"_'_"'_______"______"__'______"'__"______'_"___"_'_____'_
»>»RATIONAL METHOD INITIAL SUHAAEA ANALYSISGG«<
_"'__~'_a________________'~'~_"n=__=_______'__-_______'_'____--___________
ASSUMED INITIAL SUHAREA UNIFORM ,
DEVELOPMENT IS COMMERCIAL
TC = K*[(LENGTH**3)/(ELEVATION CAANGE)]*•.2
INITIAL SOBAREA FLOW-LENGTH = 700.00
OPSTREAM ELEVATION = 1116.00
DOWNSTREAM ELEVATION = 1110.60
ELEVATION DIFFERENCE = 5.90
TC = ~.303'(( 700.00**3)/( 5.90)]**.2 = 11.020
10 YEAR RAINFALL INTENSITY(INCH/HOURJ = 2.260
OSER-SPECIFIED RUNOFF COEFFICIENT = .8715
SOIL CLASSIFICATION IS "E"
SUBAREA RUNOFF(CFS) = 1.38
TOTAL AREA(ACRES) = 0.70 TOTAL RUNOFF(CFS) = 1.38
.i:.>+......++:+:>~+~.x+xxt.z.x:.>.+..».~:..x.....x~x.xx......+.++r..~x.+>+
FLOW PROCESS FROM NODE 164.00 TO NODE 169.00 IS CODE = 1
»»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««<
_______'___~~________________"_"'_~__-_____'_'_______'___'__'_'-_"'-_-__
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USE~ FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 11.02
RAINFALL INTENSITY(INCH/KR) = 2.26
TOTAL STAEPSf AREA(ACRES) = 0.70
PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.38
.x..+.rr..++.+x.x~:~•x:~.~.~xx.x.~.~xw...++..s.x~t...+..x++.:x~.~x~xx.xxxx+:xx*x
FLOW PROCESS FROM NODE 163.50 TO NODE 163.00 IS CODE = 21
~
Page 3 of 15
'
,1
'
'
'
35410PR.RES
»»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««<
___------ASSUMED INITIAL SUBAREA UNIFORM ___________________________________
DEVELOPMENT IS COMMERCIAL
TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2
INITIAL SUBAREA FLOW-LENGTH = 900.00
UPSTREAM ELEVATION = 1120.00
DOWNSTREAM ELEVATION = 1116.00
ELEVATION OIFFERENCE = 9.00
TC = 0.303*[( 900.00'*3)/( 9.00)]'+.2 = 8.369
10 YEAR RAINFALL INTENSITY(INCN/HOUR) = 2.630
USER-SPECIFIEO RUNOFF COEFFICIENT = .8799
SOIL CLASSIFICATION IS "B"
SOHAREA RUNOFF(CFS) = 5.29
TOTAL AREA(ACRES) = 2.30 TOTAL RUNOFF(CFS) = 5.29
' +r.xx~+++>sx:~xx~~.taxr+x~ssx~~xx+:~xx~.++s~x~xixss*:x~r+ssx+x:+~x~x+i~:~~+xx++•
FLOW PROCESS FROM NODE 163.00 TO NODE 169.00 IS CODE = 31
»»>COMPOTE PIPE-FLOW TRAVEL TIME THRO SUBAREA««<
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) ««<
' ELEVATION DATA: UPSTREAM(FEET) = 91116.00 DOWNSTREAM(FEET) = 1115.80
FLOW LENGTH(FEET) = 20.00 MANNING'S N= 0.019
DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.97
' ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 5.29
PIPE TRAVEL TIME(MIN.) = 0.07 TC(MIN.) = 8.94
~ LONGEST FLOWPATH FROM NODE 163.50 TO NODE 169.00 = 920.00 FEET.
' •+x..+~+>.+a+.:~~.~+i~.f.ess~.x•~,:~,x..+.xt~.~+.+x:x~++.++:~~.i+.++~:+>+~s~~:+~:x+
FLOW PROCESS FROM NODE 169.00 TO NODE 169.00 IS CODE = 1
»»>DESIGNATE INDEPEN~ENT STREAM FOR CONFLOENCE««<
' -____»AND-COMPUTE_VARIOUS-CONFLUENCED-STREAM VALUES___«-------------------
TOTAL NOMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION~MIN.) = 8.99
' RAINFALL ZNTENSITY(INCH/HR) = 2.62
TOTAL STREAM AAEA(ACRES) = 2.30
PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.29
"• CONFLUENCE DATA '*
' STREAM RONOFF Tc INTENSITY AREA
NUMHER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 1.38 11.02 2.260 0.70
2 5.29 8.94 2.617 2.30
' ta+a~~.r~:~.asy:~~+s+:~+~.++~.+i+a~~f+~WARNING~~r«t~:~+ts+:xwxx++~+++x~.:rxarix~x:~
IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALOE USED IS BASED
ON THE RCFCSWCD FORMULA OF PLATE D-1 AS DEEAULT VALUE. TAIS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAA FLOW.
' :+:~.w»+r,:+t:x>~xwxw.~+.a:f.+:xwxww~*t:~.x+wxx+xwr:s~xxx~s+>~:rxrr.wa+.i+.s+~a
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
*' PEAK FLOW RATE TAHLE **
' STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOi1R)
1 6.39 8.94 2.fi17
2 5.94 11.02 2.2fi0
, COMPOTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 6. 34 Tc(MIN.) = 8.49
TOTAL AREA(ACRES) = 3.00
LONGEST FLOWPATH FROM NODE 164.50 TO NODE 169.00 = 700
00 FEET
'
1l4Rl1:#n~k+!*}:'fT1hRilh*41f:l41FTf .
.
1:M4#Y***#f+Mk}f:fi+*~.l1Yff}#f:l4Yi#ii'k*i*4k#k1f*
FLOW PROCESS FAOM NODE 169
___'___' '_'_'_"_______ .00 TO NODE 160.00 IS CODE = 31
"'_'_"___'
'
»»>COMPOTE PIPE-FLOW TRAVEL
»»>USING COMPUTER-ESTIMATED __________"____'____'_"__""_'
TIME THRU SUHAREAG«a<
PIPESIZE (NON-PRESSURE FLOW)<G«<
Page 4 of 15
'
21
!
1
'' '
~
35410PR.RES
ELEVATION DATA: UPSTREAM(FEET) = 1115 BO DOWNSTREAM(FEET) = 1115.60
FLOW LENGTH(FEET) = 20.00 -MANNING'S N= 0.019
DEPTH OF FLOW IN 18.0 INCH PIPE IS 13.1 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 4.62
ESTIMATED PIPE OIAMETER(INCH) = 18.00 NUMBER OF PIPES = 7
PZPE-FLOW(CFS) = 6.34
PIPE TRAVEL TIME(MIN.) = 0.07 TC(MIN.) = 8.51
LONGEST FLOWPATH FROM NODE 164.50 TO NODE 160.00 = 720.00 FEET.
1*k4Y+*iii#1+**+*#***k4i1f#i*#tYY+*i}#}Ttif}f**4#*ii+}!S!*+i#*}*T*xk*k*~*+if
' FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 11
"_"_'__'________'____'__"'________"_'______'_____"_"__________________
__»»>CONFLUENCE MEMORY HANR # 1 WITH THE MAIN-STREAM MEMORY««<
' ** MAIN STREAM CONFLUENCE DATA **
STREAM RUNOFF TC INTENSITY AREA
NUMBER (CFS) (MZN.) (INCH/HOUR) (ACRE)
1 6.34 8.51 2.605 3.00
LONGEST FLOWPATH FROM NODE 164.50 TO NODE 160.00 = 720.00 FEET.
' ** MEMORY BANA # 1 CONFLUENCE DATA **
STREAM RUNOFF TC SNTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 13.93 10.94 2.269 6.50
' *LONGEST FLOWPATH FROM NODE 167.50 TO NODE 160.00 = 983.00 FEET.
~~:x*e~s>ax:~xr::w~x~ssxxxx.~:~:~x+WARNINGxxx+rx>:izx>+~xrr~+i~si~+~~~s~s~~x
IN THIS COMPUTER PROGRAM, THE CONFLOENCE VALUE USED IS BASED
ON THE RCFCdWCD FORMULA OF pLATE D-1 AS DEFAULT VALUE. THIS FORMULA
' WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF pEAK FLOW.
.:r.....s+rx>.x:~r.x~.•~+..+.+++++•:~a...+:+x•s+..x:~:xs+..:e~~+...~.....xxsx.
** PEAA FLOW RATE TABLE *~" ~
' STREAM AUNOFF TC INTENSITY
NUMBEA (CFS) (MIN.) (INCH/AOUR)
1 16.79 8.51 2.605
2 18.95 10.99 2.269
' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 18.95 Tc(MIN.) = 10.99
TOTAL AREA(ACRES) = 9.50
x.s:.•:s~.t++....+xt+>~;~.t.r...aiw+:exx:~t+x.:~x...xa:~.>.+..+•k+•w+~«axxtx~•>
' -_FLOW-PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 12
'___"___________"'_____"'_____'_'_'______'______'___""_"_"_'
»>»CLEAR MEMORY HANK # 1 ««G
1 •xx.~w+++..s~~.x+~.x.axx.•s++++::~ra.aasxaxx~+y.::«x..:~+:ft+.r+*s:x~+:+:.~+x+.
FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 10
»»>MAIN-STAEAM MEMORY COPIED ONTO MEMORY BANK # 1 G««
' +•~:~.:x..>.+..ss>:~~~:tta.e..+•.x:~t......+~.x~+.+++....+:.........+..:..+>..>+
FLOW PROCESS FROM NODE 160.00 TO NODE 160.00 IS CODE = 13
_'_""_"'_'____"'___'_'____"________'__'__""'_'_'___'____""""_"__
' »>»CLEAA THE MAIN-STREAM MEMORY««<
ax+xx•+x~.x..xx:r+~.+>xxxx.er>~x+s+:.xx>x+~~.i~~>::~.~.s~::~t...a+s:•x~+«~x~+:~
FLOW PROCE55 FROM NODE 162.50 TO NODE 162.00 IS CODE = 21
' _"__'_________"'_"'_____""'_'__""_'_'_'____""_"_____________
¢=»»>RATIONAL METHOD-INITIAL-SUBAREA-ANALYSIS««G------------------------
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS COPPdERCIAL
' TC = K'((LENGTH"3~/(ELEVATION CHANGE)]**.2
INITSAL SUHAREA FLOW-LENGTH = 270.00
OPSTREAM £LEVATION = 1112.50
DOWNSTREAM ELEVATION = 1110.80
' ELEVATZON DIFFERENCE = 1.70 ~
TC = 0.303*[( 270.00•'3V ( 1.70)]**.2 = 7.890
Page 5 of 15
1
35410PR.RES
10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.725
USER-SPECIFIED RUNOFF COEFFICIENT = .8750
SOIL CLASSIFICATION IS "B"
SUSAREA RONOFF(CFS) = 1.91
TOTAL AREA(ACRES) = 0.80 TOTAL RONOFF(CFS) = 1.91
::~•+:.x:~:.:.xx:~~...:......s..s........:.+x:+x.x+x+..+x:xx+x.x~~.i.xx++.++s..+
FLOW PROCESS FAOM NODE 162.00 TO NODE 162.00 25 CODE = 1
'___'________"'_"'_'_'_______'_'___'______________"_____
»»>DESIGNATE INDEPENDENT STREAM EOR CONFLUENCE««<
==TOTAL NUMBER OF STREAMS=- =2---------------'-________'____"_"_"'_______
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 7.89
RAINFALL INTENSITY(INCH/HR) = 2.73
TOTAL STREAM AREA(ACRES) = 0.80
PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.91
•:::~~taxx~~x+x+ii~xx~rr,a~~wxs~sxraxx~.r+ssx~x:~~x:x+~s+s<::>:~:x:x:xx~s+i+air•
FLOW PROCESS FROM NODE 161.50 TO NODE 161.00 IS CODE = 21
»»>RATIONAL METHOD INZTIAL SUBAREA ANALYSIS«<G<
____=====ASSUMED INITIAL SUBAREA UNIFORM='===_______'_________________'__'__
DEVELOPMENT IS COMMERCIAL
TC = R*[(LENGTH"3)/(ELEVATION CHANGE)]°*.2 .
INITIAL SUBAAEA FLOW-LENGTH = 365.00
UPSTREAM ELEVATION = 1120.00
DOWNSTREAM ELEVATION = 1116.00 '
ELEVATION DIFFERENCE = 9.00
TC = 0.303*[( 365.00**3)/( 9.00)]**.2 = 7.917
10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.711
OSER-SPECIFIED RUNOFF COEFFICIENT = .8749
SOIL CLASSIFICATION IS "B"
SUBAREA RUNOFF(CFS) = 4.51
TOTAL AREA(ACRES) = 1.90 TOTAL RUNOFF(CFS) = 4.51
•~+:~::x:~+~i~rairs>*s>~x+swxs+~~s:s:r~.+x~~ss.i~>+r:x:r+air~w+st+t++is+r~ai++x+
FLOW PROCESS FROM NODE 161.00 TO NODE 162.00 IS CODE = 31
_"____'_"'___________"'___""'__'_"_______'_"'____'_'_"'_'_"___"___
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA«<GG
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)«G«
ELEVATION DATA: UPSTREAM(FEET) = Sll6.00 DOWNSTREAM(FEET) = 1112 00
FLOW LENGTH(FEET) = 15.00 MANNING'S N= 0.014
ESSIMATED PZPE DIAMETER(INCH) INCREASED TO 18.000
DEPTH OF FLOW IN 18.0 INCH PIPE IS 9.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 14.27
ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 9.51
PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 7.93
LONGEST FLOWpATH FROM NODE 161.50 TO NODE 162.00 = 380.00 FEET.
.xw..+:~x..x..++.+..:...:......:~~s..x+x:..++.s++sx..++x+...+xxx:>.x.xx:x+s..sx
FLOW PROCESS FROM NODE 162.00 TO NODE 162.00 IS CO~E = 1
__'_____'_" '___"__'_____"_____"""____""""_'_""______
>»»DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««<
»»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES«GG!
-'TOTAL NUMBER OF STREAMS -__z=='~=___-_____'_"__________'~______"__"__'_
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 7.93
RAZNFALL INTENSITY(INCH/AR) = 2.71
TOTAL STREAM AREA(ACRES) = 1.90
PEAK FLOW RATE(CFS) AT CONFLOENCE = 9.51
*' CONFLUENCE DATA **
STREAM RUNOFF TC INTENSITY AREA
NUMHER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 1.91 7.89 2.725 0.80
2 9.51 7.93 2.707 1.90
xx:+~+xsixixaia:~xxsixxt+r+xfxss~sWARNINGx~x~«:~x+~+x~rrswrsx+s:~~xx~+~~~:•
IN THIS COMPUTER PROGAAM, THE CONFLUENCE VALUE USED IS HASEO
ON THE RCFCSWCD FORMULA OF PLATE D-1 AS DEFAULT VALUE. THIS FORMULA
v `
Page 6 of 15
'
il' 35410PR.RES
. WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF pEAK FLOW.
~ ..~r..++:~+~.:~.>+.sx>:r.++>+.:..x+.::+.+.+.+.....x.+:+~x:~x.~x+.as+.+..~++..
~ , RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
i
I ** PEAK FLOW RATE TABLE *'
STREAM RUNOFF Tc INTENSITY
' NUMBER (CFS) (MIN.) (INCH/HOUR)
1 6.36 7.84 2.725
2 6.40 7.93 2.707
' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
' PEAK FLOW RATE(CFS) = 6. 40 Tc(MIN.) = 7.93
TOTAL AREA(ACRES) = 2.70
LONGEST FLOWPATH FROM NODE 161.50 TO NODE 162.00 = 380.00 FEET.
I !4l'Fff#*1h'.l1:S~.lTT1:#1}T~lk*1*#*1*f~ *i*1#1*}#*1:fif:i*i*ii}*}i#i**}:lkA#1f+'MY#*1#**#
1 FLOW PROCESS FAOM NODE 162
_"___'___'__'_"' .00 TO NOOE 160.00 IS CODE = 31
'_______
'__'______
'_
»»>COMPUTE PIPE-FLOW TRAVEL _
______________
TIME THRU SUBAREA««<
--»»>OSING-COMPOTER-ESTIMATED =PIPESIZE-(NON=PRESSURE-FLOW) ««<--_--__----
' ELEVATION DATA: UPSTREAM(FEET ) = 1112.00 DOWNSTREAM(FEET) = 1110.00
FLOW LENGTH(FEET) = 20.00 MANNING'S N= 0.019
I ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000
DEPTH OF FLOW IN 18.0 INCH P IPE IS 6.5 INCHES
' PIPE-FLOW VELOCITY(FEET/SEC.) = I1.10
ESTSMATED PIPE DIAMETER(INCH) = 18.00 NUMHER OF PIPES = 1
PIPE-FLOW(CFS) = 6.90
PIPE TRAVEL TIME(MIN.) = 0. 03 Tc(MIN.) = 7.96
' LONGEST FLOWPATH FAOM NODE 161.50 TO NODE 160.00 = 400.00 FEET.
xs:+xx>xx~:++:~:x:~.x>.x+•.:>•~: :~.:~+x~•~.~...+x..•~~•~x.~r+..~.x++:x+:~+++:+x:
FLOW PROCESS FROM NODE 160 .00 TO NODE 160.00 IS CODE = 11
' _"""'__'_'__""'_"_"_"__
--»»>CONFLUENCE-MEMORY-BANK-# ___"________'_"'_______'__"__""'__"'__'
-1_WITH THEaMAZN=STREAM-MEMORY-__-<----------
** MAIN STREAM CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
' NUMHER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 6.90 7.96 2.702 2.70
LONGEST FLOWPATH FROM NODE 161.50 TO NODE 160.00 = 400.00 FEET.
*" MEMORY BANK # 1 CONFLUENC E DATA **
' STREAM RUNOFF TC INTENSITY AREA
NUMBER (CFS) (MIN.) (ZNCH/HOUR) (ACRE)
1 18.95 10.94 2.269 9.50
LONGEST FLOWPATH FROM NODE 167.50 TO NODE 160.00 = 983.00 FEET.
' +•>.•+:..:..:..+:..+..+.+++:>:. :.>WARNING•«..:.:.:~.x+.+...+.+..+.+....:x~.~•
IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED
ON THE RCFCfiWCD FORMULA OF PL ATE D-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESULT I N THE MAXIMUM VALUE OF PEAK FLOW
,
:~~+txx.x...x++xxx.xxz..x+>x.+• .
>+•x+x.+:>.:~~xx.....~..~xx:x.xxxx.xx~xx:..+
* PEAK FLOW AATE TABLE *
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
' 1 20.20 7.96 2.702
2 29.33 10.99 2.269
COMPOTE~ CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 29. 33 Tc(MIN.) = 10.99
' TOTAL AAEA(ACRES) ~ 12.20
~••~xx...:~.~++.....xx+.....».+r+ .++s+....•~....x.....:.++x:...wx...w+..«+:~,:++e
FLOW PROCESS FROM NODE 160 .00 TO NODE 153.80 IS CODE = 31
' __'__""__"""_""'________
»»>COMPUTE PIPE-FLOW TRAVEL _____""_""______"__"_""""'__"'___'
TIME THRU SUBAREA«<G<
»»>OSING COMPUTER-ESTIMATE~ PIPESIZE (NON-PRESSURE FLOW) «G«
'
ELEVATION DATA: UPSTREAM(FEET) ~ 1106.00 DOWNSTREAM(FEET) = 1102.00
FLOW LENGTH(FEET) = 590.00 MANNING'S N= 0.014
~
Page 7 of 15
,
35410PR.RES
~EPTH OE FLOW IN 33.0 INCH pIPE IS 21.8 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.83 -
ESTIMATEO PIpE DIAMETER(INCH) = 33.00 NUMBER OF PIPES ='1
PIPE-FLOW(CFS) = 29.33
PIPE TRAVEL TIME(MIN.) = 1.59 Tc(MIN.j = 12.48
LONGEST FLOWPATH £ROM NODE 167.50 TO NODE 153.60 = 1523.00 FEET.
.>...~~k..++x+:.+.+.«.+:r.::~~...:~~.+..x...>.x+.:xx:~::+++++....+..:.~x+:.+.+.
FLOW pROCESS FROM NODE 153.H0 TO NODE 153.80 IS CODE = 12
»»>CLEAR MEMORY BANK # 1 ««<
.:~xx.+x.x~xxx.s+..x•>.xx:>.x+~.xxxsasx:.+.+s+:x+.>{...>.:s:wx..+ra++...+.s..
FLOW PAOCE55 FROM NODE 153.80 TO NODE 153.80 IS CODE = 10
'_____"_'___"_""____""___'_'_'_'______'___"____'______'_'_'_"___'___
»»>MAIN-STREAM MEMORY COPIED ONTO MEMORY HANA # 1 ««G
+.*x+.x~+x.+.s:xxxxxx..+...:xxx...>.:xxa..:.:r.+a.x+..:.~.:~..+..+t..x.:.+s.
FLOW PROCESS FROM NODE 153.80 TO NODE 153.80 IS CODE = 13
'_"______'_'___'___'__"__'_'_____'____""_____'__'_________'_'____'______
»»>CLEAR THE MAIN-STREAM MEMORY««<
~~::~:+~+r.+>:::~xxx.s..x:.s:~xxx...++:xxx..x:~~.+s.•:~xz.x•r+s+..+~+x~+w:~~.•x~.
FLOW PROCESS FROM NODE 156.50 TO NODE 156.00 IS CO~E = 21
»»>RATIONAL METAOD INITIAL SOBAREA ANALYSIS«G«
z_-==_______'__________'_________"_______~_____'____'___________'_'__'_'___
ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS CONDOMINIUM
TC = R*[(LENGTH**3)/(ELEVATION CHANGE)]**.2
SNITIAL S08AREA FLOW-LENGTH = 560.00
UPSTREAM ELEVATION = 1114.51
DOWNSTREAM ELEVATION = 1111.00
ELEVATION DIFFERENCE = 3.51
TC.= 0.359*[( 560.00**31/( 3.51)]+*.2 = 12.951
30 YEAR RAINFALL ZNTENSITY(INCH/AOUR) = 2.113
USER-SPECIFIED RUNOFF COEFFICIENT = .7956
SOZL CLASSIFICATION IS "B"
SUBAREA RUNOFF(CFS) = 2.02
TOTAL AREA(ACRES) = 1.20 TOTAL RUNOFF(CFS) = 2.02
+>+xs:*:~~xxxa*xsfxx+x:xa+ax~v.a~~x:xaii+sex~.ixs~x:~xrx~~::+i~~::~i~i~+a~xs++.~i
FLOW PROCESS FROM NODE 156.00 TO NODE 154.90 IS CODE = 31
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<G«<
»»>OSING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSUAE FLOW) ««G
ELEVATION DATA: UPSTREAM(FEET) = 1110.00 DOWNSTREAM(FEET) = 1109.70
FLOW LENGTH.(FEET) = 30.00 MANNING'S N= 0.014
ESTIMATED PIPE DIAMETER(INCHJ INCREASED TO 18.000
DEPTH OF FLOW IN 18.0 INCH PIPE IS 6.5 INCAES
PIPE-FLOW VELOCZTY(FEET/SEC.) = 3.51
ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
PZPE-FLOW(CFS) = 2.02
PIPE TRAVEL TZME(MIN.) = 0.19 Tc(MIN.) = 12.59
LONGEST FLOWPATH FROM NODE 156.50 TO NODE 159.90 = 590.00 FEET.
, ~+~:.wa+s~t~~~~.ar+iri+s~~.r+x:~i+++y~++~.r~xi++~~~+ax:~ir++:+wr:+s+>~+~+~s~~ax:~
FLOW PAOCESS FROM NODE 159.90 TO NODE 159.90 ZS CODE = 1
'_"'_'_______"""'_"_______"____""___"__'_"'____'_____________'____
»»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««<
' ___-___'_______________"__-_______'_____"_____"____'~_____-_-'~~a_~'9'___
TOTAL NUMHER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 12.59
RAINFALL INTENSITY(INCH/HR) = 2.10
' TOTAL STREAM AREA(ACRES) = 1.20
PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.02
1}#i»**1t4#ti4*1ft%ik*#kTfif4#*fft1t14ff'k/fltf*tf4#M*1**yr#f!>i*f*4Rk1Rf1!*•
' FLOW PROCESS_FROM NODE 158.50 TO NOOE 158.00 IS CODE = 21
3~
'
Page 8 of 15
35410PR.RES
'
»»>RATIONAL METHOD INITIAL SOBAREA ANALYSIS««<
_-__________'_______________________'__--_-_"______'______'___________'____
ASSUMED INITIAL SUBARE~ UNIFORM
DEVELOPMENT IS COI~PSERCIAL
TC = K'[(LENGTH**3)/(ELEVATION CHANGE)7*'.2
INITIAL SUBAAEA FLOW-LENGTH = 560.00
UPSTREAM ELEVATION = 1113.50
DOWNSTAEAM ELEVATION = 1111.00
ELEVATION DIFFERENCE = 2.50
TC = 0.303*[( 560.00**3)/( 2.50)]*'.2 = 11.294
10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.235
USER-SPECIFIED RUNOFF COEFFICIENT = .8713
SOIL CLASSIFICATZON IS "B"
SUBAREA RUNOFF(CFS) = 0.97
TOTAL AREA(ACRES) = 0.50 TOTAL RUNOFF(CFS) = 0.97
+++:.+~.~a.+..++•~«~:a+•.+.x*.x.+.:•+~.i++.~+~xx++xs~:~++:.~~+~:x..s...•...x+..+
FLOW pROCE55 FROM NODE 158.00 TO NODE 154.90 IS CODE = 31
______'__'_""____"_'_'_____'_'__'_'____"'_ '_'__
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRU S[/BAREA<G«<
»»>USING COMPUTER-ESTZMATED PIPESIZE (NON-PRESSUAE FLOW) ««<
s ELEVATION DATA: UPSTREAM(FEET) = 1110 00 ~OWNSTREAM(FEET) = 1109 70
FLOW LENGTH(FEET) = 30.00 MANNING'S N= 0.014
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000
DEPTH OF FLOW IN 18.0 INCN PIPE IS 4.5 INCHES
PIPE-FLOW VELOCSTY(FEET/SEC.) = 2.86
ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMHER OF PIPES = 1
PIPE-FLOW(CFS) = 0.97
PIPE TRAVEL TIME(MIN.) = 0.17 TC(MIN.) = 11.42
LONGEST FLOWPATH FROM NODE 158.50 TO NODE 159.90 = 590.00 FEET.
.:f:+....sax>+.::~+:~+:~~x.x+s+x.++.:~:«..+.s.xxxx.+«+xx.x+x++x.si..:~.+:~.+.+..++
FLOW PROCESS FROM NODE 159.90 TO NOOE 159.90 IS CODE = 1
"_'________"_"'_______"'__""____"______"_'_'_"___""_"""_"'___
»>»DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<G«<
»»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««<
______________'___"'__-__-_-'-_~~____-__'-__-__'_____-'_-_-_______-_-_____
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 11.92
RAINFALL INTENSITY(INCH/HR) = 2.22
TOTAL STREAM AREA(ACRES) = 0.50
PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.97
*• CONFLUENCE DATA '*
STREAM RUNOFF TC INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 2.02 12.59 2.099 1.20
2 0.97 11.92 2.216 0.50
•++~x:xxwa»*+>r~,~:xx+xi~>++xx:>xWARNING~'t'sis*~.:~>s~+~,~~+s+~s+~+++fx~~++•
IN THIS COMPUTER PROGRAM~ THE CONFLUENCE VALUE USED IS BASED
ON THE RCFCSWCD FORMIJLA OF PLATE D-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXZMUM VALUE OF PEAK FLOW.
•+irxx~x+~~r:~~s~:ii:sxx+xx~:~~~x~ss+++>:~.~+~:~+u.~+s:~+++++,rt:+~ax~+xx~a++.ix
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
WNFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAR ELOW RATE TABLE **
STREAM R-NOFF TC INTENSZTY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 2.80 11.42 2.216
2 2.94 12.59 2.099
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 2.99 TC(MIN.) = 12.59 ~
TOTAL AREA(ACRES) = 1.70
LONGEST FLOWPATH FROM NODE 156.50 TO NODE 159.90 = 590.00 FE6T.
•4T1:Y}Y}x;};till:t~.lw1YY#*4*A#1:5~.l1:fl:iii>A~.lT13iYk~l~.!l11Y*k1Mf##i:!#4**IkT#!!1:#~!*k•
FLOW PROCESS £ROM NODE 159.90 TO NODE 153.90 IS CODE = 31
>»»COMPUTE pIPE-FLOW TRAVEL TIME THRU SUBAREA«<G<
32
Page 9 of 15
il
' 35410PR.RES
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW~<G«<
ELEVATION OATA: UPSTREAM(FEET) = 1109 70 DOWNSTREAM~FEET) = 1106 JO
' FLOW LENGPH(FEET) = 350.00 MANNING'S N= 0.019
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000
DEPTH OF FLOW IN 18.0 INCH PIPE IS 8.3 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 3.67
ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
' PIPE-FLOW(CFS) = 2.99
PIPE TRAVEL TIME(MIN.) = 1.59 Tc(MIN.) = 14.18
LONGEST FLOWPATH FROM NODE 156.50 TO NODE 153.90 = 940.00 FEET.
.s.+~:+.~.~•+:~t~,+++++r.+...+++~.+.:~+.i+...~.:.+....x++.xx..+.+.+x++:x:.r+>+..x•
' FLOW PROCESS FROM NOOE 153.90 TO NODE 153.90 IS CODE = 1
____""______'______'_""_______"___'___""_
______""__'________"_'___
»>»DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««<
' _________"__'______---'_'__"'_________"_____--'_-____-__'____"______-___
TOTAL NUM9ER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 AAE:
TIME OF CONCENTRATION(MIN.) = 19.18
RAINFALL INTENSITY(INCH/HR) = 1.97
TOTAL STREAM AREA(ACRES) = 1.70
, PEAR FLOW RATE(CFS) AT CONFLUENCE = 2.94
>:~i+....y+f..:a+~..~~,~+~..+...s.+>+e~,+...+..s>tx+s+++~.~x..+.•.t++:x.+x.>a+.xf
FLOW PROCESS FROM NODE 154.50 TO NODE 154.00 IS CODE = 21
' _'__"_______"_______'_"________'_'_"___"_____'___' _"
»»>RATIONAL METHOD INITIAL SUHAREA ANALYSIS«GGG
_______-___-'__'___~-_-______-_-'_'______
________________'_""_""___-____
ASSUMED INITIAL SUHAREA UNIFORM
DEVELOPMENT IS CONDOMINIUM
, TC = K*[(LENGTH**3)/(ELEVATION CHANGE)7*'.2
INITIAL SUBAREA FLOW-LENGTH = 600.00
UPSTREAM ELEVATION = 1118.00 '
DOWNSTREAM ELEVATION = 1111.00
~. ELEVATION DIFFERENCE = 7.00
~ TC = 0.359~[( 600.00**3)/( 7.00)]**.2 = 11.303
10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.228
USER-SPECIFIE~ RUNOFF COEFFICIENT = J993
SOIL CLASSIFICATION IS "B"
SUHAREA R[7NOFF(CFS) = 9.81
' TOTAL AREA(ACRES) = 2.70 TOTAL RUNOFF(CFS) = 9.B1
+.s.++x:>xxx~...s+>+s:*:..:xxxx.:+.:.x:w.....x+~.+.:s.•sxx.+...+.......++.«.+
FLOW PROCESS FROM NODE 159.00 TO NODE 153.90 IS CO~E = 31
' '_""_'_'________"'___"__'____"_'____"_"____'___'____'___"____"_____
>»»COMPUTE PIpE-FLOW TRAVEL TIME THRO SUBAREA<G<G<
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)G««
ELEVATION DATA: QPSTREAM(FEET) = 1108~00 DOWNSTREAM(FEET) = 1107 BO
FLOW LENGTH(FEET) = 20.00 MANNING'S N= 0.014
' DEPTH OF FLOW IN 18.0 INCH PIPE ZS 10.7 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.38
ESTIMATED PIPE DIAMETER(SNCH) = 18.00 NUMSER OF PIPES = 1
PIPE-FLOW(CFS) = 9.81
' PIPE TAAVEL TIME(MIN.) = 0.08 TC(MIN.) = 11.38
LONGEST FLOWPATH FROM NODE 159.50 TO NODE 153.90 = fi20.00 FEET.
xsw:::~xxxax.a.x..+x>~.~~•+.~+.x.>:xa.+s+s:xr+s+x*~x..+s3e~.+...i.+r...+xw.x•
' FLOW PROCESS FROM NODE 153.90 TO NODE 153.90 IS CODE = 1
_'_"_"_'_'_"'________""____'___'_____'_
__'_"__'__"__"____'__"__
»»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««G
»»>AND COMPUTE VARIOUS CONFLUENCED STRE}1M VALUES««G
TOTAL NUMBER OF STREAMS_-==2==="=______'______'______'___________________
' CONELUENCE VALUES USE- FOR INDEpENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 11.38
RAINFALL INTENSITY(INCH/HR) = 2.22
POTAL STREAM AREA(ACRES) = 2.70
' PEAK FLOW RATE(CFSJ AT CONFLUENCE = 9.81
~ CONFLUENCE DATA *
STREAM RUNOFF TC INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE) n
' 1 2.99 14.18 1.966 1.70 ~J
Page 10 of 15
'~'
,
' 35410PR.RES
2 4.81 11.38 2.220 2,7p
' +*sx::~xx+a.oxaxx~>s.xxx.xsexxxx>:~WARNINGx+stsx.i~+~r.a:~ww+.xx:xwax+sa~wx~e
IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED
ON THE RCFCSWCD FORMULA OF PLATE D-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
xt~~ir.>x:~+~+++x+..+s:.+x+i...++.+t+:x~..+a~..+x>..x..x+xx~..s.•~.....xxx~:~
, RAINFALL INTENSITY ANO TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
~ '* PEAA FLOW RATE TABLE **
STREAM RUNOFF TC INTENSITY
NUMBER (CFSj (MIN.) (INCH/HOUR)
1 7.17 11.38 2,220
2 7.20 19.18 1.966
, COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFSJ = 7.17 Tc(MIN.) = 11.38
TOTAL AREA(ACRES) = 9.90
LONGEST FLOWPATH FROM NODE 156.50 TO NODE 153.90 = 990.00 FEET.
' •...++xx:~.>+x~.x~i...x:.:~~....:xt.t.+~:~...•w+s.ai+x.+.+r.x+:..a..+~.::~:~+.t.w.+
FLOW PAOCESS FROM NODE 153.90 TO NODE 153.80 IS CODE = 31
___"'___"_'____""'__"__"___"_____'___"___"'_____'___"'__'_________
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUHAREA««<
, -_»»>USING-COMPUTER-ESTIMATED-PIPESIZE-(NON=PRESSURE-FLOW) «--<-------_-_-
ELEVATION DATA: UPSTREAM(FEET) = 1103.10 DOWNSTREAM(FEET) = 1102.90
FLOW LENGTH(FEET) = 60.00 MANNING'S N= 0.014
, DEPTH OF ELOW IN 24.0 INCH PIPE IS 16.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 3.18
ESTIMATED PIPE DIAMETER(INCA) = 29.00 NUMHER OF PIPES = 1
PIPE-FLOW~CFS) = 7.17 ~
PIPE TRAVEL TIME(MIN.) = 0.31 Tc(MIN.) = 11,69
~ LONGEST FLOWPATH FROM NODE 156.50 TO NODE 153.80 = 1000.00 FEET.
ztx~x~+xs~+:~t+>+x~~~.a~++~:++t+s+s~+~+si:x+s~x+.s~+w:+:xxw+s+.++s~+x~xr~.++++x~
FLOW PROCESS FROM NODE 153.80 TO NODE 153.80 IS COOE = 11
______'______"'______'_'____"_'__"_'___"___"___'___"________'__""'__
' »»>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY««<
** MAIN STREAM CONFLUENCE ~ATA *'
STREAM RUNOFF TC INTENSITY AREA
' NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 7.17 11.69 2.187 4.90
LONGEST FLOWPATH FROM NODE 156.50 TO NODE 153.80 = 1000.00 FEET.
' ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM RUNOFF TC INTENSITY AREA
NUMHER (CFS) (MIN.j (INCH/HOUR) (ACRE)
1 29.33 12.48 2.110 12.20
LONGEST FLOWPATH FROM NODE 167.50 TO NODE 153.80 = 1523.00 FEET.
' ax:~w~xx+x~:a:~+~+>s~~~++xx~awtrr:r~WARNING"~~t+s~xiax~~~ww>+~t~+rs+x++sxxsa
IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE OSED IS BASED
ON THE RCFCSWCD FOAMULA OF PLATE D-1 AS DEFAULT VALUE. THIS FORM[7LA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
' .+s+..:~.:...s+++...+>+++xi..+..w•...++~x+~~.xrxx+..s.x.~.s:~~.+..+.x~+~+.~+
"* PEAK FLOW RATE TAHLE '*
STREAM RUNOFF Tc INTENSITY
NUMHER (CFS) (MIN.) (INCH/HOUR)
' 1 29.96 11.69 2.187
2 31.29 12.98 2.110
COMPUTED CONFLOENCE ESTIMATES ARE AS FOLLOWS:
' PEAK FLOW RATE(CFS) = 31.24 Tc(MIN.) = 12.98
TOTAL AREA(ACRES) = 16.60
a+..:a.xs+..~xrxx~.....:.x.>+xs.=x+...:x.+>.......N.ss...~,~.:.::.xx.x++axx.>x
FLOW PROCESS FROM NODE 153.B0 TO NODE 153.80 IS CODE = 12
__'________'___'_____"___""__"___"___"____"'_'____________
' »»>CLEAR MEMORY BANK N 1 !G«<
Page 11 of 15
'
~
,
'
35410PR.RES
,.,>,.,>.<...,.,.,> ................................................>,..>..,,
' FLOW PROCESS FROM NODE 153. 80 TO NODE 151.90 IS CO~E = 31
»»>COMPUTE PZPE-FLOW TRAVEL TIME THRU SUBAREAGG«<
»»>USING COMPOTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)GG«<
, ELEVATION DATA: UPSTREAM(FEET) 1103 00 DOWNSTREAM(FEET) = 1102 81
FLOW LENGTH(FEET) = 17.00 MANNING'S N= 0.014
DEPTH OF FLOW IN 33.0 INCH PI PE IS 22.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 7
22
' ESTIMATED PIPE DIAMETER(INCH) .
= 33.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 31.29
PIPE TRAVEL TIME(MIN.) = 0.0 9 Tc(MIN.) = 12.52
LONGEST FLOWpATH FROM NOOE 167.50 TO NODE 151.90 = 1590.00 FEET.
' ...ax..+.:~,+~.~,:..~..~,++~..+sts+t ++~..++~.~...s+~...+xx.x:xxi+.r.+x.N+...+..«..
FLOW pROCESS FROM NODE 151. 90 TO NODE 151.90 IS CODE = 1
_""'____"___"_'___'_'___"____'_'___'______'__"___'__'____'_"_'____"_
»>»DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<G<G<
__~____'_'__________'_'_____________________"____~____'____
TOTAL NUMBER OF STREAMS = 3
CONFLUENCE VALUES OSED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTftATION(MIN.) = 12.52
RAINFALL INTENSITY(INCH/HR) = 2.11
TOTAL STREAM AREA(ACRES) = 16.60
PEAA FLOW RATE(CFS) AT CONFLUENCE = 31.29
x~~.xxix~+>:~xxw~xaw~~xxxx:~riixssx~ta.+~i+~rs+~,~,~.+ss+Nas++w*r~+x>w~x>rr.~x~+++s
FLOW PROCESS FROM NODE. 153.50 TO NODE 153.00 IS CODE = 21
»»>RATIONAL METHO~ INITIAL SUBAREA ANALYSIS««<
__"_' __'__ __'_______
____ -_'__'________'_--_-_'_'___"____"___'__________________________~
ASSOMED INITIAL SUHAREA UNIFORM
DEVELOPMENT IS CONDOMINIUM
TC = K*[(LENGTH'*3)/(ELEVATION CHANGE)]**.2
INITIAL SUBAREA FLOW-LENGTH = 650.00
UPSTREAM ELEVATION = 1119.00
DOWNSTREAM ELEVATION = 1111.00
ELEVATION DIFFERENCE = 3.00
TC = 0.359*[( 650.00*"3)/( 3.00)~**.2 = 19.099
10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.977
USER-SPECSFIED RUNOFF COEFFICIENT = .7909
SOIL CLASSIFICATION IS "H"
SUHAAEA RUNOFF(CFS) = 3.28
TOTAL AREA(ACRES) = 2.10 TOTAL RUNOFF(CFS) = 3.28
•>~:~r.txs+f+x~t+i~~+~.a+s~~+~~+a~t+w~~~~~r+~.:~i~~~.+~>~:~ar++:x:~~i+~~:~~~++~~::~~•
FLOW PROCESS FROM NODE 153.00 TO NODE 151.90 IS CODE = 31
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUHAREA««G
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSORE FLOW) ««<
~ELEVATION OATA: UPSTREAM(FEET) _~1111.00 DOWNSTREAM(FEET) = 1110 80
FLOW LENGTH(FEET) = 20.00 MANNING'S N= 0.019
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 16.000
DEPTH OF FLOW SN 18.0 INCH PIPE IS 8.5 INCHES
PIPE-FLOW VELOCZTY(FEET/SEC.) = 3.99
ESTIMATED PIPE DIAMETER(INCH) = 18.00 NOMSER OF PIPES = 1
PIPE-FLOW(CFS) = 3.28
PIPE TRAVEL TIME(MIN.) = 0.08 Tc(MIN.J = 19.13
LONGEST FLOWpATH FROM NODE 153.50 TO NODE 151.90 = 670.00 FEET.
~xx~:r+s~~.~~:~a++~+a*a~+i~+>:~xx~>at:s~~xwe~~x»~~xrr:~xt++t~xxi++i+tti+~~s+++f
FLOW PROCESS FAOM NODE 151.90 TO NODE 151.90 IS CODE = 1
'_____'_____'____'___'___"_"__"'____"_'___"__"_'_"'_____'_______"'_'
»»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<G«<
____'_'____-"__________'_____"_'_'_________"__"'____'___________________
TOTAL NUMBER OF STREAMS = 3
CONFLUENCE VALUES [ISED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 19.13 '
RAINFALL INTENSITY(INCH/HR) = 1.97
TOTAL STREAM AREA(ACRES) = 2.10
PEAK FLOW RATE(CFS) AT CONFLUENCE = 3.28 ~~~
Page 12 of 15
'
it
~' 35410PR.RES
...>,,..,,.> ................., .,.,.,.,,,...>,.,>.,,.......,...,....,..,....,
' __FLOW_PROCESS FROM NODE 152.50 TO NODE 152.00 IS CODE = 21
'_______'____'_________'_"______'____'_______'_____'_"'_'______'_
»»>RATIONAL METHOD INITIAL SUSAREA ANALYSISG««
"______________'______'_'____________
_'___"____'_________'______________
ASSUMED INITIAL SUHAREA UNIFORM
1 DEVELOPMENT IS CONDOMINIiIM
TC = K*[(LENGTH**3)/(ELEVATION CHANGEj]**.2
INITIAL SUBAREA FLOW-LENGTH = 600.00
UPSTAEAM ELEVATION = 1118.00
'I ' DOWNSTREAM ELEVATION = 1111.00
ELEVATION DIFFERENCE = 7.00
TC = 0.359*[( 600.00*+3)/( 7.00)]**.2 = 11.303
10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.228
OSER-SPECIFIED RUNOFF COEFFICIENT = .7993
'll ' SOIL CLASSIFICATION IS "B"
SUBAREA RUNOFF(CFS) = 7.98
TOTAL AREA(ACRES) = 9.20 TOTAL RUNOFF(CFS) = 7.48
' •+x+:~+++i~i+a++~~,xis+~x~~~.+t~++~++~.r~.xxtsss~~tr~x~.w»++>::are++~+~:~:~~~>~t+:
~ FLOW PROCE55 FROM NODE 152.00 TO NODE 151.90 IS CODE = 31
»»>COMPUTE PIPE-ELOW TRAVEL TIME THRU SUBAREA««G
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) ««<
ELEVATION DATA: UPS2REAM(FEET) = 1111 00 DOWNSTREAM(FEET) = 1110 80
FLOW LENGTH(FEET) = 20.00 MANNING'S N= 0.014
DEPTH OF FLOW IN 21.0 INCH PIPE IS 12.8 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 4.88
ESTIMATEO PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIpES = 1
PIPE-FLOW(CFS) = 7.98
PIPE TRAVEL TIME(MIN.7 = 0.07 Tc(MIN.) = 11.37
~-LONGEST FLOWPATH FROM NODE 152.50 TO NODE 151.90 = fi20.00 FEET.
' .x+>+.~+:x.+::+++.:..r.+++x:~:~+~.+..xe.::..:+.~.:s~.~..:~+.+.+.:++++xs>++x+.x
FLOW PROCESS FROM NODE 151.90 TO NODE 151.90 IS CODE = 1
»>»DESIGNATE ZNDEPENDENT STREAM FOR CONFLUENCE««G
»»>AND COMpUTE VARIOUS CONFLUENCED STREAM VALUES«G<c
, TOTAL NUMBEA OF STREAMS-- 3-_-==__==='=3==='=____"______________________
CONFLUENCE VALUES USED FOR INDEPENOENT STREAM 3 ARE:
TIME OF CONCENTRATION(MIN.) = 11.37
RAINFALL INTENSITY(INCH/HR) = 2.22
' TOTAL STREAM AREA(ACRES) = 9.20
PEAI( FLOW RATE(CPS) AT CONFLUENCE = 7.98
*' CONFLUENCE DATA **
' STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 31.29 12.52 2.106 16.60
2 3.28 14.13 1.970 2.10
3 7.98 11.37 2.221 4.20
' x~~~xx+:~~~a+t~>+:~~ix++s:~+~x~~tww~,WARNINGs~+i~:~.~ix>a~~if>xr~>+~~+s~~+ia+>+
IN THZS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS eASED
ON THE RCFC6WCD FORMI7LA OF PLATE D-1 AS DEFAULT VALUE. THIS FORMULA
WILL NOT NECESSARSLY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW.
' xx.++s..x.xxx..+.+.+x.>.s:++x:~x.....x.xxx.+xxxa+xx~xxx+:+•:.......+..>.:>:
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 3 STREAMS.
' *' PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOOR)
.1 38.99 11.37 2.221
2 91.29 12.52 2.106
' 3 39.15 19.13 1.970
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 91.29 Tc(MIN.) = 12.52
, TOTAL AREA(ACRES) = 22.90 ~
LONGEST FLOWPATH FROM NODE 167.50 TO NODE 151.90 = 1540.00 FEET.
Page 13 of 15
~
/
i1
1
35410PR.RES
f*4*1hY***#1##*f*!**1*iF*+**:!f*1t*#1*1MYiif**#*#1f**11:lfY**hhY:+ff;1fAT#TT1:TS
' __FLOW-PROCESS_FAOM NODE 151.90 TO NODE 150.90 IS CODE = 31
____"__'_____""______ '
______'__'____'______"______________
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SOBAREA«GG<
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PAESSURE FLOW) «G<G
ELEVATION DATA: UPSTREAM(FEET) = 1111 00 DOWNSTREAM(FEET) = 1101.00
' FLOW LENGTH(FEET) = 1000.00 MANNING'S N= 0.019
DEPTH OF FLOW IN 36.0 INCH PIPE IS 26.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 7.35
. ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBEA OF PIPES = 1
PIPE-FLOW(CFS) = 91.29
' PIPE TRAVEL TIME(MIN.) = 2.27 TC(MIN.) = 14.79
~ LONGEST FLOWPATH FROM NODE 167.50 TO NODE 150.90 = 2540.00 FEET.
' .+~.+~.+s+.a+.........x:...++++.+~.x..+..~•a...:~....:wxs.:x.xx..s.xs.xx..:r~~+ax
FLOW PROCESS FROM NODE 150.90 TO NODE 150.90 IS CODE = 1
»»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCEG««
_____'_____'_______-_____________'_____'______
'_'_
_____'_____________'___ _'____'__
___"____'___"_'__-______-__
TOTAL NUMBER OF STREAMS = 2
' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE;
TIME OF CONCENTRATION(MIN.) = 19.79
RAINFALL INTENSITY(INCH/HR) = 1.92
TOTAL STREAM AREA(ACRES) = 22.90
' PEAK FLOW RATE(CFS) AT CONFLUENCE = 41.29
**5*++I#*T4*M:lk~.!l1fTiY*f*~.lSfh:Fihlk*Si#ii>Tifk*ftY#i*T#T!*1lAi#*:F*kf~.lf*1:51:lf•
FLOW PROCESS FROM NOOE 151.50 TO NODE I51.00 IS CODE = 21
' _"'_"___"'_'___'____"____"'____"' _""'
--»»>RATIONAL-METHOD-INITIAL
SUHAREA ANALYSIS«G«
_
------------------------
ASSUMEO INITIAL SUBAREA UNIFORM
DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE)
' TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]++,2
ZNITIAL SOBAREA FLOW-LENGTH = 1000.00
~-UPSTREAM ELEVATION = 1124.00
DOWNSTRERM ELEVATION = 1092.82
ELEVATION DIFFERENCE = 31.18
TC = 0.393*[( 1000.00**3 V( 31.18)]+~*.2 = 12.450
' 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.113
USER-SPECZFIED RUNOFF COEFFICIENT = .7508
SOIL CLASSIFICATION IS "B"
SUHAAEA RUNOFF(CFS) = 19.12
' TOTAL AREA(ACRES) = 8.90 TOTAL RUNOFF(CFS) = 19.12
.+...x.>:x..+x>~.w.s..+>.a~«~+.+..x:~x.+xa+x.+~~.x...+x.+.x.:.>:r::x+:+.....x.•
FLOW PROCESS FROM NODE 151.00 TO NODE 150.90 IS CODE = 31
"_'
' _____"_____"__"__"_'_'_____"'__'_"__'____""__"____'_'___'______
»>»COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA«G«
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)GG«<
_____'__________"______
_'_____'_______________'______-__'__>_______~__
"_'______________"_'__'_
ELEVATION DATA; UPSTREAM(FEET) = 1101.00 DOWNSTREAM(FEET) = 1100.80
' FLOW LENGTH(FEET) = 20.00 MP.NNING'S N= 0.019
DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.62
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 19.12
PIPE TRAVEL TIME(MIN.) = 0.06 TC(MIN.) = 12.51
' LONGEST FLOWPATH FROM NODE 151.50 TO NO~E 150.90 = 1020.00 FEET.
...+.+++++x++x:~xxr+s+x:>xx..s.ss•xxx.•xt.:.x~~.rxia..+~t.>+x~x:~.a>+rs+x~+:s+
FLOW PROCESS FROM NODE 150.90 TO NODE 150.90 IS CODE = 1
1 ______'__'__'______'_'_______'____'_'__"'____'_____'__"_'__'___'____"
»»>DESZGNATE INDEPENDENT STREAM FOR CONFLUENCEG««
»»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<GG«
==
=
==
="
=
TOTAL NUMBER OF STREAMS
-
2
--
_'-_____'_--'__------__"--_______--'_--
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
' TIME OF CONCENTRATION(MIN.) = 12.51
AAINFALL INTENSITY(INCH/HR) = 2.11
TOTAL STREAM AREA(ACRES) = 8.90
' PEAR FLOW RATE(CFS) AT WNFLUENCE = 19.12 ~ ~j.~~
/
Page 14 of 15
'
'
~' 35410PR.RES
** CONFLUENCE DATA **
STREAM RUNOFF TC INTENSITY -AREA
' NUMHER (CFS) (MIN.) -(INCH/HOUR) (ACRE)
1 91.29 19.79 1.922 22.90
2 19.12 12.51 2.107 8.90
•++:~x:axxixir+x:~:+i~sxe:~it+>x~+WARNING**+***'*"**xxxwsxexaxx~~+~+~w.+«+
' IN THIS COMPOTER PR06AAN., THE CONFLUENCE VALUE USED IS BASED
ON THE RCFC4WCD FORMULA OF PLATE D-1 AS DEFAULT VALUE. THIS FOAMULA
WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAR FLOW.
~+.:ss:t~+~f..t+t.~.w.+.+:......:.+x...x:~xx..x..txwx.•*:~.~+:+..:x++:~.+x:~++•
' RAINFALL INTENSITY AND TZME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TAHLE **
' STREAM RUNOFF TC INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 99.00 12.51 2.107
2 54.12 19.79 1.922
' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 59.12 Tc(MIN.) = 14.79
TOTAL AREA(ACRES) = 31.80
LONGEST FLOWPATH FROM NODE 1fi7.50 TO NODE 150.90 = 2590.00 FEET.
' •*ii#ii*k**1Mi*4***lkYii*Ak1h:F*Y'k1f#!T#>A1:#'.FY*STik*fYi'kk~.l1#lY1~11:l1**1:*k*'.F*~.lS
__FLOW PROCESS FROM NODE 150.90 TO NODE 150.00 IS CODE = 31
_'__"___'_"'___'__"_____'_'___"_'___"_'_'_""'____'_'_"___'___'
»»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SOHAREA«<G<
»»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) «<G<
, ELEVATION DATA: UPSTREAM(FEET) = 1092 82 DOWNSTREAM(FEET) = 1092 40
FLOW LENGTH(FEET) = 90.00 MANNING'S N= 0.019
DEPTH OF FLOW IN 39.0 INCH PIPE IS 29.7 INCHES
, PIPE-FLOW VELOCITY(FEET/SEC.) = 7.98
ESTIMATED PIPE DIAMETER(INCH) = 39.00 NUMHER OF PIPES = 1
PIPE-FLOW(CFS) = 59.12
PIPE TRAVEL TIME(MIN.) = 0.08 Tc(MIN.) = 14.87
LONGEST FLOWPATH FROM NODE 167.50 TO NODE 150.00 = 2580.00 FEET.
' ___'________________________________________________"-__-__'_-___________-_
END OF STUDY SUMMARY:
TOTAL AAEA(ACRES) = 31.80 TC(MIN.) = 19.87
PEAK FLOW RATE(CFS) = 59.12
___'_--___-_"-____'_~__=='_~a=====___'____'___-____'-_-____'_'_____________
' _'__________'____'____-_-'__________'____'____-'___'_-_____~_______-__'_-_-'
END OF RATIONAL METHOD ANALYSIS
1
'
'
,
,
'
'
~
Page 15 of 15
,
'
.'
'
~
'
,
'
'
'
,
,
'
~
'
'
'
'
'
'
Table C: Catchbasin Sizes in Tract 29929 & 29929-1
Node . CB # Inlet Size (ft1 Caeacitv fcfsl 01A0 Ir_fc1
1b25 Z4 7 11.5 0.4
156 23 7 11.5 3
154 22 7 11.5 7.2
153 21 7 11.5 5
152 20 7 11.5 11.3
151 19 21 22.0 20.7
150.9 18 7 11.5 0.3
''Z/~l
354Hydro.xls 9/26/2001 RBF Consultants, Inc.
'
'
'
'
'
'
'
,
,
,
'
~
1
'
,
1
'
'
'
Worksheet
Worksheet for Curb Inlet In Sag
Projea Description
Worksheet CB in Sag ~
Type Curb Inletln S, ~
Solve For Spread
Input Data +
S
Discharge 11.50 cfs /
~""~~- l.-L~~~UTr i~~' ~ CG
Gutter Width 2.00 ft
Gutter Cross Slope 9.9 %
Road Cross Slope 2.0 % ~_ S 1 Z~ ~~
Curb Openi~g Len~ 7.00 ft ~
Opening Height 0.50 ft
Curb ThroatType forizontal
Local Depression 4.0 in
Local Depression 1 4.00 ft
Results
Spread 2.73 ft
Throat Incline An 30.00 degree
Depth 0.50 k
Gutter Depressio 1.9 in
Total Depression 5.9 in
~~
~ Project Engineer: Ejaz Mohammad, P.E.
h:~pdata11 51 0 01 81~dwg\hydrology\181cb.tm2 Ro6ert eein, Wlllfam Frost 8 Asaoctates FlowMaster v6.0 [814bj
09/26/01 04:55:55 PM ~ Haestatl Methods, Inc. 37 Brookside Road Wa[erbury, CT 06708 USA (203) 755-1668 Page 1 ot 1
''
I '
'
'
'
~
II '
, '
' '
,
'
'
'
'
,
'
,
'
'
Worksheet
Worksheet for Curb Inlet In Sag
Project Description
Worksheet CB in Sag
Type Curb Inlet In S;
Solve For Spread
Input Data
Discharge 15.00 ds L-~O"'7j ~.~'P;l~[,~'r'~ ~ ~~ ~S
Gutter Width 2.00 ft
Gutter Cross Slope 9.9 %
Road Cross Slope 2.0 °/,
Curb Opening Lern 14.00 ft ` "'~ ~!~ ~ ~/,!1 ~
~
Opening Height 0.50 ft
Cui4ThroatType iorizontal
Local Depression 4.0 in
Local Dep2ssion l 4.00 ft
ResulGs
Sp2ad 2.76 ft
Throat Indine An 30.00 degree
Depth 0.50 ft
Gutter Depressio 1.9 in
Total Depression 5.9 in
~~
~ Project Engineer: EJaz Mohammad, P.E.
h:~pdata\15i0o181Wwg\hydrology\18~rb.fm2 RobertBaln,Wt111amFrostBASSOCIates FlowMasterv8.0[614b]
09/26/01 04:56:22 PM m Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1866 Page 1 of 7
Worksheet
Worksheet for Curb Infet In Sag ,
Project Descnption
Worksheet CB in Sag '
Type Curb Inlet In S~
Solve For Spread
Input Data
Discharge 22.00 cfs ~- z C,~PSru rr %~~~~~
GutterWdth 2.00 ft
Gutter Cross Slope 9.9 %
Road Cross Slope 2.0 %
/
Curb Opening Len~ 21.00 ft !!"'~ Z S/~~~ % 2~
Opening Height 0.50 ft
Cufb Throat Type ionzontal
Local Depression 4.0 in
Local Depression l 4.00 ft
Results
Spread 2.72 k
Throat Incline An 30.00 degree
Depth 0.50 ft
Gutter Depressio 1.9 in
Total Depression 5.9 in
.
"4~
Projec[ Engineer: Ejaz Mohammad, P.E.
h:~pdata\15100'181\tlwg\hydrology\181cb.fm2 RobertBeln,Williamfrost&ASSOCiates FlowMasterv6.0[814b]
09/26/0~ 04:56:57 PM ~ Haestatl Methods, Inc. 37 Brooksitle Road Waterbury, CT D6708 USA (203) 755-1666 Page 7 of 1
Street Canacitv Checkine: Tract 29929 & Tract 29929-1
Criteria to be satisfied:
The 10-year pealc flow should be less than the top of curb street capacity.
The 100-yeaz peak flow should be less than the properiy line street capacity.
If there is a drainage boundary at the crown of the street, then the 100-yeaz peak flow
should be less than the half-street capacity to top of curb (and below street crown
line.)
Street Capacity @ Muumum Street Slope 0.5%
• Half-Street with water at Top of Curb= 10.0 cfs
• Full-Street with water at Top of Curb= 20.0 cfs
• Full-Street with water at Right of Way Line=253 cfs
Criteria Checking:
1. Streets Draining to Node 151 (CB # 18 & 19): Q100= 21.6 cfs, Q10=14.1 cfs
• Tract 29929 Interior Streets and Street AA: Since all street drain to one
concentration point, full street width can be used for capacity analysis. The full-
street top of curb capacity higher than 10-yeaz peak flow, and the full-street right
of way line capacity higher than the 100-year peak flow generated, hence OK.
• E Half-Harveston Drive: Flow is very small fraction (from about 0.5 acres of
street), coming oniy from Harveston Drive. Flow approximately Q100=1.2 cfs,
Q10=0.8 cfs, which is both below half-street capacity at Top of Curb, hence OK.
2. Streets Draining to Node 152 (CB #20): Q100=113 cfs, Q10=7.5 cfs
• E Half-Street AA Lot 48 to 59, North Half of Street CC Lot 29 & 59, W Half of
Street EE Lot 29 through 43: Flow on these streets is approximately half of flow
coming to Node 152, since the flow to this node comes approximately equally
from two sides. Therefore, Q100=5.7 cfs, Q10=3.8 cfs, which aze smaller than
the half-sireet capacity to top of curb. Hence OK.
3. Streets Draining to Node 153 (CB #21) ): Q100=5.0 cfs, Q10=33 cfs
• S Half-Street CC Lot 60 to 71, W Half-Street BB Lot 15 & 60: The half-street top
of curb capacity (10.0 cfs) higher than the flow generated for 10- and 100-year
peak flow, hence OK.
4. Streets Draining to Node 154 (CB #22) ): Q100=7.2 cfs, Q10=4.8 cfs
• E Half-Street EE Lot 16, Lot 20 through 28, Lots 33 through 39, Landings Road
Lot 39 & 28: The half-street top of curb capacity (10.0 cfs) higher than the flow
generated for 10- and 100-yeaz peak flow, hence OK.
5. Streets Draining to Node 156 (CB #23) ): Q100=3.0 cfs, Q10=2.0 cfs
• N Half-Street BB Lot 1 through 15, E Half-Street EE Lot 1& 72: The half-street
top of curb capacity (10.0 cfs) higher than the flow generated for 10- and 100-
yeaz peak flow, hence OK.
6. Streets Draining to Node 158 (CB #24) ): Q100=1.4 cfs, Q10=1.0 cfs
• W Half-Street CC Lot 1& 72, S Half-Street BB Lot 1& 15: The half-street top of
curb'capacity (10.0 cfs) higher than the flow generated for 10- and 100-yeaz peak
flow, hence OK.
~3
' StreetCapacity.doc 09/27/Ol
Cross Section
Cross Section for Irregular Channel
Project Description
Worksheet Sheet Capacity to WW
FlowElement IrregularChannel
Method Manning's Formula
Solve For Discharge
Sedion Data
S-r~~c-T e~o~«~7 -r~ ' `~w
~ ~'!!N , f WOe ~"~~
Mannings Coefficiei 0.022
SIopC 0.5 %
WaterSurfaceElev ~00.60 fl
Elevation Range ).00 to 100.60
Discharge 25.33 ds ~-~L C~QRC/7~
100.60
10 0.25
10 0.00
-0+40.00 -0+30.00 -0+20.00 -0+10.00 0+00.00 0+~0.00 O+z0.00 0+30.00 0+40.00
V:10.0~
H:1
NTS
~'~C ~
Project Engineer: Ejaz Mohammatl, P.E.
h:~ptlata\1510018~\tlwg\hydrology\18~cb.fm2 RoCertBein,WllliamFrost&ASSOCIates FlowMasterv8.0[8~4b]
09/27/0~ 10:~8:40 AM ~ Haestad Methods, Inc. 37 Brooksitle Road Waterbury, CT 06708 USA (203) 755-1866 Page 1 of 1
Table
Rating Table for Irreguiar Channel
Project Descnption
Worksheet Street Capacity to R/Vu
FlowElement IrregularChannel
Method Manning's Fortnula
Solve For Discharge
Input Data
Water Surface Elev 00.60 ft
Options
Current Roughness Methcrved Lotters Method
Open Channel Weighting rved Lotters Method
Closed Channel Weightini Horton's Method
Attnbute Minimum Maximum Increment
Slope (%) 0.5 2.5 0.5
Slope ischarg Velocity Flow Wetted Top
(°~) (cFs) (ft/s) Area Perimete Width
(R~ (ft) (ft)
0.5 25.33 1.75 14.5 64.83 64.00
1.0 35.83 2.47 14.5 64.83 64.00
1.5 43.88 3.03 14.5 64.83 64.00
2.0 50.67 3.50 14.5 64.83 64.00
~ 2.5 56.65 3.91 14.5 64.63 64.00
~CAl~~t`~I~ j
C-A~rr~ l T ~ ~~'C-/ ~../
~=d 1~ V~ +'Z j/n/~i „fc.vPG~
~~
Project Engineer: Ejaz Mohammatl, P.E.
h:\ptlata\15100181 Wwg\hytlrology\18~ W.fm2 Robart Beln, Willlam Frost & Associates FlowMaster v6.0 [614b]
08/27/0~ 10:~7:00 AM ~ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 011
~i
' Project Description
'
'
1
Worksheet Street Capacity to R/V~
FlowElement IrzegularChannel
Method Manning's Fortnula
Solve For Discharge
Input Data
Worksheet
Worksheet for Ircegular Channel
Slape 0.5 % ~-'~~ S~,O/~C
Water Surface Elev 00.60 ft
Options
Curtent Roughness Methc rved Lotters Method
Open Channel Weighting rved Lotters Method
Closed Channel Weightini Horton's Method
Results
Mannings Coeffic 0.022
Elevation Range ). 00 to 100.60
Discharge 25.33 cfs
Flow Area 14.5 ft
Wetted Perimetei 64.83 ft
Top Width 64.00 ft
Actual Depth 0.60 ft
Critical Elevation 100.51 k
Critical Slope 12 °h
Velociry 1.75 Ws
Velocily Head 0.05 ft
Specific Energy 100.65 R
Froude Number 0.65
Flow Type Subcritical
Roughneu SegmenGs
~T C~~~uT7 ~ r~.S',,~~.r s~o.
~J 'Y ~../ C /./E , ' I~CTA/[.ED ~E~2
~ Start End Mannings
Statlon Station Coefficient
-0+32.00 -0+Zp.00 0.035
' -O+Z2.00 O+p2,00 0.015
O+yp.00 0+32.00 0.035
' Natural Channel Points
SWtion Elevation
(ft) (k)
' -0+32.00 100.60
-o+2z.oo ~oo.so
-o+z~.so ioo.oo
-0+~8.00 100.16
' 0+00.00 100.52
0+18.00 100.16
O+p~,g0 100
00
' .
O+z2.00 100.50
0+32.00 100.60
' ~
Projed Engineer: Ejaz Mohammad, P.E.
h:~pdata\15100181\dwg\hydrology\181cb.fm2 Robert Bein, William Frost 8 Asaociates FlowMaster v6.0 [614bJ
' 09/27/Ot 10:17:09 AM ~ Haestatl Methotls, Inc. 37 Brooksitle Roatl Waterbury, CT 06708 USA (203) 7551688 Page 1 of 1
Cross Section
Cross Section for Gutter Section
Project Description
Worksheet Half Street Gutter Seq
Type Gutter Sec[ion
Solve For Discharge
Section Data
Slope 0.5 %
Discharge
Gutter Width IO.Oa cfs ~-~ ~~_t!`„~
2.00 ft
Gutter Cross SIoE 7.8 %
Road Cross Slop 2.0 %
Spread 19.00 ft
Mannings Coeffc ).076
0.55
0.40
0.30
0.20
0.10
0.00
0+00.00
0+04.00 0+08.00 0+12.00 0+16.00
0+20.0 0
V:10.0 ~
H:1
NTS
~~
Projec[ Engineer: Ejaz Mohammad, P.E.
h:~ptlala\1510078~WwgUiydrology\t8lcb.fm2 RobertBein,WllllamFrost&ASSOCiates FlowMasterv6.0[614bj
09/27/Oi 10:18:59 AM m Haes[ad Methods, Inc. 37 Broaksitle Road Wa[erbury, CT 06708 USA (203) 755-1866 Page 1 of 1
~ ~,,/ S~L s 7oi° ~j" C d~t~
/-~,~~.~ ;~Trze~T ~-~-F~c,r~y ~ m~./.
_IEAJSt'" Ol=' U' 3'~~
•
' Table
Rating Table for Gutter Section
,
Project Description
' Worksheet
Type Half Street Gutter Sec
GutterSection
I
/SEL i ~~~ -
~~ ~v~
Solve For Discharge ,,
' Input Data /~~.~~ ST/1-~ ET
~" ~~~~~
Gutter Widfh
GutterCrossSlo~ 2.00 ft
7.8 % ,r
~A~/''~v1 ~~~ .J
y~ ~ ~~r/~G
Road Cross Slop 2.0 °h S
D~
' Spread 1 9.00 ft ~
~
Mannings Coeffic 1.016
' Attribute Minimum Maximum Increment
Slope (%) 0.5 2.5 0.5
'
,
Slope
(°~) ischarg
(~ Velocity
(WS)
0.5 10.0 2.70
1.0 1420 3.81
1.5 17.39 4.67
2.0 20.09 5.39
'
~!~~ ~~~ ~~
' .
'
'
'
,
'
'
'
, ~g
Project Engineer: Ejaz Mohammad, P.E.
h:~pdata\'15t00181\dwgViydrology\'I81cb.im2 RobeRBeIn,WI111amFrost&ASSOCiates FlowMasterv8.0[614b]
'
09/27/01 10:'I5:46 AM m Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 08708 USA 2.5 22.46 6.03
(203) 755-1666 Page 1 of 1
,
'
,
,
'
'
'
'
II '
i '
~
,
,
'
'
'
'
'
1
0
J
~M
W
r
4
4
m x m x
,y o z~ zr~o Zq~ Zro
j, ~ £ S £
m
Eo Eo Fo
~ m ao wo ao ao
°i " C~o coo ~90 ~o
N
,~ a ~d a a
m
~, o ao aN ao a°o
P
Z R~ ~¢M ~~ 4m
r ~
~ ~ UI O N O UI O lA O
^O DO DO '.70
D O G1 0 0 0 ~ O
~ 0. 0. EC n
~w ~w o: M
)+
'1 N
~ ~ ~
a •
~ L] N
N O
~, 3 •~
Z N N
M
F
N (~1 ~
, H " z
a r
m
c~
o -.
F N O a
H N rn
2i ;
° ~. o ri c~ .~'. .~'. .". .`~'.
a ~n z z zo ao zo yo
~ Z J O N p a H O O O O
N S I-I ~ N VI W ~
a
°w~ a a a ^
a ^ ~c F ~
a ~' Q s M c~
~ u a a F
o F z
w m ~n
w
W N GI E ~n q "
W ~n E t~i~ N .] k c~ .+ ~ U.-i x U.i * U.y * U,~
U ~+ O W uWi uWi uWi twii uWi
~ ~ E rl I Fl C I
~ ~ ~ i/1 W Z 2 W ~ F N n F m ~ F~/1 k F O~ x F~n #
N a'. O ~l fG '-1 fL N CG C W' 01 LL M
m w 3 o w ~ U ~ m. W. W. ~. µ~ .
>o
f.~i ,-~ a w 5 vi q O zrn 2m 2m 2m
o c~ a Ho o ..o ~o Z°
Q E F o v~i O v~i ~ 3 O 2 0~ .-i .y .i .y r.
3 S W .... W N Ga~ E W m m in o m
.] U + m t m + c0 v ~ x
„ l`t N N N U~ Q W .J ~ 2~ Z Z * Z• 2~
50 a iy ~ N w Om Om On ON Om
z 5 ti o H t~ ~r ~o i-a r H a
~ E ~/J O ~ F O F O E O F fl E c~
a N r] W U N F FQ.. .y F,y F.y E,y .4. .~
M T. G] Y. N ~ 0.' G] N t~ N Vl V]
d F~ H~ a a a F F
>3 3 3 Ort S ~t E Q
'1 a E a a a a a
ul F~ U~ U~ U~ U~ U
W N y t~ yf+~' !~ 4 N /1 U] R t/1 e[xG]'
~ ka] 1 I I ~ N D 6'.~ ~'J K^ W' :J 0.'
O '+ N
2 W rn N N t sC r1 t t R
ir F+ .+ o
'~ 41 N VI N VI fn
~ W N N (~1 W N M N M M N
~ S i~ c a~ a~ P O O O .y N ~ c in ~o
~ U F Z Z 2
r
~~ F Z Z Z O O O O O O
~ a' U O .+ N r~ P H N M Z Z 2 Z Z 2
W Z r] r] ~l
N
w~ 2 Z 2 GZ] W W W W W
oE ao ^ooo Q a Q a a a a ,.Wa ,Wi-
~ ou uooo w w w w w r~ w w w
F 'C S S
4 q
~
~AA
~iJ
~
`
V
ti
~
N
^~
I..L
V `
1
'
~
1
1
'
'
'
' ~
~
' Z
J
' T
~
r
'
'
~
'
~
'
'
'
4
z x x x
0 0 0 0
~ £ ~ £
s
Fo Fo co Fo vo FO
mo mo o mo o n,o
V' o U' 0 2.y t~ o T o C~ o
a ~d °i iO a °i a
W o 4to ~ mo W o ~ mo W rfm
.ao .ao o ao o a~n
R° q° av ~° a~ qmo
z
N O U1 0 C N Ul 0 C O UI O W
'J O 'J O 1 C 'J O I O p O U'
H E f+ F~ H
~O ~r~ O !LN - ^O pi0 DO d
~a tG > ~ ~ > ~
Z .y 2
N M
n
rviN m.~
I N I ti
W O f.a]o
» »
2 .i Z .+
H N
O fn O
m O O
P N C
o~ F a
N
2
H
~
.+ t~ o
« .^ .
0 N
a z oa
a
m
r~ ~ ~ U rf ri ri
Zo zo ZoZq zo zo zo
0 0 o rL o 0 0
N UI N
I ('1 W 1 0
a ~ N
+ o .
.~ Z N
I t~Y 1 a
F 2 F
a o a
a ti a
Y # [-i R k k
E F F U E F E
U.~ U.y UN41 U(V UN U(V
u~ w w w w m r~ a
N N UI U1 U1 ln
W in
ril + x
E rn ~ F~ ~ FuIU) EO FN ~ Fc.a
xo, am am a~o a~o a~
b0 P.y 9N I .'~N 'N '~ NN
zo zo zoa 2o zo zoo
Hrl M'4 Hrl RC H~ Hrl HN
.i .y .y U .i fu
N
~`t t'1 c F ~O O .i
M k t~ N Z # N • ~O O
O~ O~ * O m p O m O r * O o
H~o rari f+v H Hm Nm Hm
Ft"1 F~n Ev~ E~n F N F~
F~ F~ F~ O E~ F~ F~
u~ rn u~ 2 u] y ~n
W
Q 4 2 4 4 rC Z rC 4
0 S O E O 2 5 ~ E ~ S O
w a~n zu~ ° am zm am
~ ~ a~ E fil~ ~~ fil~
.'~ .'~ 7."~ ~ 0.' b h 7 t~ .'~
a a ~ a a a
U1 (n F VI N V]
H H 2 N H H
W
h m U m O .i
y .r .a
Z 2 a Z 2 Z
I
Z 2 U' 2 Z 2
W G] Z ~ £ £
W [a.l i fa.] W ~.
3
4
4
~
d
. ~
w a
x m z ~n a
0 0 0 2 m
z z z ~u >
~ ~ ~ a
S a
a
z ti
Fo Fo E. o
n~o ao ao n~
U
U'O U'O U'O 0
a N
a a +
>
a W a o Z
a .
i ti i
i- .
°
° ~ o n.. N
z
a a Q
> ao
W W N
ln O N O fn O ~]
'J O 'J O 'J O G] W
H M M • ' U~
L
10 ^O ~
O UI tC \
a
(4 ~ y~
(4 3 a c9 N
x^
N
Wo x
p
a
.]o
[
x
N
Z
~$ M
~
U 2
R a
F
7 M ~a]
W (G 0
.] U
W
~ > z D
i
i a
M ~ yw
z
~o
~ Nti
N r' m ¢ H ~
. ,-
, .
i w a
Zo Zo Zo ~ .]> fk W
~
0 0 0 om~
i wa
~
O d N Z
a W
o a
c
i o
S rC E 4] .] rt
E a
~
H
(,
l 7 S
~n o>a
m ya
N
µ . +
* asu
N N ~ ~~
w W w M N fE O E W
~n N tn N Z 3 W M >
Z
+
n
~ M W a ~/1 ^
Fr Fr Fr Ft~ U' >~n ~+
a~o xo am aMw~~ ma
~ > >
m"o a °
c >in >~n e a
20 2o Zo 2o32w 2F
M N M N H e'1 M N Q ~ 2 2 Q'
.-~ .~ ,-~ .y 2 '; 2 O
H U
O O\ vl ~tl 41 i2 (~
a m n
* r r~ mH> a^
p
ON ON ON ON2.] 305
Ho Hc Hh u~ Hr O W a N
Em Fm FO~ F~ ~-i
~ !~ G+E
a.+ a., .t ., a a~ F ru a a •>
F E F OF rt V ~GWO Nfil
UI UI N N ~
0
~ fv N
Z 3 G]
E F E 5 E U~ >
a
.]
W
t
h' rt 4 E EG i C tL f; W 3
z ^ mo m^ wo or~ aax mo
a aa
~ ww
~ am a~ ~
w ~ W~ W~ !~~ G]3 W
t4 ~ a~ a P tn 'J E ^ fu
~ O
R rC t 1 ~
o*
N V] N N U M O E
H H N H W
W W W
N
.y .+ .a ti N• ~ Z W
~
K 2 4
O O O O
2 Z 2 Z W Z~n
F F F F H
i 2
y
~ W ~ ~
3 O
£
t
.] [,
] q
a a a y
W F
t
il f
il t
il O+ t
/~
Z • r1
4
~
O
N
N
rn
CO
~
/
, 4
~
' W
W
U
H
a
,
w 0
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
+
:
'
+ o 0 0 0 0 0 0 0 0 0 0
• N
k O O O O O O O O O O O O O O O O O O O O O O
a« o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N x
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
1~ O O O O O O O O O O O O O O O O O O O O O O
W
, ~
« o 0 0 0 0 0 0 0 0 0 o a
«
. o 0 0 0 0 0 0 0 0 0 o m
. o 0 0 0 0 0 0 0 0 0 0
w
*
«
' x o 0 0 0 0 0 0 0 0 0 0
x o 0 o O o o O o 0 0 0
+
+ m m r~ M rvi r~ (n m m r'~ r'~
«
+
F+
~ *
'
m+
in
r •i
P
o
0 P
o
v
v
W + ~n ~n ~o ~o ~ ~o ~ io ~o
^« m m m m m m m m m m
+
~# fi i-1 N 'i 'i '-I N e-1 N N
#
~ w
L M
+
' P m m W m m m m m m
ii V P C' C C m P C 4' aT
+ m m m m m m m m m m m
N N 'i N N rl '4 N rl 'i N
#
'
~
#
#
k
~ a
+ O
O O
O O O O p p 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 M
E
W
~
o
~n
m (n 2
H o
'
Z
~
~n
O
m
O
cv
rl
o
rl
r
N
.+
(7 a
m
~(1
o
N m
r
0
m
N ui
in
u~ m
o
r m
r
N ~
m
ti ~n
o
rn ~
m a f+
.y m
w# O N N 'i FI P rl l0 O t0 O [a~
J S. • ("1 O 1'1 O (~1 O t"1 O (~1 O rn O C O P O c O P O P O H M
h O O O O O p O O O O O Iu ~ H
e~ # 'i 'i N ~4 ~ '-I N ri O Ql I
M ~ r4 N N '4 '4 fi N fl N N
'
w
r
~
W•
o
t~
o
~
o
r
o
r
o
c
o
.y
~
o
~
~
m
c~
M
o
m W UI Z
m 4] Z.~]
P 4 O Ol O Ol O Ol O Ol p 1~ O m N ~p N O1 p < ~fl N T .y U
O
R(' 4
C
0
P
W
C
m
P
m
P
m
P
1p
p
~l1
P
~D
N
O1
l(I
N
Ill ~
~
k • N N • N • N • N N N • N • N • 1"1 • N W fn pl
w~ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a w f+
m s o 0 0 0 0 0 0 0 0 0 o a o> a
. . . . . . . . . . . .~~na
' + .+ Q E
K u1fLSU
4 0 m v' m m W I~t O~ 1~ N O W M
# o O O o O O ~ C 1~ Ot N fu E W' !fi
# . . . . . . . . . . .
• ul ~(1 ~(1 ~ N ~ll ~I1 N t(I i(1 l~ '3 W N
~' M
t N^
: ~
1
•
m
m
m
m
m
rn
rn
m
m
m
m N ]
>+O
a . . . . . . . . . . .
f
N
N
~!1
ill
~
Y1
~fl
N
N
N
i(1 RC H
a l'I M (~1 M (~f M (~1 t+) t+f M (~1 $ Z
ao
~
• U
Ur
, 1` 6~ ^
* N O U'
~ 3 O Z
o in m v m ~n cv ~p m m r
« in c~ ~ m r in m ,y m ~n m >. fu E
« ~o r m
~:
° ~e ~ m m o o a ,.a
. . . . . . . . . . .
a
+ N N N I~t M M 1+1 (~1 (7 P C Z O UI
,
R O O O O O O O O O O O H N'j.
' k N r1 N 'y N ~y ~y 'y ~y N
H
M ~-1 N rl f-I M N ry ~ ~y N N W O
~ N ~
~j
w
% ~ ~(1 Ol C' pJ O N C lp O I~ O ~i 14
Cj
Y O C N O N O ~ N O m 0 L9 W y' Ri
1i
M N C C N r4 O W tO In 1"1 N W
i~
' + ('1 ~'1 f7 f"1 M th N N N N N ^
~` 2
• Q
r
N
« in c~ m o ~n ~- m m ~n o ~n o v in ~o ~n m in r in ,~ ~n
« .+ o c~ o o m m o m o io o m m N m v m ~ m m m i
i~ ' I(1 . I(1 . P • Ill . Ill • Ill . P . C . C . C • N
O+ 01 O Ol O Ol O 01 O O O O O O O ri O rl O .~I O 'i m•
, u~ + m o m o rn o m o 0 0 0 0 0 0 0 0 0 0 0 0 0 o U
R O • O • O O • ry ~-I . N • • .~1 N • Q
« .+ o ,-~ o .a o .~+ o .y o .i o ,-~ o .i o .~ o .i o .i o ~n
« y
* a
T O~ m M1 N O1 O\ M m N t'1 ct ~D N N t`t a'
•
~.'+ O\ m m 01 m V1
. c t0 '4 O N
. Ol N O
. r1
. f+l
. P
. ~D
. .~1
. ~O 1~
. F~A
y
' W • (~1 N O~ t") ~`t m N O 1"1 V ~O ~tl ~O ~ rl 1~ Ol 1~ ~O
Fl k O N N f7 l0 O l~ t~ v' ~O p i(1 l0 l0 N C t~ rv1 O N (~1 E!u
W • O O O .-1 .-1 N (~I (~l P C- ~(1 ~Il U •
\ R N fi fi rl N i-1 fi '-I '-I ~L W
a .
. 'S a
' Q
~
~~
0
MA~
W
Q~
/~~
LV
~~
4
r
O
W
J
T
00
r
w
w
~
z
w
U
, ti
~]
a o 0 0 0 0 0 0 0 0 0 0
a + o 0 0 0 0 0 . o 0 0 0 0
w «
> + o 0 0 0 0 0 0 0 0 0 0
.t n
k
CL
O W o o O o 0 0 0 0 0 0 0
z~
w
: ri
F O O O O O O O O O O O O O O O O O O O O O O
a a. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
. . . . . . . . . . . . . . . . . . . . . .
N NM
+ O O O O O O O O O O O O O O O O O O O O O O
W
x ~
x o 0 0 0 0 0 0 0 0 o O
~O + o 0 0 0 0 0 0 0 0 0 o n,
W 2 x
N • O O O O O O O O O O O
Q ^ i~
W H k
h
x
k O O O O O O O O O O O
\ k N N ~(1 Yl N ~ ~(1 N ~I1 N i(1
F eC
U~ M + N N N N N N N N N N N
'Y' ^ R
#
2•
F+
G R P O P C cT C C
G] + N t0 N N N rl N 'i ry
^# N ~I1 r1 rl ~-1 .-I ri .y .i
~} rl e-1 ri 'i r-1 N 'i M r-I
#
Q •
2x
N
~G + o o m m rn m m m rn m m
U S + N N N N N N N N N N N
N F M IA IA C C C P C ? P
F ~.
H W # .+ .a .y .y ,-a .y N .y ,y .y ,y
a ^ .
U +
M
f(i h O O O o O O O O o O o
~~ R O O O O O O O O O O O (9
'J ~] Y O O O O O O O O O O O N
NW t
+ y
.
. v w o c~ o N m M ~n m ri a
N • # t0 O ~O .-i N N I~ N O~ N .i N m .~ v .i ~/1 'i ~O 1~ ~O
~~ ~~ o .i o c~ o cv o ~v o rr o o rr o ri o m r o ra
W• 5# h O t(1 O ~(1 O ~(1 O Vl O N O Vl O N O ~Il N O ~(1 .i M
y q x o 0 0 0 0 0 0 0 0 0 o fv
W P~i k r-1 ri N ri 'i N rl ~ fi 'i fi ~
c~ .. ., .. ., ., .. .. ., ~ ti a
w
:
W+ c in c .i ti m m ~ o o a ~ .y in o o m o rn o ~o fil
0 7+ ui ~ i- m .y r~ .v r v o ~o r m m c~ m m o m o in U
r~ 4' 0.' M N O N m N b N ~D N m N O1 N r-I I'1 ~'1 ('1 fl N r-1 ~O
W W Y . N • N . r-I . 'i . 'i . N . N . N • • .i . O Iv
.'~ T W• O O O O O O O O O O O O O O O O O r1 N .-I .y p:
m r o 0 0 0 0 0 0 0 0 o a D
y . . . . . . . . . . N (n
n ,y
+ u, a
n N O m N P (O (O P 1~ N ~ O G]
~] + o N ~e !~ m .i t~ u~ ~O c fu F
41 + . . . . . . . . y~
> + c c rf r~ m e c c v m m 3
+
k
t
k m m 0 m m 0 m m m m m
R
. m m r r r r r ~ r r r
O k f-I rl N e-I ~-1 fi '-I N rl ~-1 'i
k
M
M
# O Ol m m M t0 at f"1
# .-1 T O vl ut p~ (1 N r-1 rl i~
•> x m m o 0 0 0 0 0 o m io
m [a
• a : a o ~ ~; ~ ~ ~ ~; ~ a a
3 W o 0 0 0 0 0 0 0 0 0 0
~ .i ,-~ .a ~r .~ .i .i .y .i .i
.y .a .i ti .r .i .~ .y .i .~ .y
S O « ~ m m ti l~o v~j v~i ~ ,-Ni .Pi .~ ~
N W # C N ~'1 l'1 ri O Ol m m rY .-1 W
Q~ # N N N N N N f-I rl N N N p
~ * Z
Q
F Y ifl O O r4 N O P l0 T lp O ~O O~ t0 ~D ~O O O l0 ~D t0 N
W' J k (7 O ~O l0 ~O 1~ I~ N m N O r-I O rl rl fl N N r-I ~Il r4 I
L] G] x . N . C . l~l . r-1 . rl . .i . .-I . .--I . . N . ~.-1
J F1 O k N O N O N O N .-I N N 1'1 N I1 r-I (~1 rl 1"1 ('1 N (h rl
2 fil N# O O O O O O O O O O O O O O O O O IL O O O O U
Fi Y . ~ . . . . . . . .
M .y O O ti O .i O N O N O ti O N O rl ^ rl O r1 O ~/l
n w
R
X c N ~O Y. O rl N N N P N ~D m C' m N U N ~(f t~ (~f ~
O ~ R rv o c~ ~ ~o o ti .y m m .-~ o t~ m ~ ~o ti ~ ~c~ ri ~n w
H 4] t l~l O 1~1 1~ N O M (~1 O~ N m N ~O l~ l`t .i 'J r-I N t"1 Ol .
E r] a v N T E O\ r'I 11 rl m ~tf ~O ~O . t~ [C 1~ rt o O~ !v
a ~a . ~ ~, u ~ ~ ~o ~o ~ ~o . ~ o: ~o r .
UI Fl • 'i e4 ~ '-I '-1 e-I M 'i ~-I r4 ^ '-I '4 W
+ h s z
4
~
~
~
N
0~
~
~
~~
,
'
I ~
I '
~
' Z
J
' r
~
' ~
'
~
'
'
'
J
'
'
a o 0 0 0 0 0 0 0
m n o 0 0 0 0 0 0 0
a * o 0 0 0 0 0 0 0
*
a «
o ta a o 0 0 0 0 0 0 0
z~ .
a +
. a a a
+ o 0 0 0 0 0 0 0 0 o a o 0 0 0
a a r o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N•
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
# O O O O O O O O O O O O O O O ~~.....
x .
«
a o o a o 0 0 0 0
w z : o 0 0 0 0 0 0 0
Q k o 0 0 0 0 0 0 0
q
m M #
k
#
• O O O O O O O O •
\ • N h i(1 it1 u~ ul h ul
F Q •
N N N N N N N N
~ P
k
S +
E «
c~ a io 0 0 0 0 0 0
ta . o in ~n ~n ~n ~n ~n
~ M N r'i 'i r-i ri N N ~
4
~ M
# '1 ri N 'i 'i fi 'i
Q #
Z #
.] x
~ + m m m m
U 5 k N N N N N N N
C
C
P
P
T ~
P P
F a x
N W k N '-I ~-1 N 'i ri ri fi
a^ +
U •
#
k
a • o 0 0 0 0 0 0 0
~ w * o 0 0 0 0 0 0 0
~ w « o 0 0 0 0 0 0 0
z
o : °
.-i + c m r'~ o m ,r m v y
m a~ ~ ~ m o n c r ~n rv o .y c ~o
r
m
i-a c~ .a • m rv ~ m rv c~ .-~ rvi o m o r
i o r
i >
> a ra ~ .
a
r-i ru m+ ~ o r o r o m o m o m o m o m o H
^ f+ Z Gl x o 0 0 0 0 0 0 o m i
~ ~ ~ ti N ~ .-~ .y .+ ~ W
a
2 * .
i .
i .i .y .~ .~ ~n
r
n ~
M
~ #
a
/+ a W# 1I1 1~ 1~ m P O~ m rl O N 01 P C Ol i(1 O
O ~ '~ + rl N O 1A C m Ill ~O m ~O O h P r m F Gl
E W r~ FC FC + O O O N O\ Vl m N r lp r W ~O ~(t N(4
~n a W W + . o . m . w . r . ~o . ~n . in . W r-i
G] H .'1 .'[' fu • N .-I fy O O O O O O O O O O O O~ W
~ w w+ o o ~ o 0 0 0 o a m
Q F
1F k 5U •fil W
S U • ~~
~ « m ~n o m m ~ o a a a
a a .d . o o m v o ~ v ~
O E
W
«
•
.
.
. .° y 3 3
W N > • 0 m ~ ~ ~ io w ~o H
M
~ Y
~
H
# N ~ Z Ti
ya ~
°
a° « m m m m m m m ma
a •m
a
~t F
- t r r r I~ r r r r 2 2
ao a . ,. ti ~ ~ ., .. .. ..~ao
V
U ~
(~
d0 • y0(~ U
u~0(9 k
3 O 2 •
U
O~ N vt m~+ W F • U
!~ fu E + .i N N ~p
Pi Fl • 7 k 0 N O l~l ~Il t0 l~ h~ Iz1 D
Q W ~ rA 4] # . . .
•ZOU~
5 ~ N r] * ~(I ~D h h h l~ I~ I~ N M 2
r+ .+ a 3[.~ o 0 0 0 0 0 0 o S m O
x w o . .. ,-. ., ., ., .. ., .. ., a u
.a a c~ x .. ., ., ,. .. ., .y ti .a w
~
L] > fu 6'i H fA
~ N N 1~1 0, a a a •
d 0: f(. 'Y. O x C ~ ~(1 m N I~ N I~
F rl M N fl N
N
N
t+l
t+1 P
a w + . . . . . .
o « .. ~ ., ~ ti .. .. ..
w
o .
.
ti
F « t~ rt ~ o ~n o c o r o rv~ o ~o o r f+
C> x ~o ,y o o m o
~ o N o m o m o m • ir
W 41 # ~ o • o • o o • o • o ~ o • • . . . . .
~J a O M C rl ~Il 'i In 'i l0 fi lO 'i lD ri ~O N l0
2[.] tn + o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N ii rl . N . ~-1 . ~ . . fi . N . N
ii N O O ei O O fy p N O N O N
} al O N(7 v i() 1~
*
o
o+
e+
~
c
m
m
m 01 V' W N~O O C
O
k
e+
r'f
t~ ~
m
m
o
o ~n
~v c~
. n ~n
c~ m
v~ r
r in
m
r~ o~ m rn~o c~
M ~
I~] %
N
Ol
N
1~
O
0
~ orvmin~omo
m
r
N W (
1
y ry
io tp W
~o M ~Y O N O O O O O O~4
t' W+ m W m ~ .
a'
°i r
m ~
m .y .+ .i .y .-i.y .i
F ~ x .y ,y .y .y
~
~ .
i ,_
i
N ~] +
!
ti
~
Lf")
~
~
~
~
53
a a a a x x a~x ~x xaaaxaxa a a a a
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
m
m
w
m
x u
3
W U
x
3
~
U
3
~
~
Q
W
Z
J
T
~
r
m
W
3
5
3
S
U
U
S V
W 3
mz
mm
x
m m
~m~~w
w x
x 3
m 3 3 3 3 3 3 U N
3
~ x
K U U 3 H
~ U U
x U
w U
a
~ 5
U U
W 3 3 U
x 3 3
V
3 U
X
U ti
U
U HNN
H
U N
ti
U
H
H
H ri M
H
I
N
H H
H
H
~
~
~
a~
m
cu
d
N
N
. . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
m Ol i-I N l1 P~O h 0 O N N 1"1 ~~O f~ Ol O fi N C Vl ~D m Ol O N(~1 a' In l~ m O~ f`I N(~1 C~D 1~ m O'i N('1 1(1 ~D 1~ Ol O rl N P
mN1~.-INO~(")t~N~OOCON~DOTTl~ll~fi V1O~(n1~N~OOC6)N~OONO1l~lt~rlV)O~CmN~OOCmNI~N V1Oi
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
m ~ll r~l 0 C O I~ l~l O~O I7 01 4(1 N m IA N 1~ C O f~ ("1 01 ~4 N O~ N N 0 d' r4 1~ P O~O ('1 O~ ~O N m Vl '-1 m C rl l~ (~1 O~O f`t O~ Vl
N(11(1 ~p m O r1 (~11(1 l0 m O~'i 1~1 P~O 0 T M l7 P~O (~ Ol e4 N P~O 1~ OI'i N P~O l~ Ol O N 4' I(11~ Ol O N P Vl 1~ 01 O N('1 Vl
ri ri r-1 e-I .i N N N N N N N 1~f 1~f t~l 1"1 1"1 (+1 c C C P C c ~(1 N VI Vl Vl ~(1 ~O t0 l0 tD l0 ~O 1~ (~ 1~ t~ I~ 1~ m m 0 m OJ 61 O~ ~ Ol O1
ei rl rl 'i ri fi ri rl rl rl rl rl rl '4 '1 ~-1 rl ~-1 ei ey '1 ry rl 'i fi ~-1 'i 'i 'i fi rl N rl N rl ~-i N rl r4 f-1 '-I N ri e-I ~-1 rl 'i rl ~-1 e~l ei N
~
'
~
'
'
'
'
'
'
,
'
,
'
'
,
'
'
'
~I
I~
~
~
O
W
Z
J
r"
~
r
a
~
m
. m
.o
z ~
,~ o
m
r
i • o
~
U
3
n
m
. ~
.i
N
ra N
• o
.a
.i
m
• o
.i
.y
v
~ o
m
0
m
• o
r
0
. ~
ti
m
. o
ti
.i
0
• o
.i
N
• o
.a
r~i
N
r
M
~+
a
F
R
X
~
0
W
E
O
n]
a
w
m
O
2
N
~
a
S
ON %'E r]
R W w X ~
t~.1F1WOOWQ
~S W 2.]2U~F
EF W FC tiZf~Z
rt W U5 WtnQ Ui-+
W Q~UOO[42~
N awacez~a
W aN0(~U4]2O
FU FNV141G] W
a~,axc~ruc~
a~wFwc~a>oav~
C>i-aEi-r WlYH.]2
N N i-zi U 3 5 GZ] U m 3 O
W tn F
FOIIIIIIIIIIIIIIIIE
O~f+U3xG]XW Nu~
2.i rv
ti
0
~
~
~
(B
~
~
'
1
'
'
~
'
'
,
'
'
,
'
'
,
~
'
,
'
1
F"
O
_
Z
J
~.^
_I
M
4 4
~ a
~
r
~
R m
0.r
N
M
?~ O
Z
m
r c9
d
i~
~
N
N
v
2 .Ti N
F
v1 m p
'+ Z
a N
w
~
N O a
ti
N ~
N ~
Iv -. H
~ x
o ~
a~ o w
.a (n 2
W U' H
Z H O N
~n >O
2
N M ^ (n N GI
~
~ a > a
~ a
N
fd W S U
a FC N
N U a a
W O F
C N w N
N i-
i
N N d E vl ~
M M
N F N
U i
+ O
~ ~ ~
L
i W F r1 E
o a° "' a a o
m m 3 o U
w ~
a w a ~ o
r,
i .. a c~
E ~
~
~o
o ~ 3 ~ Z
Q F v
v
i
i r
i
3
M F. l~l l~l N N ri
~
W /~ Q ~] 'J
W i-i G. Z O ril
z^ ~
E m o
V1 H C U
a a ru
d
d H E 4L a
3
> 3
a w
N
fv N
O (5 .i
~ 1 I 1
~ M N
2~ N N N
i-
i i-
i i-
i o
O W r-I N f~1 W
N U o a rn o a
E 2 Z 2
~
N W til 4]
~
O 1
N U O ti N l~ 1 C N N M M
w z a a a
~ N
.. .
+ C'1 U' U'
o a° ° ° °
~ o 00000 a a a
t+ UU UU UU U u] W [.]
F 5 S x
4 4
_ _ _
0
~ 0
~ 0
~
Fo Eo co Eo
m o m o o
M • a o
[9 O U' O .T. ~O U' O
a ~
rL rC FC
Wo
Wo x
t~o
Wo
a o .a ~n o .a o
U' • C9 • ir • C9 •
'f. O 'L N S ifI '~L O
FC ~G P G~ C t
NO 410 P!1 NO
'JO 'JO I t~ p0
M
O O H
^ O F '
6: N N
~ O
~a
aa'
zo
~ ~
H
x ,
~ N M C
1 ry
, `,
w~+ an
rn
mm ~
N O
~
3 D O
z~
~+
~
0
m
C
a
0
` ~
N
a ~
Q
~ M M ~ ~
zo zo zo zo N
a o 0 0
~
N ~
I ~
a
a
M
~
1 h
E
~]
%
~
# F ~ E ~ E F F
Uti U~ U.i U~+ U.i
W 4I fil 4] W
UI N ~/1 N N
# C. O1 ~
Y. O ~
{G N r
0'. N •
(K 01
' rn
' zm m
' m
'
zm
H O z
N O M O z
N O z
N O
.~ .+ ti ti
I~ fl P 1~ f~l
« .+ « .i • m . ri . .i
O O O O
orn ~ m a m
H O N N M t!1 H~O M P
~ ~
FC ~ Q'i K r~i fC RC N
F E E F E F
W r/~ ~n vi rn N
~]
E
O Q rt Q Z R Q
E E F O E F
O O P ~ ~
W S 'Y E 2
~
~ ~
a 5~ w~
N~ [a~
" [a~
' '
N'.J 0.
J V.
J '] D C
J
a a a a a
m v~ ~n ~n ~n
H H H N M
fl N ("1 C ~(1
2 2 Z 2 2
F E F E E
W G2] W faZ] L~]
w ~ a a ~ `-/
~
l0
~
_
~
_
W
Z
J
~
~
M
4
S S 2 S 5
0 0 0 0 0
z L Q ~ ~
£ £
E O C O F O F O F O E O
mo o ao mo wo wo
H •
c9o so 9o
c c9o c9o ~90
4 ~ z Q 2
R 2 ~
r
W rvi mo Wr W m Wo W rr~
.] .+ o .1 ~o .l c N o r] ~o
r a~ 6~ ~ ~~ 4
~
L FC .
-~ o
z
UIO CO NO tA0 !~O lnOfil
^O I O DO p0 DO ~^JOU'
N • F • ~; • ir . ir . ir
i
o
o o o ~o o o
~ ? ~ ~w ~ ~
5
H
.
(n o
I o
F •
K. O
W
>
Z
H
0
0
v
a
0
a o
0
', f'1 f'1 (~1 M l`1 l~l
~. N fy N N 'i N
Zo Zo yo Zo yo yo
O O O O O O
N
o
F
a
.
~
~
E
Q
r]
~ ~ ~ ~ ~ ~
E E F F E E
W~ U
~ U
~ U
~ W~ U
~
[
.1 G
I G
] L
]
G
N vl UI U1 VI U]
N
+ + % k k *
~ O.i
O:ID C 4G01 Pi01 CN a
> > > ~
o v a >N >`n >e
zm z~ zm z~ zm zmo
M O N O M O H O N O H O
N 'i ~-I N Iu
m C r1 N m N
~ C i rl M fl # l0 k N i~ 1~
z• z• z• a• z• z~
om oc Or O.~ or or
N~O H 1~ N N H tl1 N N M O
F
~ F
~ EN F~O F1~ Em
~ ~ F~ F~ E~ F~
F F
fn N N ln (n UJ
o Fo o o o o
m x x x x
U Z
q 41 VI /4 N vl
4 fn
4 /4 vl
5 o n o ~
' 0 W
o W
b ~
' 7
0. 5 K 0.
tC 1 Q ~C ~S K
N Uf N t~ U1 N
N M M N N FI
io r m m a
.i ,y
Z 2 Z Z
2 2
z
z z z z z
4] fil 4] W W W
W ~ N ~ ~ ~
.
-l .
] -l
i .
-l .
~1
u] W fil W f.l fil
4
x m x ¢
Qo Qo ~o Qc
S E £
Fo co Eo Fo co
ao o mo ao o ac
(~ 0 5 o U' O U' o S O ~ c
z~ a Z~ a n~ r y~
s «
W N 1"1 O W~O fil O (~1 O
~ P „ O ~ ~ N ~ O H O ~ C
zm so z~ zo x~n zc
rc m w 2.+ R a v 2
NO PO NO NO CVl r/)C
i-'io Fo Ho i~-+o F~n i-'ic
^o ao Glo 0o am ~c
~ z ~ ~ 'z ~ ~
H .,
. +
rio M..
io ir
E ~ F •
5o am
W Wm
> >o
2 2ti
ti ti
O O N
.y
o .+ o
0 o~H
a a F
z
.,
. ~
o .i [u
. x ~o
O P
r~ m .]
a a ~a
z
a
x
ri ri m t~ r~ U m
zo zo zo zo zooy zo
0 o O O o Q a
N N UI
i o ~ v iG
a a ~
« .
N 'Z
I O I N
F E 2
Q Q O
a a ~
x r ~ + « F *
U~+ U~ UN U~ U~-+W Uc~
W 41 G] W W ~n 41
N N UI N UI U1
W
k h k k (~] }
E.+ E c F<v Y E m F~+ ~n F t~
am am xa aa ~o wo
>r >r >m >m >m~ >rn
~o ~o Ho ~o zoa zo
.~ .i .i .i .i U .y
M
~n .+ rv ~ b E o
# N # N # C • N • O Z t ~O
oo+ oa oa on oo~o oo~
M O M'-I ~i 01 M O M O M M.4
Em Em Fo Ef+ F.i Fti
F~ E~ E~ E~ E~O F~
N N U) ~/1 l/1 2 VI
W
a
F O E E E O F Q F
U~ U O U~ U Q U~ O U~
!2 N 2 UI Q l/1 /C N Z N M µ' N
W\ p\ W~ 41~ D~ F W~
C~ h~ a~ GG ~ h[~ W a.~
fC Q EC /& a'. N R
UI VI U) 41 N E Ul
~; `; ti H H 2 ri
W
t~ m m ~n ~ U 1~
.y .~ .i .~ .y rL .~
h
^
2 2 Z Z 2 a Z
1
Z Z Z 2 Z (~ Z
Fi S f.' ~ Fi N Fi
Gl f~ W ~ W y 4]
~-l N .] .? .] [G .]
41 W t.] 4] W 3 W
N
O
N
~
Q~
/~~
LV
~ `
,
'
,
'
'
'
~
'
r
' ~
~
'
~
Z
J
~
, M
,
'
r
,
,
'
,
'
4
x x m x x s m x
Z o z o 0 0 0 0 0 0
~ ~ E S £ E S £
Eo a0 Eo co Eo Eo Eo Eo co Eo Eo
wo o ao 0 0,o wo ao ao o ao ao
Zo ~o zo ~o (
~o 9o
c ~o c9o so coo c9o
4 L y g 4 ~ ~ a Q
r i2 r1
~
W k mo am # mm W~ W o f.lm 4lcv ~ r'~~n W r filo
1v
i
o- ~ f0 O N C N ~(1 O
U' . M . (' . .. . ~ ~ ~ N ~ ~
20 ~o ym ~m Z~n Zo Zm 2 c So Zio 20
rE .~ G~ m RC c W,-a 2.~. r1 rC m 4 a c 4 ri RC
41 O
' C O 41 O c O P !n O UI O N O N O P O Ul O U1 O
J O I O D O I O '~J O p O 'J O D O I O `J O 'J O
'+ • F . i..i • F • ': • H • N • ti • E • H • H •
D
o ao 0
o aoo ~o p
o qo 0
o ao ^o q
o
!~
W Q
(X Z ~ ~ q q q ~ q
Z LG C C z C
M H U' H
µ + #
f"1 ~ I'1 N LL (~1 ~O
~ I 1"1 I O W N
ao,
E •
ao (L vl Ia] N
W m tuo mo 0
Z O > .i > 'i N .i
z.. z~ .»
~~ ~ i+ 3
0 0 ~ p
z .
0 0
O
o
d
O~ E O~
H
Z
H
W
`o a' tu o
. . « o .
~
~ ~ N
m ri M .] r'i r
a
o~
m
a r
z
z O
a
~ m
r~
m
~n x
c~
r~
m
r~
m
ri
m
M
.a .v .a .~ c~ .i .a ,y f. ~ .~
Zo Zo 2o Zo M2 Zo yo yo 2,o yo yo Zo ~
0 0 0 o
F a o o a o 0 0 0 ~
N
N N N N
~
~
I O I O a a j p
F W
F
a `~ a o '~
~ . . . ,
~ •+ U Z ,y
1 N I m I~
a a o
z ~
.~ a m ., a
h # ~ x W U * k k ~ * x * #
E E F F E F F F E F E E U'
U N U N U N U N i-] W U u 1 U V t U~ 1 U u 1 U u 1 U ~ l1 U u 1 U N Z
N ~ N ~ RI r/1 W W (il fil fil (il W kl i-i
u
i r
n N N ln UI 41 U1 VI UI 2
1 ~
% M 4 # W R M M • # # M N
EN F~
' EO
' Erv W u~ F~ F~o Eo Ecv E~ Ev F~ FoU'
!L .i ~ r-1
P p
. P Y. Ol ra fL O fL ("1 6: N 6: O C. O ~'. N C t"I W V1 L]
[il ' W• W~ W• a H 1 W. (a~ . L] . fil . 4] . W• W. 4] . Pt
> m p m > m > o tv > ,y > c~ p v > ~n > ui > in > ~n > ~n
Zm 2m ym yoin O.7 2o Zo yo zo yo 2o Zo yo;
H O H O H O I-I rl ~ U ~y ~ F-1 N 1-1 N M~ M~ M N H H
O
" i ~+ N ~
Z
c~ in H
W E
m
.i
in
.~
m
c
T m ~k M t ~(1 • N U 2 + N M 01 • N ~ OJ # ~O i~ O + O o H
Z• 2• 'Z • 2• o s( W 2• Z• 2• 2• 2• 2• Z• 2•
Or Om pm Om W p Oo O~+ O.-~ pm Or~ Om Or Oc~ Z
M N M M 1~ M 1~ [y p~' F{ N OI M m M J1 N rl M N N 1`t H C lA M P 0
F'+ F.+ Eti F'+ p E.y Ervf Fa' E~n E~n E~n Fin y~Fin F+
RCN ?~N y'N y'N y F 0.'N ry'N f('N ?.N [CN F.'N µ'N 4: fCN E
F E F E O F F N F E F F O E ?,
N N N N p: y 41 UI Vj V] N N 41 3 UI F
F
G1 a d
~G Z K iC 2 K 3 Q ~C iG rC 4 2 rt t r1 S F O
F O E F O E F E E E O E E E F tJ
a ~a a ~a m a Q ,~ ~ a ~a a a sa ~
5 C1 F ~ x q E o Z 5 ~ S^ S^ S^ E^ S 0 S ~ W^ ^
U U U U O D U U U U U U F W
~C y 'T. 41 [C N Z N H µ' UI F( N ry' N U] 2 Ul Q N tC UI N N W
(il \ ~\ (.~\ ~\ E L]\ W\ W\ ~\ p\ fil\ W\ r\ [.]
!K ~ h D fG .'~ `] ~ U C~ f4 .'~ a ~ fL ~ h'J a' ~ CL ~ Ul .'~ F
a a a a ~ a ,c a a a a a a ~
O
N N (n N E N N N V] N VI V] N
U
M H N H Z H H M F-I M Fi H N
W 41
m O~ O U N t~l v vl ~p h m m
N , rl N N µ' N N N N N N N N Ul
O O O O C O O p p p p O O G
a z z z z z z z z z z z a
E
F
F
E i
F
F
E+
E
F
F
F W
F
2 Z Z Z U y ,'L 5 2 Z Z 2 2 F
W G] 4] W 2 4] L] W W W W W W H
S+ 9. S Fi N Fi yi Fi Fi F~ Fi Fi £ ^
41
~ fil W W Z fil W 41 f.] fil W W 41 4]
a a a .a a a a a a a ,a a a
G1
fil
W
W
3
f~
G]
W
G]
W
fil
fil
W l
Z L.Q
Q /'
~V
r
~
0
_
W
Z
J
_ /
M
~ '
~
ui
a _
w
m a o 0 0 0 0 0 0 0 0 0
m m x o 0 0 0 0 0 0 0 0 0
z m +
w > x o 0 0 0 0 0 0 0 0 0
U iQ *
H •
a a .
o[u + o 0 0 0 0 0 0 0 0 0
2H f
a +
U *
o + o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
a a• o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• N N#
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
# O O O O O O O O O O O O O O O O O O O O
7 ~
2 «
i-i a O o 0 0 0 0 0 0 0 0
~O + o 0 0 0 0 0 0 0 0 0
II .y G] Z •
41 w O O o O O O o o O O
~
4] W #
.] x
W W +
• c9 x o 0 0 0 0 0 0 0 0 0
Ul ~ Y) vl V1 vl N ~(1 ~(1 N ~tl ul
F Q •
3 U' H « m r'f m rvf ^'r r'f r~ r'~ ri M
x ^ .
.
u? z .
o t+ «
~ a« v <• o a r o o ~o
S W. v r in o ri ~n in c~
~ ^. m o m r'~ m m M ri
x
. ~ µ N rl N N N N N N
z
H O#
Z•
z a .
o a « m m m m m m m m m m
H U'T. % r1 'i rl i(1 ~(1 N N N Yl Vl
~ m 0 P iT C' C V'
fC E M M
,9 FI G] k N N N N N N N N N N
~ U ~
.
.' i
~
k
F a + o 0 0 0 0 0 0 0 0 0
a c~ w> « o 0 0 0 0 0 0 0 0 ' o N
w z w r.~
~
> F+ o a « o 0 0 0 0 0 0 0 0 0
~ ~ ~_
N UI 2 h ~
~~n H O
a t; #
a c m v m o m ~ m c~ e ~F
a N 'i~ + C O C N N 1'1 l~l ~O O ~I1 O~ N O ~O t0 N (~1 m e-I ~(1 V
D r] ? K. 4] W 4 l0
. 'i
. 1~
. N
. rl
. O
. Vl
. O
. t0
. rn
. O
. O
. fl
. ti
. (")
. Vl
. 41
. O
. O
. ~-1
. ~
q ~+ [.] • S+ ~o o ~o o r o r ., m o m o m o m o m o 0 0 ~
W w o 5
O 2^
L * m m rn m rn m m m m o ~
C~ W
C~ r.'J G1 W f
U~ #
ii O
rl O
N O
ri O
'1 O
N O
N O
N O
.~i O
N N
N
~
O W u~ Z F
H *
Z W Z rv~ W# C N P ry P T P 1~ P h P h C h P O C N O P
RC U O ~ .1 • rl lp r-1 l0 rl R l'l 1'1 (~1 t'1 l'1 (~1 (~1 f~l l'l ri ('1 N C O~
5 1 F W r~i 1 E+ .i ~n .i ~n .i .y ~o r ~ r io r ~o r ~D ~ ~o ~n ~a t~
F W u~ W fil W + . b . io . ui . r~ . m . r~ . m . r~ . m • rf
C W I-1 7 1' fv + ~-1 O 'i O N O O O O O O O O O O O O O O O
W p P W N M O O O O O O O O O O
N . . . . . . . . . .
f.] J'. H k
~-i C5U
'
G] M *
h
h
1~
Ol
01
01
01
01
41
N
v~ F C a' .] + c c v rvf r~ rvf r~ r'f r~ c
i-+ rG O F W •
3~ m > + m m m m ~o ~a m w m ~
Z ~+ +
Ii1d y^ F
~ I(1 N }
~ .+ ~n a +
~ o a a i ~n ~n ~n ~n ~n ~n ~n ~n ~n ~n
Z W rt E a .i H ri `+ .y .i .i ti .i .a
o z~o a . m m m ~ ~ m ~ ~o ~ ~
F V
f( U X
W h O x
(~
.~ 30 Z
W r] M • O N O N t0 tn ry C m ~O
i~ fu E fi r~ rv~ .y o b in c~ rf m t~
W 0.' r] •'~ x ~ll t0 O m O~ v C l~ N t~I
U Q G] D N W
fC Z ~ N • rl # ~(I N ~O ~O 1~ W t0 0 Ol O1
W ~~+ 2 3 f+] + m m m rn m m m m m m
W £~ O f o 0 0 0 0 0 0 0 0 0
^ H a u .. ., .. ., ~ ., .. ~ ..
rn a ru
w>~ +
W W
~ 3 t o in o in ~ ~o in cv c o ~
~ K S O • c~ rv o ~n c.~ m r r o
Q
a W
~o
~
m
~
o
c~
r
~
~n ~
«
3 W x rvi ~n ri v c r~ m r'r rvi m
~ w x
i O
• x
t O F + .y r ti ,r .y r ~n io c t~ r v o ~n e ~o o e v n
cp C D + m N o m w m N m m o ~o r o m rn m m m .i
N G1 4] W • ~O N t~ 'f1 ~O t0 l0 ~(1 N ~O
H .'7 rl O# ~-1 O N O N O N O ("1 O V O V O O' O N O Jl O
• ~ Z W N• O~ O m O O~ O a1 O m O 01 O O~ O O1 O m O O~ o
~ N O O O O O O O O O O
2 Z i~ ~-1 O r4 O .~i O '1 O N O N O 'i O '4 O e4 O '4 O
~
C~ N
Z k l~ C rl (~1 N. 1~ l0 (~1 vl m 0.' C 1~ r-1 N (+1 O~ N 10
I Z + N 01 r-1 m Oi E+ !~1 t~ N I1 C F .i O1 rl 1~ m l~ ~D ~O
Zi ~ £ # . . . . . y . . . . y . . • . . . .
a• ~ w m v~ ~n m m c m m .+ m c N r o ~ n .y ~n
Q U F a x o .y N m in E ~ m e N ~o E r c .i a ~n rv m c
3 O rt' ~] * o 0 o U o c~ m .y c U c in b b -
U) E ~ M N N fi '7y N N N 'j.~ N M r1 ~-1
« y a i
i1 7 h ~
4
, 4
W .
~
'
W
U
N
a
, o
o a
m
r o
o 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0
m .
a Q + o 0 0 0 0 0 0 0 0
w
O S
Z N x
R
O
O
O
O
O
O
O
O
O
' a ~
N
O O # O O O O O O O O O O O O O O O O O O
0
. o
. a
N ' a+
N R o
. 0
. 0
. 0
. 0
. 0
. 0
. 0
. 0
. 0
. 0
. 0
. 0
. 0
. 0
. 0
. 0
. 0
.
O O k O O O O O O O O O O O O O O O O O O
W
x
' O F( k O O O O O O O O O
o W ~O x o 0 0 0 0 0 0 0 0
L1 Z k
~ ~ O O O O O O O O O
Q n
(A M •
k
x
' O k O O O O O O O O O
~(1 \ 6 ~l1 ~(1 ~(t ~I1 Vl i(1 i(1 N N
'
F rt
• . . . . . .
m 2 p * n rr m r~ m m m ri m
•
S~
H ~
O d O N 1l1 ~f1 Vl I(1
' ul W* I(1 P C V~ P P P
('1 O l'1 ('1 M (~1 I~1 11 rl
N #
£•
N
N
N
N
N
N
N
a •
Q +
z
a *
t m Q a w m m m m m m m m
~ U S vt ~l1 ~ ul ul N vl
C
N F
M
C
P
P
C P
[T
C
P P
[. w +
N a W % N N N N N N N N N
^
L
r U x
*
' ~ o t4 + o 0 0 0 0 0 0 0 0
O o ~ W> * a o 0 0 0 0 0 0 0
o H D a ~ o 0 0 0 0 0 0 0 0
2 ~ z ~"~ x
H O x
~ ~D
l i.] N 4 Ol I~ W fi C N 4'1 l0 O
' 0 ro 41 i~ • v~ 01 (~1 N t(l O ~O !~ N f~l m O (~1 M 1`t 1~ i(1
Z '-I rl IJ H
i-] > U~ a
C f.] k
[v • !h O V' r-1 l(1 N l0 O f~ 1~ N 01 O Ol V' 1~1 l0
J o o~.. ~ s. o 0 0 0 0 o a o o a o 0 0 0 0 .; o
o ~.os zo . o 0 o a o 0 0 0 0
.+ o m w a . ~ .. ., ., „ ., „ ,, ,,
~
~ ~ a N 2 U' +
+ .y .y .-i .i .i .-i .y .y .y
, H
'
M O ~O Iz1 ,
L i.] W x
' h O N 0 r-I O 1~ O! r~i N N N O ri I~ N m
h O U O ^ .~ k M [~ W N l0 N C ~O P t0 t0 l0 11 N O1 1(1 W
~O ('1 FC F 4] ra iC S• 1~ c I~ h W' .i Ol i(1 O N O N O N O1 N S
(~1 Iv l7 LL W IxI
' x . M . (~1 . C . C . . lD . ~O I(1 . N
O O LG W M ~ .T. [v f O O O O Q p p O fi ~-i O M O .i O rl O
O W.`J , W
' (n + O O O O O O O O
.NNW ~ . . . . . . . .
' ~ a S U +
r o m .y • m
m
~ ~ F tL a .] k m ~ c m .
-i o o m m
KO E f~ +
~ 3~ m D • ~o r r r m m m m m
H
tn ^
M
N ~l #
x
K
•
' N N ~I1 V1 i[1 N N ~I1 ~ ~(1
'] W i
ti ~C E x .i .a ,y .i .i rl .r .i ti
~ Q O d k ~O l0 t0 l0 l0 b l0 ~O l0
U
U' #
W 0 +
, N O U' +
3 O
z M
`p -
i t~ ~n r c t~ m ~o N m
O~ i~ [u E Y .i Vl O~ .--~ m ~O c m .i
P Ci Fl •'~ • ~D b l0 h l0 P ~O ~O '-1
ct W D N W k
O~
O 2 q N
N N Zr .~-]
r~ W 4
M 01
01 01
O1 O~
01 OI
O1 Ol
Ol O~
01 01
01 Ot
01 O
O
, $ N O
' M O O O O O O O O .-I
N M d
(J ^ ~-{ M ~-1 ~y ~.{ N rI rl rl
~ ~ 4a ~
~ O fYi ~'tl m 3 • N Vl (h O O l0 l0 N V1
~ U' W GG fG x O + ~n ~n o r ~n m r'f c
~ M W
a H O O~ m t0 vl ln l~I f~1 t"1
I
u
~ ~ G1 w ('1 N N N N N N N N
' ~
2 O +
rS +
N i~
N h F
' k ~ h O 01 Ol O~ P Ol l~I 01 .~1 C C Ol h O1
N O~ I M
'.1 x ~Il 01 t~ 01 al 01 O 01 ~ ri O~ f~l T l~l O~ 1~ O\
' ~n W f~ x . ~tl . uf . in . in . . v~ . ~o . vt . ~
~ o > a. O« ~o o ~ o ~ o r o r r o r o r o r o
' O~ O U 2 W U] • O1 o O~ p pl p p~ O m p~ m O 01 O Ol O O~ O
O • O M + O O • O O • O •
'4 O N k e-I O ti O ~-1 O f-1 O rl p ~ O ~ O ~ O ~ O
vl
Iy' w
4 r~
m M M '4 O .~i m Ot 1~ ~O v O O ~l1 v1 Y. .i 01 ~ O N
N ~'1 ~a t0 r1 1~ ('1 O O OJ O\ N O~ ~ Vl F N 1"1 b 0
O F. k P N
[~ vl H fi] # N N 1~ N O ut C O~ 'J O~ Oi O1 p N t0 1~
' N
r ~O W
~ F
r~ rl •
m. m
r N O
m (~1 C N ~D N t~ FC t~ N O F N 1~ W O
e`1
CI
N
~ k
rl
~-1 m
N m
N m
'i a
O m
N m
'1 U
~Z m
~'1 m
N ,y
N rl F N ^
W +
2 FJ
Q
'
N
0.^
V^ J`
W
rn
N
~
~
, 4
~
' ~
W
U
M
~
' o o a
a o 0 0 0 0 0 0 0 0
m •
« o
. 0
. 0 0 0 0 0 0 0
a o > x o 0 0 0 0 0 0 0 0
Ij k
Y
a +
o o o w * o 0 0 0 0 o a o 0
~ 5 F+
d x
+
m x
0 0 0 o x o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 o N f4 • o 0 0 0 0 0 0 o O o o O o 0 0 0 0
O
O
O
O w N N #
# .
O .
O .
O .
O
O
O
O
O
O
O
O
O
O
O
O
O
O
' ~ t
O
~ O
~ a
~' . o
O 0 0 0 0 0 0 0 0
w 2 R O O O O O O O p
O O N
a o e
. O O O O O O O O p
mti
«
'
O
~
O
~
\ .
*
p
O
O
O
O
O
O
O
O
F K
• '
~1
. O
. O
. O
. O
. O
. ul v1 N
r1 M
U' Fi
#
M
t"1
f'1
t7
('1
('l .
rf .
4 .
-1
1~~ * r i
*
~'w
'
P
p
a F•
W R
~~`
p
N
ifl
O
O
N
N
^ k ~
N N
N N
01 N
lp C
~p
N N ~
~j * •
N •
N •
O •
p •
p
O+
2 +
N +
~ m
N m
~ ~'
U S # m
N 41
-1 O~ O1 e4 N N N
P
H F
*
P
.
N
ri
N
.-I
N p
O
C
O
o
m
O
m
O
F [4
~
.
. m
N N N W • N N N N r4 .i O
ao O O
L U r
r ~
, ~ o o a o 0 0 0 0 0 0 0
O
N
a w
*
o
0
0
0
0
0
0 0
o o N W * o 0 0 0 0 0 0 0 0
E
= tn 2
H O z
#
' W l0 f+1 F1 H # ~I1 N OJ (~1 N ~O N P ~O
Z N
O '4
O N
O C N
O Ia] N N
U~ r] N
# ~O
O N
O 1~1
l0 ~(1
O 1~
~p V' rl r~i W .i 01 O V1 N 4~ N O
O
h
O
lC
O
~D
O
1~
O
1~
O m
J p ~ 0 ~ w Q Z
' T. * N O N O N O N O N O N O N O N O
Z Q O
o
0
0
0
0
0
0 N
0
~ ~ o a1 w a « ,..~
~ r4 fl U' ri .4 ~-1 ~-1 .i .-1 .i .1 4
d N Z n .
, M
m
m
,r ..
,-~ [.i Z a .
ta +
r
m
m
m
r
c~
o
v
~o
~v
~
~n
~o
a'
in
<
.y U O
'
^
>~
N
u~
r
r~
r
m
m
b
m
~o
(n
m
m ,~
~n ~
m ~
r~ ~
m
~ N m N ~D ry
F 4] r] F[ y' } .y ip ~p M ~p N ~O N O N O rl O 1~ O 1~
~(l
'
~ W V1 GI
fil W
#
.
(~l
.
P
.
C
.
N
.
O
.
O
.
i O
N
O
N
O N. [al N
y,S.
W k
rl
O
O
O
O
O
O
O
O
O
O
O
O r
O .--I
~
~ N N a d
~/1
O
O
O
O
O
O
O O O O
A O
5 U
~ ~ a +
m O1 [u N 5 C l k N 01 o N r'I 1`t m m m
Q O F F
~.1 w ~n in w ~o N in c v c
m m S W VI .'1 k m ~O t0 \O N r-I N N N
M
N ~ }
+
N ~
,
Ill Ill N O
a a 4
. I(1 P
°' P m m P C C
fi
t0 ri
~O 2 2 O~ # iO l0 l0 l0 O O P C c
Q ~
• P C C rl 'i
' U
U~
W ^
N O U' •
4
#
s
3 O 5 +
m
~ N
m .a ~+
N W F +
f m m ,y r~ in o m m o
r
r
a a
•>
+ r~
m vi
m o rr e ~ in m ti
S W D
N G]
•
.
. o
. o
. ~
. ~o ~o ~o r
O O ~ ~ ~ N N N N N N
O
y O M
H Z
. '$ G] ~ O O O o O O O o 0
, f
i ti ~ y O * M .~ r~ 'i rl f1 .i
• rl N pi U M r-I rl '-I N rl rl rl N M
a r~
ru > m «
.
m m O P: ir F!
' M ~ o m m o
l' W GI 5 5 S
O * P C 1'1 r1 m l0 1"1 N O
I t 1 N W ~ . 01 O~ O1 C~ N I~ ~D ~(1
' N N Q W 4 N N N N l1 (h ~-1 .y ~y
l+ Q O #
1 •
N
N O~
~ M Ol E w m m rl 01 l~ V1 O l0 rl O m N rl t0 O 4
eT f
l C t~ I C'J 4 P (~1 O lO p O ~ N N N C r-1 01 t0 O O r
N
.
m 0 . l0 Ia~ Gl
' h . r-1 . N . t0 . l0 . l0 . ~O . ri .
N .
m O m O .
~ Fl O+ m O~ O1 O 01 O O~ O O~ O O1 N O .-1 rl r~
1 e-I
'
O o m o U Z W tn f m o m o m o m o rn o m ri o 0 0 0 0
~
~ O
'~ N O O p p O O N N •
"
"
~ N
#
r4
O
N
O
N
O
M
O
O
N
O
'4
O
rl
O ~
N
Q i
M
N ~D m m ~O t0 W' .1 ~(1 ~O [4 N ~O m 1~ vl
' P
c N
~ ~O
~n ~tl W
r
w 2
~
~ w
~j "
* N
n F
~n O
m i(t
o t0
m N
m m
r F
w IO
e N
m tn
(n F
w N
m O
N N
o C
rv 1~
N
m ~ K W+ ~ F ° 'i F ri ri r E r .y m .y o
0 0 • .r
c ~ ~ U ti r-V
N N W F a 1`1 ~ N N N N N Z N N N
a * ~ 7
7 h
, Q
N
'~^
W
~
Q~
~
~
~~
i ,
'
'
~
,
'
'
~
' ~
O
'
W
Z
J
1 ~
M
'
'
'
'
'
,
'
'
4
w
~
w
u
- M
a
0
O o
O a
d
k o 0 0 0 0 0 0
~
m O
. O O p p p p
O
O
'J *
O .
O
O
O
O
O
O
O
~C x
r
a «
~ ~ z H + O O O O O O O
O
d
C
O O O O O # O O O O O O O O O O O O O O O
0 0 0 0 o a a* o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O
O
O
O
O N N #
+ .
O .
O .
O .
O .
O .
O
O .
O
O
O
O
O
O
O
O
fil
~ •
~
O
0 O
0 FC
0~ . 4 O O O O O O O O
0 ~ z * o 0 0 0 0 0 0 0
0
a .
o
0 o 0 0 0 0 0
~ .
LO ir r
+
0
N
~
I(1 k
k
O
O
O
O
O
O
O
O
\ A V1 Vl N ~(1 N ~(1 ~(1 Vl
•i N U M • ~-1 '-1 N f1 ~-1 'i 'Y 'i
5 ~ «
x
9+
F+
0 0 0 0,. o 0 0 0 o a
C
l0 C
tD P
~O Gl /
Q k P
~ P C P C
O l0 l0 ~O lO l0
O O O ~• O O O O O O
{
~ #
2 M
~l +
ul
O ~(1
O R
U'
}' +
k ~(1
O ~(1
o N h ~(1 i(1 Vl V1
m
m .
.
i-i F
M
m
m O
W O
m O
m O
m o
N 0
m
' ' F W x
O O 1-i G] • O O O O o O O O
aa «
U ~
0
o
a x
:
o
0
°
o
c~
t
u 9
0
0
0
0
0
0 N
o
O Z
E d 4]
N~ ~
*
o
0
0
0
0
0
0
0
~
yz +
O Q
N N
N
r-1 l0
f'1 i-]
l 4J M Vl M N Ol I~ ry Ot
o~
m
o
m r N • % T r~i V1 .i ~O rl ~D r~l m O lD O O m ~
o W H U a • m o m o m o m o o m m r ~n
O
O
~
'
'W
4 ~
N N O H N 4] y
i
1 N O N O N O N O N O N N .i P
o
~
~
W 0 5
Z Ll
#
O
o
0
o
O
o
0
0 ~
~
°
o
W u
:
~
'~
.-~
'"
'"
`i
~
~ ~
i
.~ ,
. a
m .
. .
. ,
. '" '' ,
. ,-
, -,
,
a ui z
. d
in
~o
m
r N
m ril 2 a k
W+
m
.i
,y
m
u~
N
o
N
m
rr
r
t~
~o
N
O
m
~
rl U O
^
'.~ k
~
O\
C
01
v
t~
N
m
N
O
m
N cv
m
~ N ul I~ Q F W a Q /f + pJ 'y O ~ (1 N ~ N 01 N V1 N N
0
0
0 W Nd
o W(il + • ,y
0 a w r+ > m w t o 0 0 0 0 0 0 0 0 0 0 o ti o
0 0 o a o> w u~ x o 0 0 0 0 0
• ~ ~ a
~
i
F . .
'
~a
c
i :
.v v o W H . r .i ~ ~ m v~ ~v
~ r~ tu E a a a + m o ,y r) v ~p ,y ti
N
N Q O F
S W N W
.'7 •
M
ry
l~l
('1
('I
I1
l~1
~O
l0
N
41 ^ k
N k
N ~: x
C C a a k C C P C
O C' V' @ C' P V' C O' tl'
'Z 2
R O G k
#
U M
U~ +
d ^
vI O U'
302 µ
m m a~"~ * ~ c~ r m m ~n ~ o
~ ~ a a'
[+ « .y .y o m m ~n c~ o
„
j ~ " r r r ~o ~ ~o r~ o
rt w D
O ~n r.
i . p N N N N N N V
O O H
'Z $ W K O O O O O O O
ti ti ' O } ti ~ N N N fy N M
N N M p~ ., .. .. ~ ., .,
a w
a
m
~ .
~
0 0 o
i
i-
o
;
'~' -
~' N a. o ro o 0
" c~ m a a x ,
n o ~n ti .o a
1
1 N fz] F F1 M N r4 rl O O 01 lp ~p
.i .i Q G [v
O * .
~i .
fl .
rl .
.-I .
.-I .
O .
O .
O
fu
O •
~ k
V) k
O t0 O P O [y M O O lD O N O C O m O Ol 01 O ~O
O M O C O 1 [G '.~ • ~(1 O N O tp O l0 O ~O O ~O l0 O (~1
N • N • N ~r] [a1
' x ~ N • N • N • N • N • • N
rl N rl ri N . > ~] ~ k 'Y ~-1 r1 ~4 N rl '1 ri N '-I r4 fi fi l~l
O O O O O U „[a) y n O O O O O O O O O O O N O O O
O .-i O rl O
O ~ i ~ ^£
~
.
O
.ti
O .y
O
~-i
O .i
O
.ti
.
J
N
O
.-I
Q +
~J
~D ~-1 l0 f~ OI k ~D 1~ M (1 ~O l0 N 1~ 01 C RI V 1~1 m 'i
P N ~O m 1~1 ~L O n N C f~ 01 ~O f~1 O m Ri ~D ~(1 M ~(1 ('1 Ol
£
N h ~O rl ~I1 . N W# 1~ C 'i M N f'1 O1 N .-I O ^ N O~
rl rl N fu F r] w N I'1 I1 l'I C P ?. C (~1 m
N N ~ F [al { N N N N N N C N .i" (7
N N (q N N N ry N ~ N N ^
N a* ~
a s v
4
,
,
'
'
'
'
~
~
' ~
O
'
W
Z
J
~
' M
'
'
'
'
'
'
4
w
~
z
~
~
H
a
0
0 0
0 o
o a o 0 0 0 0 0
a
m +
+ o 0 0 0 0 0 0
0 0 o
Q
+ .
o .
0 .
0 .
0 .
0 .
0 .
0
+
O O O ~
O G] k
h
O
O
O
O
p
p
p
Z N #
a .
0 0 0 0 0 0 0~ "
"
o
0
0
0
0
0
0
0
0
0
0
0 0 0 0 0 0 0
a
a«
o
0
0
0
0
0
0
0
0
0
0 0
0 0 0
N
N i~
.
.
.
.
.
.
.
.
. 0 0
O O O O O O O
~
O
O
O
O
O
O
O
O
O .
O .
O .
O .
O .
W O
O
O O
O O
O Q
CL . • p O O O O O O
\~ Y O O O O p p p
O O O 4] 2
~ #
* .
O .
O .
O .
O .
O .
O .
O
q
W M I
+
0
~ 0
N 0
~ "
*
o
0
0
0
0
0
0
\
E tTi #
h Vl
. ~(1 N
. Vl
. v1
. ~(1 N
ti •i 'i C~ H
S ^ R N fi 'i r-1 r4 ~y rl
*
S k
0
C 0
P 0
P o
C E' ~
~' ~`
O
O
O
O
O
O
io
io
io
~o GI M
p+ V
~ C
~o C
~ P
~n
'~
m
0 0 o
° f . • • • r
i
• •
F~.
« o 0 0 0 0 0-
Ox
Z
vt
o vt
O u~
o "
~ t
~
~
o
0
0
o
m m m V~
i-+ E *
+ ° c c
E a
k w
• m m m m c v
0 0 0 ~ o * o 0 0 0 0 0 0
U •
0
0
0
0
o
0
~9 ~
a
~ r
#
o
0
0
0
0
0
0
z ,
a m o 0 0 0 0 0 0 (V
0 0 o i
i-
N W r
* .
o .
0 .
0 .
0 .
0 .
0 .
0 ~
F
~n 2 +
H O
# ~
v1 <v
N
.y m
N
R m
~O .] ~ ~ ~ ~ ~o v ~ m m
m
°'
'~
'^
`*
~ .1 Y in ,-
i N f~l .i a O C 'i ro O m O ~
ti w'; c9 a o o .a o .-~ o .. o ti o o .+ o
o
~
o
i(I
o
~(I
o ~ M
a
~
S n
p
p
p ~
0
0
0
~ (
`] ~ ~ o l0 o b o \O o l0 0 l0 0
~ om zo . a o 0 o a o o ~
i ~ ~ °
o w ~ : ~ ~ ~ ~ `~ '~' `~
. ..
. a
m
wv~y
• .
. .
. .
. .
, .
. .
. ,
.
~
l0 N 1~ N M O Q Iz1 Z`-l W M M N O m l l0 ~(l l0 ~ ~
m
r
N r
01
t"1
~tl
N N
N t
l
m D
1 m
' 1~ f~
N
ill
O
~
N
~(1
m ~-] fC /~~i • rn l0 C iD r (
I .-1 l0
(~1 N rl Ol W[n W W W R • p~ . r ~ ~ m ~ ~ N ~, ~ ~ ~
~
~
~
~~
w~
O
O
O
O
O
O
O
O
O
O
O O
O , O
O O O Od'J'Jpl
~
0
0
0 O O
. . . .~ y a x o
•
. 0 0 0
•+ t E •
x ~
N
•-~ 1~
o 01
~ O G]
N
W F tG a
.]
.
v~i
N N 0 V1 rl ~O
~
3
F
lil
x
.
. o
. ~
. in o 0
~ ~o u~ t
u u
i
7
*
1(1
I()
V1
C P .
r1 .
f4
H
~ 0 *
N
~n a
O'
a P
a O' N O
aa
" P
. O'
. C
° P P C
a z + a a a a ~ ~ ,~
~
0 a
U ~
d (~ k
y O U~ M
3 O 2 •
o
°' ,y
'~ m a H
N W N +
x ~e
m ~n in rn in N .~
m m P 5 N .> + in ~ ~ m m r ti
aml~ mw . . r .
i
c
0 v
0 in
Z O rn
' N
+
~n
in
N
~n
N
~o
~o
'~
~ o
~ ti ir 2 $ W « o 0 0 0 0 0 0
.
-i -~ L N O
' • .i ,y .y .i ,y .~ .i
, .
. N(V
U R rl ~y fy N rl ~y N
aL] r~ «
~
P l'1
C I~
~O O C H 0.1
U~ LL {K Pi 'j
S O h
R N W N P V1 N f+1
lO
t0
l0
G]
F rl
# O1
l0 'i G'
~ h O O 1(1
~ ~
~
• h
• t
• 1~
• 0 N O
O O O O
41
•
O
O
O
O •
O •
'-1 •
r~l
Q ~ ~
~
`~
O
~
'~
~
m
~~
F +
M
O
l0
t~
tp
O
l0
N
~O
N
N
~
fl
N
01
~'1
O~
t~
O~ I
f1 '>
•
Ol
O~
O1
O~
O
O1
O
O1
O
O1 1
O c
m N
i C
N
'4
.
'
.i
.
.-~
.i
W fz]
•
.a
.
.i
.
.-i
.
'i
.
N
.
.i r
. m
ti
r
O V
O 'i C 'i C ri . r7 Fl O Y V~ 'i P 'i ~ll 'i t(1 r-I ~(1 rl i(1 ri ~(1
N O O
N O O O U M[d 1n * O O O O O O O O O O O O O O
O
'4 .
O
.-I .
O N
-I Q
O N N • N . ~y . N . . iy
. N k N O N O e4 O .-1 O O ~ O N O
RC M
P
l'1 tn M m ~ O "} C .-i In e-I tO 1A N O N
N O N o P a 'y .y N ('1 m N C m F ~ O r b
01 N OI O O1 Ol O . O
F' ~ •
W h
O
N
~(1 •
N •
m •
l v
O • • (n • • • •
l0 N ~O I~t T rl fv
E
i-] #
.-I
.-I
-1 f \
4
O
~
l1
P
1~
(~1
P K W R vl ~lJ i
N '
N V1 ~I ~(1 (1
N N N f-0 E" ~ M N N N N N Z N i
N /~ ^
a [n r] •
k ~j
"
r i->
`
q b/
, 4
W
'
Z
m
U
N ~
a
' 0
0 0
0 0
0 o
0 a
0 o 0 0
0
0 ,
~ + o 0 0
0 0 Q : o 0 0
+
a "
o 0 0 o O4] F O O O
' 2 N 4
a a
0
0
0
0
0
0
0 ~
0 +
0
0
0
0
0
0 0 0 0 0 0 0 o a a« o 0 0 0 0
'
O
O
O
O
O
O
O
p
41 N N #
x
• .
O .
O .
O .
O .
O
' U' t
0 0 0 0
a
"
0 0 0 o W 2 r o 0 0
~
0 0 0 o m x o o a
20
tC ri +
~
~
O
O
O
O #
F
O
O
O
N N N ~(1 ~ {~ ~ N y~
F Q • . . .
N rl '-I 'i U' M M N fi r~1
~T ^ i~
Sx
'
o
O
O
o F•
p~ x
o
O
N ~Il N V1 (~] ~ N N
('1 1`t l~1 (~1 ~ F f~l l~l
,
O
O
O .
O
. ~
~•
O
O
•
O*
z
' M m m m
.a
.
P P P C U Ti k C C C
C P P P FI H M P C C
0
0
0
o F W
Fa ru ~ .
o .
0 .
0
ao
~ U +
«
' ~ 0 0 o a " o 0 0
O o
. . . ~
z W> n
" o a o
0 0 0 o i.
i ~ a o 0 0
= E N f~ * Z
~n 2
tiO
+
~
' W w m m m a u N
Z
e-1 o
O
r1 o
O
r4 o
O
rl o
>
O W M >,
f~ i
] ~
k ~
N a
O m
" o
O m i-
i
-1 7
. a > .
a m ~ ` .
J ~O
0 O tO O l0 O ~O O N H ~] y' M ~O O ~O O lD 0'.~'
0 0 o w q x z^ ~ o 0 o m
~
~ ~ ~ ~
~ om wa * ti ., .,5~
~ ~ al N Z t~ x N .1 (n ~
t M 01 O .i 0 ('1 rl tll .-I fil Z ra L1 # 0 W rl O N O a
.-I O N M N m N 1~1 U O 0 7 M N m ('1 (~1 (~1 F 41
- O l1 O ('1 O Ct O C
W
~
~
~
O O • O • O
tn p~ W~ } O O ~ G] M
0 0 o o 0 0 0 o a w n+ > 5 w x o 0 0 0 0> a
o 0 0 ow p>n,
•uty4L r~+
x o o a
qF
~ '+ x
S U
o
Z
U x
H
~ ~ N m til
i-
i
N ~-I N N f+a M c T O F
fC O E G] i •W rn
N r-1 rl N S Iu UI '~ # r-I fl r~i H
~"~ N 0
~
„~ 4 ~ a
' N O ~
a v c c * c c m.
-l a
;
~
;
~ a a .
. . . z .; ., .~
~
~ a : a
o
O x
V
U x ~9
U~ F [y ^
' N ~ ~
NOC1 # 3 O 2
o
rn
m
~ 3 O 2
a
E r
m
!~ W E
r n ~ ~ N L
i x ~ ip
.
i ., ., a a .> * .. ~ ..a~~
~o io ~ io 4 W D
2~~n w W
l
+ .
~o .
io
~oH~2
0 0 0 0 ~+ i-+ 5 F
3 W ~ o 0 0£ m O
' .i .i .i
£ 5 O
U
a
N N ~-1 rl U % N r-1 N ~] [
x1
'
, fv M Ki M W
O ^
i
' r G' CG fL
~
O ~O N 01 U' M W
~ Z' O } V
1 N .
-I
o m m m ta F a
w x m m m
' .-~ o 0 o O W x o 0 0
~ O
Z +
/1 +
N
~o c O c c ~tl m v~ F f .i ~tl c v~ ~n
m I ~
m 4] W x ~ N ~
~n ~ ~n ~ N .i ~n .y > a O . ~n ~n ~ ~n
' O O O O O O O O U Z G] N• O O O O O
e~l
fi
..i
'1
~
# . .
r-I O N O fl O .-I O N
N y
. N O N O .-I
a
I~ 0 V1 Ol P P m. l0 M T h N ~-1 N
t'I P m e-1 O O1 01 10 W 2
O •
~ \O ~(1 N W O
' .-I 1'1 P
' M 0~ N O N H (a
j • (~1 N ~O O f~
r~ r
~ r~ c G. E .] x c c <
N N N N .
N N N N tA F w h N N N
N N
a k
' 4
a a ~ia
~
~
W 3
~
3
~ x mx
U U
U U
M F~
~. . ~ . . . . . .
r NO~~In'iO~II
i(1 O~ N~D O C!~ .-1
01NVlOlN~O01N~O
O N(1 V~O I~ 0 O'-1
OOOOOOOfiri
r-I rl rl ~i'i M~-1 rl'4
N
~
0
~
N
a~
I~CO
4.L.
~
'
'
1
'
1
il '
II ,
'
'
'
'
'
1
,
'
'
'
1
1
~
_
~
_
W
Z
J
~
~
M
a ~ia a a a a a x
~
~ ~
3
w
3 3 9
x
z
3
x
U
U
U
U
M
N M
H
"
~
ru x
u~ z
w
5
3 3
~ 3
X 3
U
U
U -
U
U
N ~
N M
H
. . . . . . . . . . . . . . • ~ . . • . . . . . . . . • . . . . . . . . . . . . . • . . . . . . . . . .
N O t~ rl Ot ~O tO O m IA N T f~ P.y Ol ~O M O m IA N 41 1~ P N Q] V O1 O P h N Ol ~O C rl m~O lO O P J) N O~ ~O c r1 m N O'1
~01NlOO("11~r1~(lmNl0a1(~1t~.-I PmN~OO~('1hOP W Ni(1T("I1~ORmr~l NAl'1100 V UJrI~(1OfNl0OCI"1 N
01 N~O Ot M t0 Ol t1 l0 Ol !7 ~O O1 t"1 t0 O f'1 t0 O(~l ~O O 1"1 1~ O l1 1~ O 1"I 1~ O d' t~ O c I~ O v t~ rl v 1~ N P 1~ .i c!n .i c m.4
N V Jl ~ oJ O1 O N(~1 P l0 1~ ¢) O.-I t'1 V In t~ m 01 M N t"1 vl ~O h Ol O.i 11 C~ l~ m~ rl N(~1 Vl l0 1~ Ol O.i (~1 C~(t h m Ol 'i
r-1 N N~ rl '-I N N N N N N N ~`t l"1 (~1 l7 I~t 1~1 (~1 !~1 p P C C P C C~(1 N Vl N'fl ln N N~O \O ~O ~D ~O \O ~D l~ 1~ !~ t~ 1~ t~ I~ I~ m
rl 'i 'i 'i f4 r-1 'i '-I r~ '1 'i fi fi fi 'i 'i 'i rl '-I 'i 'i 'i r4 ri 'i 'i r~l `-I rl rl 'i 'i '1 'i 'i fi fi 'i 'i e~ '-I fi r-1 e-1 'i N ~-1 r~ '-I 'i 'i
N
~
O
0
a~
~
~
~
~~
,,
I,
II'
I1~
i ,
, '
,
'
'
'
'
'
'
'
'
'
'
'
,
r
~
~
W
J
~
M
a axx~a a aa~aana~axxaaaaaxaxa a ax a
x
~ ~
mxxmx
~ 5
U
3
3 U U~ 3 x
U
N N
H M H
N
N
x
m
V
3
ti
xxxx
xx~~~~~ww
W~ w 3 3 3 S X 3 3 3 3 3 3 3 3
25 ~UUVUUU3
% k X X 3 3~ U U
U
U HtiHH
M M N
U HH
U U N
N
UUX H
3 3
V V
H
H H
~~
M N N
m
x W
W ~ 3
U
U 3
3 H
H H
O r P N~ N M ti m~ m O r C N~~~ ti m~ ry O r C ti A~ m O m~ N O r C ti~ b M O W~ N~ r C ti 0~ m O
m N~ O m P N N m N~ O m~ N P m N b m~ r ti C m ry N m m r O C m N~ m m b O O m ti N~ N~ O P r ti~~
P m N N m ti~ m N N m N N m N~ m N~ m N h m N~~ N N~ N b~ N b~ N~ m~ b T M~~ m~ O M b O m b
N M N b r m O N~ P N r m~ ti N M~ b r~ O ti m v N r m~ N N m N~ r T O ti m< N r m A ti N c N~ m~ O
~~ m m m m~~~~~ m A m O O O O O O O N ti ti N N ti N ti N N N N N N N M M m~ M m~ m< C c P P C 0 N
N ti ti ti ti ti ti N N N N N H N ry N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
N
r
~
Q~
~
~
~
~~
,
I~I'
i'
'
'
'
i
1
'
'
'
'
'
'
~
'
'
'
1
r
O
_
LJJ
Z
~
.~A
r!
M
xaa
~
m
... ~
• o
M
r~
~ Si 'S
W W
~ ~
U rf
U%3
3 ~n
. a
M N N
b
m
.o
~
m
N
• O
e4
.i
m
0
. o
M
m
O
N
~
m
r
0
m
m
~
. ~
~
. m
0
.i
P
. m
O
~
. . . ~ o
r ~n c~
N~OO
or~~
Nt'1P
~ N ~
N N N
r
F
X
W
^
~
E
O
a
W
~
G1
O
2
rQ
£
a
~ X F ~
F W'L]ti eC
a m x
z ar'~uz°Oa~
o wz~c~ruoy
FFina''~zywz
W QW W U O O[G yG~y O
W 2r~i~~~U~yO
a~ax~w~ww
a~w F ~uc~a> aa~n
~nazaaraz~aao
~i-+U35 W Um3N
F O II II II 11 II II II II E
~~U' NU 3~G1Xml.~n
z.. w
N
O
N
~
~~
^~
I..L
~6/~
' Q
4
, , .
' `
.~ o
~
„
, w
_
q m
W
„
, ^
0 M
N 2
~
r
a
' a~
N
,
„
P
' N
Z N
H
F -~
Vl M ~
~ 5
~ a r
' ^
/
~ ~
Q
~.. o
O ~ a
~ ~ N N ~I
~ Z H T
~ W v ~ a
' 0
~
~ ~
W N
~ ~ Q
az a
7.
~ ti rL 2(t E E fil
N 5 '+ O VI t/1 y
' M w~ a > a
a
a N a z
~
~ u a w
w
E'
O [.] ~ "
, a a a .
,
a .i a E+ rn p
~ ~n F in a
U N
°
~ F -+ i a a
m
~ ~ W
' ~ 4 .
-l q O
u~ tA 3 o N U
~ t'J
w
F ~
a w 3 O
~.
i o Z
3 S
W N
. f~ N I
U E.
' ~
`
~ ~ "
w 0. ~ Q fr] ~
~
Y ~ ~
~ ul O
N ~ a U
~ w a
' m
W E
F
d a a
> 3
3
a a
~N ~
, oa
ry
1
I
I „
O N
Z d UI VI Vl
rl M i-I N O
~ N (~1 Iu
O Z 01
V P 2 2
' ~
~ F 2
N
~
\ O E
Z
H
m rv U O .+ i-
r H
W Z
N .] i-i .l
"'i C'1 U' (~
'
0 O
M U p W W Q
E+ s x x
' Q 4
4
W
W
C
W
[4
x y a +
o tA x
Q
i2 U ~
£ r+
a
a #
°
F~ z~ «
ao y ~
0 0 *
c9 x
R + N N #
+ `~
fil O } ~
ao .i . «
~ o
II .i
N z ~
* ~~
~
Q
a m "
~no +
5o wtil x
~.
^
O
N µ'
\
k J
q a Q
F
a 3 (.
9 i-
i x Gl\
5 ^ k . ~`
~
q xx t
>o
W m >o
f~o ~ E•
.] •
.] • 3
ax
W « ~
W b
G]o p
p* ~
m
vI o ~
U~
g
~(-
~ ti Kx ~L
3 3 2* ~
~ ~
U S
R E a «
W o'i ~ h
W U
Y
w z a w
+ : ~
> ~ oa
Z
E
v~ W Y
a~
~ tio 0
:
~' a
~
~ "
r~ .
a v
i
i ~. . , ~
~
Z~ W ~
N ' O~ HM~I [.1 S1~
~ ° W o °m a~ ~ °a : (6
~ a aow c~ . ~
a o ama k
U
Q ' S 'Nfil
h .]4 aa
~ F amH
>x m:
z m v
a°i N
i «
~ k " "
a a
s "
u
i F E. E+ c~ r
u
ti +
a cr .+ u.+ u., z~n F x a a +
G1 G1 W R1 M N Q p F W k
rn uJ N z 3 W„ > x
I Z
R ~ Q
W EP F•+ FN ~9>~n M r
N Crv Cm Cm W H,-~ y~.;
O ~
Z m
, z o Z o 3 2~ ~ E :
a Ho .,~ .,~oo zz a +
a zti ao «
U
G] 1~ ~O ~ N 1 [~ +
U r O • m w F+ ,'~ d^ t
w o O o
W N
0 Z
~n r r Z,.
a ',
3 «
W M O N rl fA N ri O Ix] a M k
b FO Fo Y Eo H >+[uE ~
N ry .~i Q.y y' Q.i E f~l a a •> w
F F F OE r1U 441~ a14] •
W N N N ~~
W
~ ti~ Z 3 W +
3 O 5
O ~
O
rC Q r2
N .
]W t
w 4 o £
o o~ w
x u
i aa so «
y a y
aa
~ m m m~ :
N [.] ~
E 3 ~
O 57 ~
/I~ G. «
I ~
11 ry F'. D +
O
N ln N
U? O F #
N N N '(i I~J [l~ '~J Y
W ry
~-1 N l"l
N '.1 F1 O M
N ~ ~ ~^C 41 N •
N
~
~ +
O O O
a
Q
2 Z Z C U' N }
2 Z ~~
2 E p £ x
W 3 O
W til '
W F ~ x
.
-l
W r
-l
W ]
r-
W
N
N ~ V
Z+ q k
4
I '
I ~
II '
I '
'
'
,
'
'
'
1
'
,
'
'
'
'
'
,
~
O
r
r
~
~
~
M
4
~
W
2
W
U
H -
a _
0 0 0 0 0 0 0 0 0 0 o a
0 0 0 0 0 0 0 0 0 0 0 0,
0 0 0 0
0
0
0
0 '
0 '
0 '
0 j
4
0 0 0 o
0
0
0
0
0
0
o a
p~
Z i+
W
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 ~]
O O O O O O O O O O O O O O O O O O O O O O N
O
O
O
O
O ~
.
O O O O O O 0 0 0 0 o w ~ p
0 0 0 0 0 ~
0
0
0 '
0 '
o '
a W z
y
a^
mH
0 0 0 0 0 0 0 0 0 0 0
ul ul ~(1 ~Il N ~ N Ill N In V1 \
~-1 'i N N r-I r4 N r~l rl r4 'i C~ N
5 f]
'~,
~. O
o o
0 0
0 0
0 0
0 0
0 0 0 0 0 0
N
ti
rl
r-1
N
N o
N a
ry o
N 0
~1 0
O O O O O O O O O O O
~ ~ ~ ~ N N N N N N N ~ry'
N ~ ~ ~ ~ ~ ~
N N N N N N N N N N N@i
O O O O O O O O O O O N G1
ao
U
0 0 0 0 0 0 0 0 0 0 0
a
o . o 0 0 0 0 0 0 0 0 0 ~ ~.
j 7 Q
0 0 o O o 0 0 0 0 0 o H p~.Wj ~~
rn W w
r/1 2 ~
.a .-i o ..i .y
°
°
° N O
~
`9
~
0 0 0 0 0 0 0 0 0 0 o o o 0 0 0 0 0 0 0 o o
v
i
i >. N
m o m o m o m o m o m o m o m o m o m o m o t~] F; S c9 a
~
o
m
o
m
o
~o
o
~o
o
~o
o
~o
o
~o
o
~
o
o
o
m a>
o am N
m
m
m
m
m
A
~
~ ~ H H a w ~
0
0
0
0
0
0
0
0 m
0 m
0 ~
0 r~
0~m cG
tza a
~
„ ti ,. .. a o r~ c~ ~
d N E
ri N .-I i-f N r-1 N N ry P N h N O N P N m 1+1 (~1 (~1 pl 4] '
y N
O N O N O N O N O N O N O M O (~1 O M O G' O ,
U O p
O O O O O O O O O O O O O O O O O O O O O O
~
F
'~ Q
0 0 0 0 0 0 0 0 0 o . o . o . o . o . o G
, r
ii a
0 0 0 0 0 0 0 0 0 0 0 0 0 o a W H > x
0 0 0 0 0 0 0 0 0 o m p p m
. . . . . . . . . . . N h PS
.1
W m O N
in5 xU
N N (~1 (~1 (~ m m m M P C GI E a a i.]
0 0 0 0 0 0 0 0 0 0 0 3 t.~, n >
ti
N O
M
~(1
~(1
VI
i(1
N
i(1
~(1
N
t!1
ul
i(1 Ul ra
N O
0
0
0
0
0
0
0
0
0
0
o a a
rE F
zz a
ao
U
a
C
rnoc~
0 o m m m m m m m r 3~a i-Zi
0 o m m m m m m m rn m N w E
m m m m m m m m m m m K a • 9
m m m m m m ~p m m ~o m
2 0 y
N ~]
m
0 m m m rn m ~ m rn m m F+ H Z 3 m
N 0 0 0 0 0 0 0 0 0 0
fl fy N ~y 'y N N N M C O
a ru
0
t 0 0 o m ~
O
m O a H~
0
l0 O ~O OJ ri Y1 Y1 ~ l
0 N U LL C iG .1' O
' N
' (~1 N N N N O O Ol O1 41 F r]
r~
.y
.i
.y
,y
,r
.-~
,y
.i
o
o r+
^ a w
ul
Q O
2
a
P~
01
O
~Ol
m
O~
N
~
O~
Ot
v
O~
O
O~
O
O~
01
O~
ot
O~
h N
O1
N ~O C l0 ~(1 10 l0 t0 l0 10 h l0 m l0 m l0 m ~O 01 l0 O~ ~D I Kr '.7
• m . m . m . m . m . m m m m m m t.] m
m
m m v~ m in m v~ m v~ m in m ~n m ui m ~n m u~ m in m •
a
o ~n m ~n m in m in m ~n rn in m ~n m ~n rn in rn in rn ~n tJ z r,
i
+ • o • o • o • o
o o • o ~ o • o • o • o
~
. o .a o .+ o .-~ o .a ,y o .~+ o o .+ o o .a o~
N
I~ O t~ 1'~ O C P rl N O1 01 M 0 '-I @ l0 V1 h N ~O a
O ~O ~O N 41 rl O M ~y O N O (~1 O < O p O Vl O ~O O M Z
~ O O O O O O O O O O O
O O O O O O O O O O ~ H
~ -
~ ~ ~ O O O O O O •
'-I ~ N ~ .i .y .~ .y .y 0] E
a y ~
4
I,
'
'
'
'
1
'
'
~
'
O
r
~
r
' ~
M
'
,
'
'
'
'
'
'
4
~
~
W
U
~ M
N
O O O O O O O O O O O
• O O O O O O O O O O O
# O O O O O O O O O O O
i
M
4 O O O O O O O O O O O
~
R M
! O ~ O O O O O O O O O O O O O O O O O O O O
a« o 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N#
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
+ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
x W
« ~
x o 0 0 0 0 0 0 0 0 0 0
a
« o 0 0 0 0 0 0 0 0 0 o
x
« o 0 0 0 0 0 0 0 0 0 0
E
.
«
« o 0 0 0 0 0 0 0 0 0 0
~[1 V1 ~(1 ~I1 h tA ~(1 ~(1 tn V1 N
t
N N '-I rl 'y fy N e1 fl 'i rl
F
z+
F+
a* o 0 0 0 0 0 0 0 0 0 0
W o 0 0 0 0 0 0 0 0 0 0
^% ri ri N rl ey ~y ~y N N N r-I
£~ O O . O O O O O O O O O
W F
O~
2+
i~ N N N N N N N N N N N
~ b ~ ~ ~ ~ ~ N ~ ~ ~ ~
+ N N N N N N N N N N N
a O O O O O O O O O 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
U~
O
.
• . . . . . . . . . . . H ~
0 0 0 0 0 0 0 0 0 0 o
+ E ati
~n Z 0
N O
F O r-I O O fl O rl O O N O Fl Fi ri M
O O O O O O O O O O O O O O O O O O O O O O !n I ~~~
w# m o m o m o m o m o m o m o m o m o m o m o W t; x
x n m o ~o o ~o o io o ~o o m o ~o o io o ~o o ~o o m o H i-~i a ~
+ m m m m m m rn m m m m [.~ n
~
+ o 0 0 0 0 0 0 0 0 0 o O m
*
~
..
~
.,
..
.,
..
,.
..
~
ti
a o r~ ~
a~nF
41 1~ l'1 G' C N P rl C' O ~(1 ri N N lD h \O f'1 1~ N m N W V1 W Z r]
>~ o in o ~o o r o m o rn o 0 0 .-~ o m o m o r o m U O
rt * o 0 0 0 0 0 0 0 0 0 0 .-~ o o .+ o .-~ o .i o .y r1 F G]
~ • o • o • o ~ o • o • o • o • o • o ~ o ~ o W v~ d
[.~« o 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 0 o a m N
m. o 0 0 0 0 0 0 0 0 0 o a D> c~
, . . . . . . . . . . .~~na
+ "
ul f4 U
+ ~O m O t"~ N m .1 ' c h O t~l O Ll N
. a a ~, ~n ~, ~ ~o ~ ~o ~ ~ w F a a
* • sC O E
O o 0 0 o O o 0 0 0 0 3 W m
* ~i
k y ~
R ~{
i
4 N I(~ V1 N Ill In Ill i(1 I(1 1l1 ~I1 ~N Q
• aa
• O O O O O O o 0 o O O ~( F
+' 2 Z
* rC O
x U
n
x p~ p
* rn O t~
r
~
a r r ~o io ~o ~n ,n v ri m rv a i-
i
+ m m 01 m O~ m 01 m Ol m m !~ W F
m m w_ m m m m m m m m a a
. . . . . . . . . . . .
wo
. ~o ~o ~o ~o ~ ~o ~n ~n ~o io ~o z 0 ~n
. m m m m m m m m m m m i-a H 2
• O O O O O O O O O O O 'L' N O
.y .i .-i .i .i .a ,y .I ti .i H G U
+ a m
w>r~
+ m m io ~n in r o v o- ~o e O fL r-i m
M O1 ~ll N 41 t0 M rl m ~O 1"1 .i U' W Ri C
+ m m m r r ~ r ~o io ~ e w
* . . . . . . . . . . . N
O O O O O O O O O O O ~
Y
* 2
x ~
+ y
s o m v m r m o m r~ m ~ m m rn .y m ro m ~o m m
+ O ~O O ~O O ~O ~-1 l0 rl l0 rl lp ~-1 l0 N ~D N ~D N ~ N ~O I
+ . m . m . m . m . m . m . rn . m . m . m . m
o« ~o m m m ~o m ~o m ~o m ~ m ~o rn ~o m ~o m ~o m m m. .
v~ ~ m ~n m ~n m ~n m ~n m ~n m ~n m ~n m ~n m ~n m in m ~n U
o • o • o • o • o ~ o • o ~ o • o • o • o • o
+ .~+ o r+ o ,-~ o .+ o ,-~ o ti o ,-~ o .-~ o .1 0 .i o ,~+ o rn
T N
~
s m ~O C Vl Ol ~(1 C N O~ ~l1 T C m C N C ~O O P P t~1
io o r o ~ o m o m o rn o m o 0 0 0 0 .-~ o .-~ o w
r
+ rn o m o m o m o m o m o m o 0 0 0 0 0 0 0 0
r] • O O O O O O O rl N 'i .1 W
[z1 k O O O O O O O O O O O
\ k N e4 '4 rl N r1 ~y N 'i '1 m
a.
' x `
O
4 ~
4
r
~
~
r"
_`
r
r
~.w
Y/
M
m
~
y
z
w
U
ti
a
a o 0 0 0 0 0 0 0 0 0 0
m a o 0 0 0 0 0 0 0 0 0 0
m •
~ * o 0 0 0 0 0 0 0 0 0 0
a +
«
~ M * O O O O O O O O O O O
a «
n
r
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0'~
a a. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N•
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
O O O O O O O O O O O O O O O O O O O O O O
k W
•
O
O
O
O
p
O
O
O
O
O
O ~
W Z # O O O O O p p p O O O W
a * o 0 0 0 0 0 0 0 0 0 0
Q
W H #
•
+
a
o
0
0
0
0
0
0
0
0
0
0
\ s N ~ tn ~(1 ~(1 i(1 V1 i(I N tn N
Fa .
U N Y N 'i ~-1 ri fi e4 M M N 'i f4
S~ ^ 4
x
9+
F*
o~+ o 0 0 0 0 0 0 0 0 0
w x o 0 0 0 0 0 0 0 0 0
0 k
# N ~i ~-1 'i ri ~-1 r4 'i N
£ k
~ n O O O O O O O O O O
O~
zx
a «
ry' k N N N N N N N N N N N
U T • ~o \o ~O ~O ~o tp ~p ~p iO ~o \o
M F M N N N N N N N N N N N
E d x
N[~] O O O O O O O O O O O
0.' C]
U
k
a
m> •
«
o
o
0
0
0
0
0
0
0
0
0
0
0
~ o
0
0
0
0
0
0
0
0
~
O
a u~ + . . . . . . ~ . . . . .
~' ~
o.a
: o 0 0 0 0 0 0 0 0 0 o i-
i
m ru E+ ~
" ~' O
:
O
O
O~
m
~D
r-1
N
V
l0
N
('1
~]
~µ
N • x O O O O m 'y O f4 l0 m 01 O I~ V1 N O1 P 1~1 l~l t0 N 'V
a~ W} Ol O O~ O m Ol V~ m O O> O O O O O O O rl O N O a ~
Gl • S k ~O O ~O O ~O 1~ f1 O O O O rl O N O N O N O rl O N a~
Z o
G] fL «
• m
O m
O m
O m
O o
ri 0
N 0
l 0
N o
e-I a
l o
l Qw ~
(~ 4 fl N 'i '-I iy N r
N N N r
r-I r
N [L ~
k d
W• O1 f"1 O ~(1 .i N C N rV ~O ~O .-I 01 N O m .y m (7 N 01 [a~
^ 9+ o rv .i in ,y m ,y m o r~ r r~ .+ rn N ~ o r m m r~ U
rl ry' µ' F O N O N O C' ~(1 C (`~ p V1 I1 v ey (1 O ~O O1 P m m
G] W x • O . O • • m • 01 • N • O • N • h • ~D . f~ W
.'7 S W• O O O O O fy p .-I [~ 'y t(1 N N r-1 01 rl ~O O C O N C.
N+ O O N N N N ti rl N N pl '~J
M . . . . . . . . . . ~(1 N
+ ~y
~n a
. r .+ ~n o o rv ~ r rvi o m o td
.l + ~ m m m m io N r rf m in W E
~
+ ~
>
M
x o 0 o m m m m m w r r 3
+
k
V1
~(1
Yl
~(1
Vl
N
N
N
~(1
N
Vl
* O O O O O O O O O O O
tl +
•
+
•
x
k
• .~1 O 0 ~O C ~ .-1 pt m N
~
~ 01
m 01
0 1~
pJ N
P N
I~1
C 1~
~p ~(1
0 rl
O i(1
rl 1~
N
N
•~] • ~O l0 t0 l0 01 T O~ 01 O O O
3 W ~ m m m m m m m m o 0 0
+ o 0 0 0 0 0 0 0 .y ,~ .-~
r .~ ~r .i .~ .-i .a .i .i .i .y .~
3 f n . c~ rv o o .. o m .. ~n m O
S O O1 h ~(1 O O O O O r-I M r-I (~
~n ul Y1 .i .-~ ti .y .i .i .y .i 41
~ W + N
O O O O O O O O O O O q
^ w h
O * 2
~ q
E Y
r
O
O1
N
O~
(7
1")
O1
N
O~
V'
O1
I~
01
N
O~
rl
Ol
T
01
~I1 y
O~
W' ,7 • (+1 l0 f~f l0 l~l ('1 l0 N l0 M ~O N ~O h lD 01 lD O ~O rY l0 1
W W + . m . m . , m . m . m . m . m . m • m • m
> a O+ b m ~o m ~n io m m m m m m m m m m m o m o m•
N L] (n k O Vl O ~(1 O LL Ol Vl 01 ~(1 Ol ~(1 Ol ifl 01 N O~ Y1 O ~(1 O ~ll U
S. O • O O • O • O O rl N • Q
4 N O N O rl y rl O r-1 O N O rl O N O rl O ~-1 O 'i p V1
y
~
# 1~ l~l O N ~-I U r-I p ~(1 O Y1 1~ N rl Cf ~O 01 N rl 01 O ~O
Z ~ ti O N O N M N m O N N c"1 ~O t~l Oi N rl N C .y ~O .-I b
o ~. . . . . . a . . . . . . . . . . . . . . .
N # O O O O O 'J O c h O Jl O ~ll O ~(1 O ~O O ~D O ~O O
(-~ a k e'i f1 r-1 ry' N 'i ~y rl N N ri 'y [y
0.' W k O O O p: O O O O _ O O o O •
E \ k N M '-I ^ ~y ~y 'y ~y 'y N ~-1 (Q
rn a • a.
x ~ 4 ~~
r
~
~
r
2
~
r
~
M
a o 0 0 0 0 0 0 0 0 0 0
a a o 0 0 0 0 0 0 0 0 0 0
w .
~ ~ o o a o 0 0 0 0 0 0 0
:
a
z H ~ O O O O O O O O O O O
d k
R
k O O O O O O O O O O O O O O O O O O O O O
a a. o 0 0 0 0 0 0 0 0~ o 0 0 0 0 0 0 0 0 0 0 0
. . . . . . . . . . . . . . . . . . . . .
N N%
k O O O O O O O O O O O O O O O O O O O O p
•
k
k O O O O O O O O O O O
~~ k O O O O O O O O O O O
!/1 • O O O O O O O O O O O
r10 x
m H
M
. o 0 0 0 0 0 0 0 0 0 0
E Q R N ~(l N h V1 N i(1 N i(1 ~[1 ~(1
Z MQ X N 'i N '4 'i N 'i N 'i r4 N
'.I~' *
E •
GL * O O O o O O O O O O
W x o 0 0 0 0 0 0 0 0 0
^• ri N N rl N '-I rl N
•
2' # O O O O O O O. O O O
a
o«
z•
a .
Q k N N N N N N N N N N N
U 2 ~o \D lo ~o \O ~D \o ~D \o \D ~O
H E • N N N N N N N N N N N
H LL #
G] # o O O O O o O o o O o
a ^ .
U
x
w
x o 0 0 0 0 0 0 0 0 0 0
~~ r o 0 0 0 0 0 0 0 0 0 0
D a x o 0 0 0 0 0 0 0 0 0 0
m m +
O *
~~ t~ a a r m r~ m ui m m v r
N I N • O1 N rl i-1 .i rl (+1 'y p .y p O P O ~ll O ~(l ~ V1 O N
N 2 U' Fl • 'i O N O N O N O N O N O N O N O N O N O N
~ W W W + . . . . . . . . . . . . . . . . . . . . .
rl W S F ~-i O rl O ri O ~-1 O N O .i O N O .i O .-I O 'i O
~ fC Z ~ + O O O O O O O O O O O
Iq CG W tx r .i .i .y .i .y .r ,y .y .a .-+ .i
D I~ U~ • N f4 rl N r4 rl 'i ri 'i 'i N
y F +
a .
2 a f~ + ~n vi m ~o N io ~v a a~ In n m rn m .i o .-~ io in ~n ~n
O ^ D Y ri N P N P O N N ~O a1 .-I O ~(1 P N N m 1`1 C Ut .i
F 41 i-] !S ~S + m Vl h N l0 1~ t0 O~ N C Vl N O T m rf M rv1 Ill ln
m W W W + . ti • r • o • m • o • ~o P m • N • 1~ • N •
G1 N '.1 S Iu M O O pl O m O I~ O ~D O V1 O V' O P O (~1 O In O
a W N k 'I O O O O O O O O O
/1 F k
S U k
H w ~(1 C p~ l'1 N ifl M .-I V1 N O
O F G1 4 N 01 N I~t O l~ C N Ol I~ ~
fu N > • 1~ t0 ~O ~o lO N ~(1 ul c c c
N #
y ^
N a
41 ra
~! a { N ~(1 ~() vl N N V1 ~(1 V1 ~(1 i(1
z z a ; o 0 0 0 0 0 0 0 0 0 0
a o «
U +
U' x
d ~ ~
rn O (7 +
3 O 2
N W E k 1~ ~O C N O1 ~O ~O N N O~ N
fL r~ •.7 M V N ~O l0 1~ I~ m m 01 01
2 W ~ vl W x . . . . . . . . . . .
'L ~ N r] M O O O O O O O O O O O
t+ i-+ 2 3 m « o 0 0 0 0 0 0 0 0 0 0
£ ~n O + .y .y ti .y ti ,y ,y .y .i
a w u # ti .. ., ., ., .. ~ ~ .. .+
r~ > w . P
r-~ m 3 + rr r .-~ vi o c m m v o
tL !x tG S O ~ tv N m m v a c ~n `n ~o r
oE. W + .i r+ .r .~ .~ .i .y .r ~r .y
Q~ * o 0 0 0 0 0 0 0 0 0 0
O ~
•
F « in m v m ti m w m o m m m v m m m .~ m v m ~
K. 'J # N l0 ('1 ~O V' l0 V ~D ~(t ~D N l0 l0 l0 ~O t0 l~ l0 1~ ~D 1~
ul W r . m . m . m . m . m . m . m . rn . m . m .
> a o x o m o m o m o m o m o m o m o m o m o m o
~L W 41 M O Vl O N O V1 O N O ~ O N O VI O ~(1 O i(1 O N O
M • 'i N fl r-I ni 'i nl e-1 '-I rl N
h N O N O N O 'i O N O fl O rl O N O '4 O N O N
• l0 ~ll N ry M rl C O P . 01 C1 m .~4 t0 1~ ~O ('1 l0 01 C 1+1
ZO ~* (~ rl OI N O rl ~y N O !~1 O C O C O ~(1 O Yl O ~O
~-. W. ~o o ~o o r o r o ~ o r o r o ~ o r o r o r
F a• rl rl N N N fi N N fl ry N
fG W• O O O O O O O O O O O
E \% rl N ~y ~y N N rl N fi
rn a •
+
~
,0^
V J
~
~~
^~
~1
~v
4
m
m
y
a
w
U
N ~
r~
~
~
~
r
r
~
M
a o 0 0 0 0 0 0 0 0 0
a + o 0 0 0 0 0 0 0 0 0
m « . . . . . . . . .
~ t o 0 0 0 0 0 0 0 0 0
:
K +
O fil + o 0 0 0 0 0 0 0 0 0
z ., +
a +
~n a
o « o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o a C+ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N•
O k O O O O O O O O O O O O O O O O O O O O
W #
U' x
2 + o 0 0 0 0 0 0 0 0 0
a ~O x o 0 0 0 0 0 0 0 0 0
W 2 +
~ Q t O o 0 0 0 0 0 0 0 0
m M M
F
#
F O O O O O O O O O O
\ + ~(I ~(1 ~(1 t(1 Vl h ~(1 ~l1 tlI N
E Q * . . . .
S ~ .i ti .y .y .i ,y .i .+ .~ .y
+
5 •
F~
o a+ o 0 0 0 0 0 0 0 0 0
O {~ F O O O O O O O O O O
N O# N i-1 ~y ~y N N ry ~y
O . £+ O O O O O O O O O O
wx
O*
'j. k
'] 4
Q k N N N N N N N N N N
U T. + ~o io ~p ~o l0 l0 ~D ~o ~O \o
M F • N N N N N N N N N N
F W ~
H W i O O O O O O O O O O
a^ .
U ^
!L M O o 0 o O O O O O o
z a W * o 0 0 0 0 0 0 0 0 0~
N 'J i.] k O O O O O O O O ~ O
E ~n W •
Ul Z
N O
rv] M fi • O O O rl O '1 N M N N -
O U! I 'J~ • • lp O tD O ~O O ~D O ~O O ~D O ~O O l0 O l0 O ~O O
O a? S a~ w x N O N O N O N O N O N O N O N O N O N O
O H M ra 41 • 5• f1 O .-I O N O N O ~-i O N O .-1 O N O fi O N O
4, o Q 2^ + o 0 0 0 0 0 0 0 0 0
O fA tZ w a + ti .i .y .a .a .a .y ,y .i .-~
W(n E U~ * ~-1 rl 'i 'Y N N 'i 'i r4 'i
a .
m W 2 a W+ m c~ .y ti r .i io m in N ~ m tv m ~ ~n c r .y m
rn U O ^ >+ m ~n ~n in m N ,y N m rv ~ m ~o m m m ~ c~
< /J'. E fil Fl Q µ' • N m N ~O N O~ N ~(1 N P ~I1 N O~ ry Vl N (+1 .y (~1
W fv N d W W # . c . .y . m . ~o . c . N . O . m • m . ~
N Y. G1 H '> .T. !u i~ O N O N O .-I O ~-I O .-I O .-I O .i O O O O O O
o a N a c~ vi * o 0 0 0 0 0 0 0 0 0
.y Q E x . . . . .
~n[G5U •
O G] M * N O 'y M ~ m M p~ p~
w~ O E f.al • ~'1 .i O~ 1~ ~tl m tv O O~ 1~
r~ W H '.~ # C V' f'1 1`t f") t~l l"I (~1 N N
N ^ k
M k
UI Fl k
i-] 5 M ~(I N ~I1 ~(1 N ~(I ~ N i(1 V1
2 Z a x o 0 0 0 0 0 0 0 0 0
ao .
u
t~ +
n~ ^
N O U' x
3 O Z +
i~ W E i ~ m rf ~n in c o in m .r
FC 4] 'J N W * O~ Ol O O O O N~ .y 'i r-1
2 ~ UI ' r] # O O N r1 fy N 'i .-I N N
~+ ~+ 2 3 W • o 0 0 0 0 0 0 0 0 0
E ul O + .y .v N n ,y
.H-l a5] U • .a .r .y .i .~i ti .~i .~-i ti .y
W>fu +
O 5 F+ m 3 x, m .i r v o r v .i m io
W G~ o: n: E O + ~ m m m o o .+ rv c~ m
N ~~ N N N N ry N
Py ~W ~ X O O O O p O O O O O
Q O x
N
~ F x o m rv m o m ~n m r m m m m m m m o m o m
~ i a 9 x m ~ m ~o m ~o m ~o m io m ~o m ~o m ~o m ~ m io
m Gl t~ ~ . rn . m . m . m . m . m . m . rn . m • m
m• D a o+ o rn o m o m o m o m o m o m o m o rn o m
~(1 U 2 4] N ~ O N O Y1 O Y1 O ~(1 O ~ O Vl O ~(l O ~~(1 O ~(1 O i(1
O N ~ # r-1 O 'i ~I . . 'i . N . N . '1 . ~ . rl .
N O 'i O rl O ~-1 O M O r-I O rl O O ~-I O
F~ 4
k t~ P ~-1 M P N tO 1~1 Ol N O (V N ti (`~ rl V N N
o w o £* ~o o r o r o r o r o m o m o m o m o m o
. . . . . . . . . . . . . . . . . . . . .
o f+ W« r o r o r o r o t~ o r o r o r o r o r o
G~ E .l • .i .i .y .y .a .~ .-i .~ .i .y
a t~ r o 0 0 0 0 0 0 0 0 0
~ N F1 ~ ti ri .i rl .i .-~ .-1 .y .-i ti
IX +
Q
~
~H
/~~
~^V`
W
a~
/~~
4.L
`l3
,
4
~ .
' W
z
~
U
M
a
, ~ 0.i O O O
O LL k O O O
(A R
~ ~ a O O
k
4~i R
0 O W # O O O
' T N •
a •
b k
0 0
a
o
~ o o .a a 0 0 0
N NY
O O ~ O O O O
~
' U' +
o ~ . * o o O
o a ~o + o 0 0
W Z +
O N # O O O
ao .
w .. .
a
, .
o H o 0 0
~(1 \ • ~(1 N V1
F Q •
N U~ N 'i fi fY
2 ~ x
#
F
*
, o a+ o
o ~] • p
r1 ^ + .y
a
4 £* O
0.~ *
O•
2*
' .]
N *
~
`o U S ~ ~ ~
(V N E
E d ~ N N N
O N W • O O O
a o .
L
r U µ
' ~
O o l~ t
.l 9 « o ~ o 0
H ~
o ~ a o 0 0
r ~ z `~ ~' *. z
0
' = ~O Ho
O a N~I y~ ~
« ~ C'I 1'1 N~I
~ N O
5 N O N `
5
~~ a~ w* N
J
~ O O w Q~ W '.{' # r-1
o O N .-I ~ y'
'+ om ~a ; 0 oma
~ ti W ofil c9 . Ptil
.rN H
' 6r VI F n y~
M ti
y ., wza ~: .. rv .. ~oa
.
.-1 O~ U O
(~1 RC F W L1
r] 0.~ 9+
Q i~ o
rl v
N Oi
O rn F W
O N-W
~O fu N d [x] (r] k • N
O o
~;~ > 5 ~* o a o o j W
o ~ Q ~
•~nyC x . t F
' S x U
inC
V •
F x ~ C K
~o Iv
tk C r] v
i v m
O F
w
N ^$ W(n '.~ X N N N
H
tnp * HQ
~i N r~
' u~ a +
°
~ r o ~, ~, ~, a a
o Zz ~ o 0 ozz
a
ao . ~°
c~ . a o
' a Q * N O V'
N O U' ~ 3 O 2
3 O 2
a
~ W f ~ N NS+f
uF
v
i N
F
.i C4 ~] . > # r1 ti ,.y q ~ p
N FC W O vl fil * . .
~
z
~2 a o 0 o~
z
' o i-
i 3t.
i r S u~0
~ N
N
~ + ~ ~ ~
~
a
U
.-~ f
L
U .
i .
i .
i i
-l L
]
a ru .
> w .
Gi Hm
a °
~a~ o « ~ axa
c
~
a x ~ ~
N W
Li E rl
N ~u * N N N
' O ^ ~] x O O O
°o '
z
a
N 4
.-1 Ol E • rl 01 'i ~-1
a+ ~ i
m a>
W W + rn ~o
m rn m
, *
O
'+ N U
• O Z W
i + f/1 + O
ti N O O
N
'1 O V1 O N '{
!n *
Q~ #
~n o . ~o o io r
m o w 2 ~ u~ o m m
O £*
' r o H W~ r o t~ r
.~ fv E .] * .+ .i .y
O • iS L] O O O -
a1 E ~ « .i .y ,y
y .] +
C x
' Q
a
X
S
U
~ . . . . . . . . . . . . . . . . . . . . . .
1~ m T O N("1 C ~ll ~O f~ m Ol rl N 1'1 P ~Il ~O t~ m O rl N
O r-1 (V P Vl ~O t~ m 41 0 N N C ~t1 ~O r m A O N M P N
~n ~n ~n ~n in ~n ~n ~n in ~ ~o ~o io ~o ~o ~o ~ ~ r ~ ~ ~ ~
00000000000000000000000
00000000000000000000000
rl N M'i e-1 N r4 rl ~-1 ~-1 r4 r4 '-I fi rl r1 M'1 N N N'i rl
~
~
O
~^`
W
~
~
~
~~
a aaxaaaa~aaxaaaxxaxxaaaxa
~
~
Q
r
_
~
J
~
~
M
ST
S 2 S 2
SSSx
xmmmzm
xx
xm
xm
x
m
x xxxxxxxxxxxxxxxxxxxxxxx
U U U U
UUUU
U U U U U U N N N N M
U U U H H H H
U V U U H H H H H H
U NH
V H H
U H H
U ti
M M
H
M V~ m m~ O ti N m C~ r 0 m O ti N M< V r m~ O N N C~~ r~ T O N M P N b r~ m O N~ P~ b r~ O ti
b r m T O ti M C N b r m m O N M C N~ r m~ O ti~ C N b r m~ O ti M P N~ r 0~ O N m C~~ r m T O N~
. . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
r r r M1 m m m m m m m~ W~~ T T~~ A T A O O O O O O O O O ti ti N N N ti ti N N N N N N N N N N~~ M
O O O O O O O O O O O O O O O O O O O O O O N N ti ti ti N N N N N N N ti ti N N N ti H H ti ti N N N
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 O O O O O O O O
N ti N N N N N N N N N N N N ti N ti ti ti N N H ti N ti N N ti N N ti N ti N N N ti ti ti N ti H N N N N N N N N N N
O
O
~
N
~
f4
~
~
'
II'
,
~
'
'
'
,
'
'
,
'
'
'
i
'
,
~
,
~
O
~
r
~.w
_I
M
a a a a x a x xaxaxxaxaa
~
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N
• O
rl
~ '"
xxx
5
T x
5 m
T. v
5
S .y
S . o
S
ti
5 GI L] G] 4] 4] G] W
G] W W W W
x fil W
41 U U m
~ U U U 3 3 u t
~ ~ 3
~ U U 3 3
N N N O
U 3 i+ti • o
U
H
~ ~
U 3
~+
U 3 i+
3 t+
U 3 H
~
U 3 ~
3 F+
U ~
3 f+ . m
U i+
0
V
3
3 H
H
r
0
. ~
~
I
~
.
N
..
~
~
'
o
m
m
~ o
.y
N
. m
O
.i
~
V
• m
O
N
~
• m
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p
N I'1 C Vl ~O l~ O~ O N N M C JI ~G 0 O~ O e~l N M P l0 1~ 0 O~ O rl N M ~(I ~O 1~ 0 a1 O r-I N P 1l1 ~O (~
c~(1101~mO~ON('l P~(1~Oh0]OION('1C~(ll0l~ m010Nf'ICN~O hmOION(~1 V ~IllOl~m
~n r~ rvi ri r'i rvi v c v v e v a v a~n ~n ~n ~n ~n ~n in in ~n ~o ~o io ~o ~o ~~o ~o ~o r ~ ~~- r r r r
n .a .i .a .y .i ,y .y .a .i ,y .i .i ,y .~ .~ ,~ .r .i .+ .~ .~ .i .i .-~ .~ .y .v .i .+ .~ .i .~ .i .i .y .i .i .i .a
00000000000000000000000000000000000000000
fl r-1 '4 r4 r1 rl r~l f4 rY e4 ei N N N'i rl rl 'i ey N N'i 'i M'i ri r-I fi N N N N'i r-1 '1 r-I r4 M M ey N
0
M
F
Q
W ~]
OE E W Q
ECdUS
> W 2 U
41 0 W
~ Q N O
a~as
NL]E W t~
Ci> M FM
N y N U 3 x
EOltllllll
O(a'JHU32
2 .+
Q
~~
TQ
V^J`
W~\
V~(/
/~\V
LL
~
'
'
,
'
'
'
,
'
'
,
,
1
'
'
'
'
'
'
'
H
O
~
~
~
~
M
r
a
F
X
~
0
~
E
O
a
m
m
0
z
a.
~
a
E
rFi n
xF
ar~~a
w x
>amF
moo a
Zcnwo~n
a zc~ E.
h] rn U 1-2i
0 m 2 O
~°azd°i
c~u~aFa
~~~w°w
a > o a m
z~aao
filU W 3N
II II II II Q
f~XT NuFi
0
~
0
0
a~
rn
ca
d
~~
1 4
4 4
I w
' a
~
~ .
m
~
a
1 o
~ ~
y a
w x
o ° w
.~ z >
~ F U r1
N £ a a
' ~ a ~
o m
~ ~ • V
d U'O 0
>' Z .]
ry' i N
7
' m N
~o
„ ~O
o
z II .+ Nz
~
~ Q ^
, ~
N
~o W
W [il m H
H ~
Do rnF ~
o ~ o' 2
i g ~ ~
5 Q
N
y
, ^ a°~ a° ~
~
w
~ ~O Z
a. o
,
N O VI
.y Z
a, 3 3 H
,
>' N O
N U =
E
E' 4 H 6
i
N t~ O > M W
z W ~
~ .l 'a~ i
-l U
~
' ~
z ~
H N
~ O ~
O N v W 2 d W
2 ~ M ~
N 5 2 F u
iW
' _
~ Qa
O
N E II ~ W U' y Q W
S U'
]
~ .1 rt v~ F 2 .
2 0 5 .] > .
C(il
~ ^~ c~ ~c ~ a ~..a w
az
"' m
° o z z a F o w mo
~ zo
~} .
,a z
a o° F ° w H a °ao
w ~~
' ~n x ~+ ^ .a w ~n o. .a o o. ~n Q
M ~ U a 5 ~ a Q UO ~i
C 2w
~i ^
O
2
E
R
Y
FC F f.] ~
~] i2
~ N ~ ~ V U F N
i
-l f.
] r1 EC i
h a
I H 7 5
M ~ U M O 0.' 0.' E N D b N
N
' C ~ W w H [.] f.] Q E
.] F ~
-l ~ k a
« x
V
W N 2 0~0 F ~n p W E F F t~ W
i-
i
z z N ~ a u., u.+ u.+ z~n F a a a
U ^ E N .a ~ W ~ W NH ~pF W
2 u1 N O ~n tn tn Z 3~ m >
FC 2 U r1 t9 i .] a i 2 H
W W E 2 Q E + + N
fil W u~ ^
[L ~n p p O W W Z 2 4] Fr~ Fm FMt~> in f+
' o .c~ au a a o a a~ am ao,ruH., wa
N RI 3 T N U N W~ W~ W•[O C9 u~ N O
E(~ G. U' W ,> N > I~ 7 I~ O N f4
a Z O a ~ O Zm Zo+ 2m3z W r1H
w .+a c~H x m o c~ a ~o .,o .,ooo zz a
~ 3 ~ H w ~
Z' Q
Q FF NNN ~c
. V
3 ~ fil . Y 4] W N fu E W ~o .i cv tn 2 t'!
' V' 2"
.+
t N U U
r~ o U K. Fl U A 01 • (+1 1~1 M~ W ^
F a a w
^ ^ .c
m z• z• z• ru
o
a m o c~
so ~a a H m
z
a om
~o o..
Hm .+z
m~now aoz
a~
O £ Ul O 'J FO FO `.LFOM ,N(uE
W W ul H 5 U N (1 .+ ~6 .-~ a 2.+ F f.l. a .] •>
W U.] a 4] FH E OE QU Qfil~ N W
G]
h~ 5 2N
W S C
fil W > W tG W[/1 N 3N FR 'F~N ~']
'
u~ F
3
E [G
w ri
C Q~
a W
E .]
E ~ ~ W
it a C N~+ Z
£~n O 3 W
n a ~ S
O y W U
~ N~ 3 3 O R r2 2 a
3 E ~ W
~
iC W' P~ ~Q h £a i
a i W
ai- 3
zr~ r~o x^ wo ow maa mo
~z ~
my mm a~ ~~ aa a~
' oa
f
] ~~
O
I .. r~ f.~ ~ r~ r~a w
. 1 1
~ ND C7 UI p H
1 ^fu
O
2 W C Z N N N Q 1 Q ~
W
f.1 M H N O O•
N m n
O G1 £ W rY N l`t Iu M N N Z
~ CL >
' N x N v 2 O O O O .+ N m ~~ N J a
~ UE U 2 Z Z ^ {~]
W a0 H
O
2 Z
R Z ~ H O O a
x
O
m.i U O .a r
i~ rt i
i- i-
i ~2 2 2 (G
N
W Z UI U ~] .] .] 2
ti N ~
•• £ 0 t~ Cf (~ Z Z Z F 2d O
' R W C ~ O 4 O O ~p W W tJ
W W 3 Q
~ i-£i U~U U~ 2 [a
] L~] q' •] r'1 O
~l N E
F W Fi .
S S W
5 W W L] y+ ~ N
t 4 4 4
~
~
J
~
F
V
~
O
~
~)
fQ
~
~ v
,
1
' `
'
'
,
,
'
~
'
O
N
'
r
~
,
M
,
'
t
1
~~
,
4
~
W
z
W
U
N
a
0 0 0 0 0 0 0 0 0 0 0
+
0
0
0
0
0
0
0
0
0
0
0
~ «
x o 0 0 0 0 0 0 0 0 0 0
~
~~. x
« o 0 0 0 0 0 0 0 0 0 0
.
~
k
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O N
O
I N f O O O O O O O O O O O O O O O O O O O O O O
1~ O O O O O O O O O O O O O O O O O O O O O O
+ ~
Y
O
O
O
O
O
O
O
O
O
O
O (~
• O O O O O O O O O O O W
O O O O O O O O O O O
I
+
+
O
O
O
O
O
O
O
O
O
O
O
# N V1 V1 N ~ N ~ N N N ~
'F
T N N N N N N N N N N N
Y
'~' Y
E+
d* rl 'i rl '-1 r-I N r-1 'i rl 'i
W+ r ~ r r r r r r r ~
C] k
k ~ ~ ~I1 N N ~I1 N v1 ' vl ~ll
~I £ Y O O O O O O O O O O
I Q Y
24
~
~~. • ~O t0 l0 m t0 ~O m ~O m ~D ~O
P P C C C O P
i~
# ~(1 ~(1 ~(1 ~(1 N ~I1 N ul ~(1 Vl ~(1
ii
M .i 'i .~ fi .4 rv1 .y 'y .i rl .i
•
M
x
O
O
O
O
p
O
O
O
O
O
O
~
O
O
O
O
O
O
O
O
O
O
O ~
k
.
.
.
. ~
+ o 0 0 0 0 0 0 0 0 0 0 2
.
k ~
~
k V] Z
r
~o
m
o
~n
v
m
m
m
o
io
0 F+ O
a
~
+ m N ~ ry ~ c~ m ~o o ~ o m m ~o ~n ~n m r~ m rv)
N
I
F
N
O
N
N
(~1
N
~
rl
r
m
O
m
O
O1
O
41
O
O
O W M S ~
(u M
T. # .
P .
O .
h .
Ol .
O .
O1 .
O .
Ot .
O .
Ol .
O al O Ol Ol at Q~
« m m rn m rn m m m O m O m O O
o O H N F1
W ~ r1
~
+ o 0 0 0 0 0 0 0 0 0 .y °
* .~ .i .a .i .i .~ .y .y .~
a
~ ru
O..
«
amF
h1 k ~O 1~ t0 O ~O N p N O1 N N V P (~1 O r-1 O N N V1 1+1 W Z i-]
>•
' r m r m ,y .-i r ~r r~ c o .+ m .-i c c c~ m r ~o c~ U O ~
(y
F N N N ~I1 O~ C 1~ O 0 l0 O1 M Ql O N (~ Ol C m N (+I /y' [y Ir]
W } O O O t0 t
lA•
O P
O C p
O P In 1n C 1h P 1~1 (`~ N ("1 N N N N {G W H
#
.
.
. O
. O
. O
. O
• O
• O
• OW'.~'>pl
•
•
N
N
Ol
~O
~
N
N
(~1
Ol
1~
W
ii tKSU
O Ix] H
k N N N m O m ~p p~ N l9 O W E Pi 6:
K . . . . . . .
# P P t~ ~O ~O Vl C l~l ("I N N '$ O N
t fl N rl rl N fl M r'4 rl N
~` UI ^
~
•
r
~
r
t~
r
r
t~
r
r
r
r VI ~]
,'-~ O
" • • • . • • N [L
H O O O O O O O o O O O [~ E
f N N N N N N N N N N N 'y Z
~
Q U
+
a
" ^
r N O (~
+
O
f~1
O
M
t+f
m
N
N
p~
p~
N 3 ~ N
• rl 1~1 1~1 ~O ~tl N m 1~ o O ~D i~ fu F
O1 Ol lD O1 ~ O P m N N 1~ [L Fl
R
4 •
~O •
l0 •
C •
V' •
N •
~D
~D
t0
1~
I~
I~ RCGID
Z
* m m m m m m m m rn m m i-
a Q Z
0 0 0 0 0 0 0 0 0 0 0
£
. ~ ., .. ... .. ti ~ .. ., .. .
,a°
; a w
x o m in . ~n .-i m ~o ~n ~o w .~ o a H~
m m rvi a r m N ~n m .r in c~ o, a a
e o r r t~ r m m m m rn ta
x
~
+ .
P
(~f
O .
O .
O .
O
O
O
O
O
O iy
^
# 2
+ ~
f
%
(~t
('1
01
01
M
N
11
p]
(~1
~O
~'1
i~
f~l
N
M
N
M
O1
f"1
ri y
l~I
x f~ r~l m m rl N r-I 1~ .-I N ~-1 l0 ri O rl (~l fi In .-I m H I
•
O w ~
N O
01 •
f`t ~
M p
O~ .
C p
O1 .
C p
Ol . p , ~ , ~ , ~ , ~ , ~
N«
T
.-~
m
G~
O~
.i
m
i
O~ Vl
m T V1 01 ~D 01 ~O O~ t0 01 l0 O\ •
Y
O
•
O
F.
O
•
O .
•
O
~
O N
. m
p .~
~ O~
O .i
~ O~
O .y
~ O\
O .~
• m
O .i U
• O
i~ r~ O 6 ~-1 O rl O O O 'i O r-I O e'i O e4 O O N
h y
# Q
L tO (h 01 U 01 01 m r ~(1 N 1~ ry N 1~ T ~O m c O C c
E: E\
. ri
. O
. M
a O ~O l~ O~ 1~ In N ~ C ttl N ~ll W ("1 N N
Q O W
G1 # ('1 ~O O D O 'i e-I N C ry (~ N 01 fl '4 ~-1 N N P .-1 ~ rl
ti1 k O r4 FC~ ~-i f-I rl 'i rl N N N N fu
W k O O W O O O O O O O - O O .
O fl rl N '4 ~-1 GI
Fl •
. „
x a ~~
4
, 4
• W
, W
N
W
U
'~
a
' a o 0 0 0 0 0 0 0 0 0 _
0
m ~ o 0 0 0 0 0 0 0 0 0 0
o~ «
> x o 0 0 0 0 0 0 0 0 . o 0
a +
k
O[a] k O O O O O O O O O O O
' 2 H +
W x
~ m
a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
a a• o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N+
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
• O O O O O O O O O O O O O O O O O O O O O O
# 41
' • U'
« o 0 0 0 0 0 0 0 0 0 o a
~o • o 0 0 0 0 0 0 0 0 0 o m
W y «
N • O O O O O O O O O O O
^
m +
R
' F
0
0
0
0
0
0
0
0
0
0
0
\ ~ N ~(1 i(1 ~(1 ~(1 ~I1 V1 N ~(I ~t1 I(1
E Q
U' N # N N N N N N N N N N N
xo +
.
x«
Fx
' W M N r4 r4 N fy rl rl N N ri rl
ril x r ~ r r ~ r r ~ r r r
^ • ~(l h ~ll vl ifl V1 ~(1 N ~ll V1 ~(1
M
£ 4
~ O O O O O O O O O O O
x
O*
2
~] +
' IC k ~O ~O ~ ~O ~D ~ t0 ~O l0
U 5 + v c v P c P c c c c
N F M ul ~ N V1 N N ~fl tn N ~f1 V1
E d k
N GI e4 r-I 'i 'i 'i r4 ri N r-I '-I N
~iQ k
~ U
'
~
{G
+
Y
O
O
O
O
o
O
O
O
o
O
O
W'J ~i~ O O O O O O O O O O O U'
O m ~a ' ,~ . . . . . y
~ a « o 0 0 0 0 0 0 0 0 0 o H
N "W : N2
' _
J+ • ,
a
+
~n
~O
N
~n
f~
N
.+
Ot
N
rr
O
i
,r
N
N
r
N
rv
~n
O
r
N
O
rn
N
O
,y
('1 Ho
a H
O N
o 0 0 0 0 0 .y '
o .a o .~ O
o ~ O
o N
.~+ o o .+ o .+ o
~ a~ w* ~~
G] • '~I.' • O O O O O O O O O O O O O O O O O O O O O O M N
2 ~ w O O O O O O O O O O O W O
It~ Q'i M 'i r-I 'i i-1 ri ~-i r4 ri r4 rl N O W
~ (~ # N fl 'i 'y N rl '4 N ri N N 6'~ '~J
' ~ Y d ~
M 41 # m 01 fl
~ V1 'i [O 1~ N ~O N m O N Ol ~O .i O rl
~ f'1
~ b T 01 [z] `L
^
l y' 7#
ry' + ~(1
O .i
N 1
m O
Vl O
1~ N
e-1 P
i(1 ~p
O O
P ("I
N P
N P
~O 1O
i-1 C
N N
O l0
O b
O~ D
Ol t
m N
O O1
1~ O U O
N ry' F
W W N m r in m .i O m t~ ~ ~o W rn
.'1 S. !u ii N N N eY ~-I N .i N rl rl .i N N rl .y O O O O O O O Q~' W
U] •
~ O O
. O O
. O O O O
. O
. O
. O d'J 'J
. Ul N 0'i
' + i-I Q
~n fK 5
* ~-1 m t~ m N 1~ N ~(l ~ O Vl O 4]
~-l ~ N O~ v m ~ O ~O t~ m N .i [u F 4'
41 • Q O
> « .+ o o m m m m m ~ r r 3~
.i .i .i
r y
# ~
' k N
r~ r r r r ~ r r r r r >.
. a
r o 0 0 0 0 0 0 0 0 0 o a
d * N N N N N N N N N N N Z
~
r
*
C'1
, x w
x m
« 3
r r v o io ~n m o m ~ ~ r
x m o m ~n o rvi io ~o ~o v~ ri ~.
•> x m N m u~ r w m o .+ c~ r~ LG
rn W + ri
• A « ~ m m m m m m m rn m m 2
3 W + m m m rn m m m m m m m
, x o 0 0 0 0 0 0 0 0 0 0 £
x ti .i .a .~ .~ .-i .i .i .r H
. a
+ w
a . ~ ., m ~ m o ~, w ., ~ ~ o a
2 O 1~ m N ~(1 O~ (~1 ~ N h N h N U' C4
f+ rl M O~ O O O fi .i N N f'1 l'1 P Ix1
W [Y 4 M
' W * O N r-1 N ~-1 N N '1 N ~-1 rl ^
^
O
# I~
x w
E- • .i m m M r~ m ~ t~ r ri ~ m m ri o tn ~n n m ri .y tn
6: > • o .-i .i .i C1 .i c .i itl .~1 ~O .y r .y m .i m .~1 m .i O\ .i I
W W + O O O O O O O O O • O O
>.] O r ~ m r m r rn r m t~ m r rn ~ m r m r m c~ m r m
' Z til ul + m .a m .y m .y m .i rn .+ m .i m ,y m .y m .y m .i m .~ U
H k O O O O O O O O O O O ~ O
• O ti O N O rl O .-I O ry O .i O .i O ti O O O N
N
• Q
m o m m ~o r r~ r o m m m m. m .+ ~o r o r m o m
2 * c m r'~ r .-+ ~o m ~n v c m m N m b c~ m ~v o .+ ~v o w
~ W i
' ~o o r o m o m o m o m o 0 0 0 0 0 0 .+ o .y o•
F ~] • N N N N N N l'1 l'1 l'1 l'1 ~"1 [u
a w• o 0 0 0 0 0 0 0 0 0 0
F \* rl e4 ri ri 'Y N N N N rl r-I LQ
N ~] •
k [L
' Q
~
0
M
~
Q~
^~
I~L
8~
i ,
'
'
'
'
I '
'
'
~
' ~
O
' CV
r
' ~
M
'
1
,
'
'
' I
'
'
a o 0 0
w + o 0 0
W k
> ~ o O o
G~ k
#
~ ~
O W ~ O O O
2 H M
~, a «
+ x xx x x a x
a a+ o 0 0 0
I N N+ . . .
• O O O O . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. .
+ .
+
~O * O O O
I W 2
m + o 0 0
Q o .
I m N *
~
#
O
O
O W W
.
'~. \
F Q +
~ ~(1
. tf1
. N
.
W
~ ^ k
# N N N
~
W
E•
d % N
(a] k r
^ % ~(1 .
k
~ k
O
k
Ox
Z
r~ h
Fy tp b
U S *
c
m P
N E + ~n ~n in
E 61 . . , S
~ N I+1
a o
: fi N 'i
U +
•
r~ *
+
o
0
0 x
W > + o 0 0
W W x . .
D a s o 0 0
ym . z .
. o
~
• N N [~]
U
N x O .~ .i V] I [~]
I N• x N o ~ m H~L
~ C
a + o .i>
4
] W . ~
q 3 . 3
.] W x x
• o
o 0 0
O o
rC
a
~y
L] C
opJ U
' ~ .y ,-i ,y ~ W y
Gl U
* N r~i N N E •
~
x
y
~ 3
W x ,y m in in O i 2 x
w ° a" ~ m ~ ~yn ~
o. a
a
W fil +
• • N • ,
H > x W+ o 0 0 0> a 3
a w* o a
E + ~ U .
V : a V
i-
i
w'
l
• N
m o o rL H
N .
x u~ in O F
w
N
3
~ ~O t0 ~O
h
i U U
M
0 •
* [/] 0
H
~ N
~
r] • N O
a # r r rar4 •
z " o 0 o~a g
a
O
U •
+ U
(~ H
~
O 3
O . r
ii
(~
t~ 3 ~
O 2 + H
N
F * ~ ~ a~
F V
fz
i i
+ O .
j ~..~
~] • 7 k C
~. C If Iv~ D
4] ~ N W x •
a~n ~.l « m m mH~2
0 3 W o 0 o
~
~ ~~
m * i-
ia
au .+ .,ara
w . m>r~
~m : a ~
s a ~o ~o
a~ • .
x a x o . m a a
H a + a ~ ~,
mm .
~ * ti ~ ~
°
o .
+
.
F x N M t~1 (1
rL > x m ,y rn m . r,
W W + . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
> a O* ~ m ~ ~- '''
z[.~ vi rn .-i m rn
N } p • O O
* O '4 N
~ N m C T IA N(~ m O~ o O~D N W c E\ ~.i P(~1 01 o O~O N m e O\ v1
~` O1 Vl O~O rl !~ M W C O~ N ~O N 1~ ("1 m P O ul rl t0 N m(7 01 c O Vl rl
# m
N (O
O N
nl ry
(~1
(")OhN~O~Ol~hmm0100e-INNNM ov~pN~O~D1~PmT0~0
O F.x ~ ' ~ ~ O O O O O O O O O O O'-I rl ~4 '-I '-1 N M ei ~-1 'i rl rl ~-I r1 r1 rl 'y ~y ry
„ ~# 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
N N e-I rl rl N N N rl N'i rl rl fi fl r~1 'i rl 'i N rl r1 ~y ~-1 rl ry ~y N rl ry
FC \# O O O
E ~ .i .i .-I
N .] •
k
~
O
~
Q~
Q~
~
~
~`
r
~
O
N
2
QN
J
~~/~
~I
M
x x x x ax xaaaaa
M
P
O
O
H
x ~
x
mmw
~~ wmxw
w w ~
m z w
W 5
m
5 • rn
0
x .+
S UU
U m
m
5 U 3
U m
3 • rn
S U 3 0
.i
U 3
S U 3
N
U 3 .+
3 m
U ~ m
0
3 ti
U
3 t+
H Fa ~n
m
U r+
3 H r
~
H O
3 .y
~
"
3 m
~n
H •
M • O~
O
N
ti
.,
m
M
~
. ~
0
ti
c
0
~
m
0
ti
r
N
c
m
0
.i
~
M
0
.i
M
~
N
0
.+rr-,mvo~orvmcmvi,rr rirnoo~o<v
P Nml"IO~~pOlOrihNmCO~NOIONI~I`t
O~-1 .-1 N N M O v' ~(1 tA ~O lD 1~ 1~ m O1 Ol O O.i
N N N N N N N N N N N N N N N N N t~ 1 t"1 ("1
00000000000000000000
'4 ri ~-1 fi fi ri ri r1 N'i 'i rl ri M N N e-I 'i ti~-1
N
a
F
U
2
X
~
0
W
F
E
O
~]
a
w
m
F
O
Z
~+
~
w
z F ~
O N h
H X E
a wWxa
u~iar~oo~Q
o w2~uwov~
FF~aa''~zqwz
> W rLUON[GZO
f~0 W OF o+
r`~uaaoc~c~.~we.x
a.~+ a s~ uNi ~ w w
i~ W F W() fL > O N vl
a>HFHruaHaz
NrQ/1HU3 S W U~3~
W ~ H
F O II II II II il I~ II q F
O~f+U3x41k mNUI
2.~ N
~
~
~
~
a~
rn
^~
~..L
~~
' 4
I , a
~
..
~
' o
W
.+ o
>.
' W
a o+
a
N
'
~
, h
~
~
,
~
P
, 2 ~
E
tn M
H
~ ~] N
' 2
O
O .~
N N
M z
~
_
`` ~
' ° r Fii
~
~ Q
az a q
O
~ y
Q F
' ~ o -
i
M ~
' No
x
N
.] W 4
W ^ U ~n
'
LL N ZMO
2
Z
~ ~ Q
W ~a
filF Q
m
, ~ ~ 2 ~
v
i 3
E t~
~ ~
tia c~
~
Z
N
Q E E + r/
i-
i
3 ~E U
.i
U
' ~+2 WO
2 a
~ U
fil W
F ~ 3
' a
W m
> 3
a ~
z
H E
' O W r O
2 W C4 2
~ ~
M (i~
P Z
, ~ U E U
e ~
m
a
m.+ UO .-i
R
'
W 2 U~ U
•• .°. " E o
'
o o
ti a oa?
F WN
Q
I
~/I 1
~/1 I
N
N N N
rl N ("1
° ° °
z z z
Z 2
Z
N M H
a a a
z
z z
H H t~
O q ^
a ~ ~
W
x m x
4
N
O
Z
~
t~
a
~
2
H
E
~]
.7
Z
O
U
a
w
~
O
~
4
4
w
ai
CL _
~ ,
~
Z 2
o ~
4 U y
a
z W
[-~ o
a o a
U
c9 0 ^
~
1 N
~
~~ ~
~O
~o IIti NZ
~ ~ ~
~n o a
O ~
N (~
^
O ~nrC \
f[ ~
W r'i U~ N
5 ^
N
a~ a~ 3
w .+ [a o p
o x
fn N (A
N 2
3 3 ~+
O
Q
N U 2
Q F W
> t+ W
f~] t~ O
W U
a Z d W
x f
=]
> N oa
H m Nru
z
~o
UJ Fl H M
o o a
s am
z j
W ~
o [
uq~ 2^
ao W~
x m
o a~n
a
~ °
Z ~°w a
a
F S
N
~ 2
i
L
Ii- >
~
N N W'
W
+ • * i
-l IK 5U
E E F U' 4] N
N N W~
W ~ N H ~ O E f~
m m ~n 2 3W ~ >
z
# # N W d N ^
pi 1~ N~ O ~'i O Ia] M N VI r]
' °
'
zm zo zoazr
+~ aF
Ho ..N .-i~z° ao a
F U
N
rn
> d
M r ~
x i-
i ^
O O O
~ 302
c c~ c~ 2.
]
t+ o ~+ .y y ry .i O W .] H
Fa Fo 'a,'FOF+ !~ W E
K.i FC ti fL 2.i F W a a ~>
E F E OF QU FCGI~ ~/f4]
a ~' ~' oN o~ N°z `~
ar
u
~
a
o a a sa oy au
i
F F E U W J 4+
~ o o wo o
~ aaa o
x u
i m
w
aa aw
w m ~m ~n
~' \
3
„ o
v
i O K~ i..
'~ F
a G.
~ o
a a a o
~ •
k
M N N 'L
(~ (L 7
N
`4 N 1"1
(n
Q Z L~
cG O H
ozz
°
° ~
a
°
z z c~ ~n
z
wz
2 2 ~ O
Z FZ
W
W £
3 O
fil f.
] W Q
a W W
t
.] N
y x Q
4
L- 7
~
J
~
~l]
~
W
~
O
N
~
~Q
~
~~
4
r
O
M
2
~
~
~
~
M
~
w
N
z
~
U
~ H
a
0 0 0 0 0 0 0 0 0 0 0
R O O O O O O O O O O O
•
• O O O O O O O O O O O
#
k
# O O O O O O O O O O O
#
+
i~ N
4 O O O O O O O O O O O O O O O O O O O O O O
a« o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
. . . . . . . . . . . . . . . . . . . . . .
N4
• O O O O O O O O O O O O O O O O O O O O O O
# 41
+ U'
o O O O o 0 0 0 0 0 o RC
# O O O O O O O o O O O 01
#
# O O O O O O O O O O O
#
Y
#
k
• O O O O O O O O O O O
# tn N ~Il ~(1 i[1 ~(1 ~I1 ~(1 N ~(1 ~I1
k
'4 rl '4 fY '-1 fi rY rl 'Y N fi
4
k
S ~
Fx
a• o 0 0 0 0 0 0 0 0 0
w . ~o ~o ~ m m io ~o ~o ~o ~o
^• N N N N N N N N N N
£# O _ O O O O O O O O O
a x
O#
y «
+
• O O o O o 0 o O o 0 0
+ ~D ~O tO ~D lo lp ~D ~O ~o ~O tO
i~ W 0 W W m m v' N' m N' m
k
# 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 U'
} . . . . . . . . . . . y
+ o 0 0 0 0 0 0 0 0 0 o H
. [+
+ rNio
+ C C M C V~ 01 h Ol N P ~O i-] H ~'1
i m O 01 01 fi 1`t l0 .~i ~0 ~ Ol l0 P 'i rl fl m O1 l0 N N Vl I
# O O O ~ll ("1 0 1~1 N N ~O N m G1 O Ol O O O G] M S
W £ r] ~
5 i~ N O N N O /) O t0 O ~D O l0 O ~O O ~O O ~O O 1~ O M N i.]
# O O O O O O O O O O O W O 0.'
F .-I ei .i rl rl N e-1 N ~ .~. r-1 Q f-0 a
fi r1 rl r4 N rl '-I '-I N (Y' ~J L~1
W N E
• FC
Ial k V' l0 C l0 N lD C 0 m m 1~ Ol lO r1 ~l1 01 0 ry N 01 P W Z a
>~ c~ ~ ~ m rn m m a o c~ .-~ m ri o o ~o c~ m m .y m U O i
t« ti c~ v o o r w m c~ r'~ m m in m .y ri m in ~o ~n ~2 F u]
• N O t1 l0 (`} N C 01 ~ll 1+1 tu UI d
(u + O O O Vl P Vl N P 0 P ~O M l~l N ("1 O N Ol N W C G] N
UI x O N N N 'y N e-1 O O d.'J '.~ d
, . . . . . . . . . .~,ma
x .y iQ E
+ ~nttSU
m rr o N o o rv rv m c~ m o W ri
: m m m r~ ~n r o rv b m m F a a
* Q O E
• N N m Rl h ~ ~ Vl (~1 N .4 !u N
• 'i ri N r-1 N r-I 'i N N N
UI Q
4 H
• N .l
O O O o o O o o O o o '.v O
« a a
k Vl ifl il1 U1 N N ill N ~ N u1 fC F
• Z 2
+ rC O
~ U
~
: a ^
+ NOC~
30Z
0 o r m ~n ,y ~n m r~ c~ r a'+
~ ~ o m ~n v~ t~ ,r m .-i m i~ W E
} O~ O1 ~-i h ~(1 ry m 1'1 h 'i C P'~ ra
Q(il.~J
.-1 .-1 O O M N N I1 t~1 C' C Z ~ UI
• O O O O O O O O O O O I-I M Z
N N N rl f1 ~y ~y iy N N rl ~' U1 O
Y ri fl r4 N rl N rl r1 N rl rl N C U
e aL] ru
• O N N 01 O rl (1 N m ry P O C N 0.1
h Vl I~ 'i N f"1 O' N ~O l~ Ol O U~ LL p'i ~'i
M N r4 (~1 t~l f"I f~f t"1 t`} f1 f'1 Ix1
N
# N N O O O O O O O O O ~
Z
: a
+ N
k r-1 O O O O N O C O .-1 O P O V1 O 1~ O N O In O
M 1~ 1"1 m m f"I C (~l N C'1 Ol (1 f~l 01 ('1 t`t t"1 t~ ('1 O ~'1 I
R O O O O O O O O O O
O• 41 m O~ O1 m O m N 0 ti m N W N m ~'1 m t~l m d' Ol
UI k 01 01 (L O~ P O P O C O P O V O O P O P O C U
O O $~' O rl .-I rl rl fl fl • O
M .-I O .-I 'J .-1 O .-I O 'i O .i O .i O r~i O ri O fi O r~i O V1
rJ U]
Q
k N m O U O O O O O O O h h O h ~ ~'1 C t~ ~l1 N 1~
t~ r-I 01 M O~ ('1 N P 01 O ('1 N C O C m 1'1 1~ O ~O P N a
$~' k r]
W k O P C' N t0 'i r r-1 01 .-I O ri rl O N O ("1 O l+l O
r.] M O O Q O O O O .-I N .-I ~-1 .-1 W
W 4 O O a O O O O O O O O O
\ 4 'i '-I ^ N r1 N rl N fi fi rl r4 61
rl k N
x 5 P:
4
~
w.
~
N
~
Q~
^~
I..L
~
,
Q
' ~
2
W
U
'1
a
' rt o 0 0 0 0 0 0 0 o a o
w « o 0 0 0 0 0 0 0 0 0 0
w
~ «
* .
o .
0 .
0 .
0 .
o .
a
o
0
0
0
0
x
a +
z N } o 0 0 0 0 0 0 0 0 0 0
, a .
~
~
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O M
a
a+
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 O
N
N #
.
.
.
.
.
.
.
.
. 0 0 0 0
+ O O O O O O O O O O O O O O O O O O O O O O
' ~
M ~
•
O
O
O
O
O
O
O
O
O
O
O ~
~O
W Z ~
+ o
. 0
. 0
. 0
. 0
. 0
. 0 0 'o 0 o a
~n . o 0 0 0 0 0 0 o a o
4 ~ 0
m F+ t
~
, . o 0 0 0 0 0 0 0 0 0 0
~ « in vi in ui in in ~n vi ui in u~
E t . . . . .
U N
Y Q 'i 'i rl 'i rl '4 'i e4 'i rl N
%
E *
' d k O O O O O O O O O O O
fil # t0 ~D i0 lD l0 ~O ~O ~D l0 l0 lO
O R N N N N ry N N N N N N
•
^y h
a. .
O .
O .
O .
O .
O
O
O
O
O
O
O
OF
Z
.l «
' t + o 0 0 0
°
°
U m . m m ~o ~o i
o ~
o ~ ~ ~ ~ ~
N E i~ m m m m m m m m m m m
F d • . . . . .
H W } O O O O O O O O O O
a ^
x O
L~ U *
r +
,
a .
. o 0 0 0 0 0 0 0 0 0 0
O W> + o 0 0 0 ~ o 0 0 0 0 0 0 ~
a 4] .
^ a r a o 0 0 0 0 0 0 0 0 0 2
~ ~n W .
*
'
2
•
~
~
ri
<v
.1
vi
m
v N '/.
O
a
U~ a k
~' rl
-1 P
O p
4 M N O~ N .-1 'i N rl (~1 .i P .-I C O C O N p
y
aw
w• ' r p O '4 O N O N O N O N O N O N Q N O 4]
~ m m*
r o r o r o r~ o r o r o r o r o r o r o r o H H
z ~
a + o 0 0 0 0 0 0 0 0 0 0
w o
~ w
(~ +
* ..
N ..
fi ~ ~ .''. ., ~ ..
rl .,
'i .,
'1 ~
'i
(~i O
' ~
« a rn
M ril •
' o rn o r1 m .~ ~n m o .y ,-~ N ~o m in r .+ ~ o m m m m Z
0
l
C J • 01
~ h 1~ 1~ l0 O Ol N ~'1 N 4'1 O P m N h N 01 '4 l0 r-I I~I
rv
F
W W iC R
k l
l N
' r1 O Ol r-1 h ~4 ~D O C I~ M O N T rl (1 O N Ol I(1
~i Y
Ga w
N r
~
f~ .
N a
lO .
i ~o
(1 . m M . t~ . m . m . ~n N . m [v u~
.
~n +
o . ~ .i C .~1 rn .i (~1 N I7 f1 N rl N "1 N O .-1 G' G]
0 0 0 0 0 0 0 0 0 o w D>
* . . . . ~ y
,
f ~
M
P
N
~O
tA
~ ~am
a
til i
x 0 N I~ N 1~ (~1 m @ O l0 W F C
.7
K •
N
N
N
O
O
01
01
m
m
m
1~
$~
k N ey ~y ~y 'y
~
• N
,
~ N
#
O
O
O
O
O
O
O
O
O
O
O N
'N
. .
v1 .
ul .
u1
u1
N
~(1
V1
N
N
N
ifl a
Q
tl * ,^G
4
x
' + a
• N
~v v~ .i
a .-~ N io io rn vi 3
•>
i rv
r r
rn o m c m ,y fn m M ~.
rn W . N m in r m o .-~ ~v r~
a
F
.
C
.
C
Vl
.
ifl
Vl
.
~
.
V1
~O
.
t0
l0
~D ~
Z
' 3 w + o 0 0 0 0 0 0 0 0 0 o i-
i
* .-~ .i .i .i .y ,y .a .a ti
'y N r4 r'I N N '1 N ~ 'y N M
R a
~.4 • m ('I m C O h ~(1 f"1 N ry N ~ p'.
S O ~ .~ m P ~o P m .a m ~n t~ m
a
E a
pl (y } C P C P N N N N I(1 [a~
'
W
k
O
O .
O
O
O
O
O
O
O
O .i
^
n ~ O
° * z
h N
N # O O P O N O V O O O P O (~ O OJ O m O !~ O c O
~. .> * M l~1 N ('1 I~ l~l O~ (~f .i M N !1 M f`~ C 1'1 ul (~1 l0 t"1 I~ (~1 I
W W
' O O O O O O O O O O O
' ~ Fl O • P OJ C m. P m C 0 1I1 m ~l1 m I(1 0 t(1 m In 0 I(1 m N W
2 fil 41 + O V O C O V~ O C O C O P O C O C O C O P O C U
H i N • ~ ' 'y N ,
N
O
O
O
N
O
O
O ~
O
~-1
O
'-I
O ~
O
'i
O O
k
N
Q
? 01 01 m C ry W ~ C C O C 1~ ri ('1 P O C W N ~D m (~
Z
0 #
Fi • N C t~ C N f+l ~O 11 p~ (1 N N ~(1 N 1~ N O~ r1 N N
, H G] F P O C O ~(1 O Y] O N p ~p O lO O ~O O ~O O 1~ O I~ O
F `J * N N N N iy N ry r-1 rl 'y N [y
E \ O O O O o -p o O o o O .
* rl r'I M N N r4 rl ~G
VI r~ #
k ~
' Q
~
~
M^`
W
~
~
~
~
'
'
'
1
'
'
' ~
~
M
'
~
' ~
M
'
'
'
,
,
'
x o 0 0 0 o a o 0 0 0
a o 0 0 0 0 0 0 0 0 0
m . . . . .
Q o 0 0 0 0 0 0 0 0 0
a :
o tu + o 0 0 0 0 0 0 0 0 0
2 N x
a
:
+ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N C* o 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N•
O O O O O O O O O O O O O O O O O O O
#
4
~ O • O O O O O O O O O O
G] 'G •
Q~ k O O O O O O O O O O
LA M #
•
•
i O O O O O O O O O O
\ • ~(1 i(1 N ~Il V1 ~I1 V1 ~I1 N ~(1
Ha + . . . . . .
U~ H # '4 'i N e4 'i N f1 rl ri '4
S ^ *
5 x
F*
a+ o 0 0 0
W x ~ m ~ io ~ ~ ~ ~ m
0* N N N N N N N N N
k
£• O O O O O O O O O
a.
o.
2*
a +
r2 * o 0 0 0 0 0 0 0 0 0
U 5 * ~c m ~p io m ~o ~o m ~o ~o
N E • m m m m o~ m m w m m
F W *
ti m o 0 0 0 0 0 0 0 0 0
a o
V •
K
t~ « o 0 0 0 0 o O o 0 0
~W ~ * o 0 0 0 0 0 0 0 0 0
o a « o 0 0 0 0 0 0 0 0 0
N ~ ; Z
O
~ Hm
n ~o o~ m .a .a m r'~ r~ rvi m~n ~
I N• x h o N o ut o ~D o ~D o ~O o ~O o ~O o l0 o to h~ ,Y
Z~ U~ rl + N O N O N O N O N O N O N O N O N O N ry
a ~u m + a
r] W 5 a r o r o r o r o r o r o r o r o r o ~ p
Z^ n o 0 o p o O o 0 0 0 lL ~
~ W 0.' h fl rl e-I ~-1 .-1 fl .-I .-1 .-I rl 'J fil
4] U' a rl rl .i .1 .y .+ .y .-~ .i N UI F
Q # ~'
Fl L] # N (~1 O~ ~ O 1~ W 1~ O M Ol m N ~O O1 O1 O b f~t O 1'
I q .S • M lD N 1~ Ol C N P I~ C rl 'y M1 P N O 01 1~ ~p F W
W r] S FC 4 m .-I 1~ O ~D N l0 ~D ~(1 N ~(1 O C 01 C O 1"1 f-I I1 U] M
W {*~ k~ • . h . ~I1 . (h . '-I . O . Ol . 1~ . 1~ . ~O . G1 M
N '.7 1' W} O fi O fl O rl O rl O rl O O O O O O O O O.'~ LL
a m x o 0 0 0 0 0 0 0 o rL
+ . . . . . . . . . iC F
F ~ x U
V x
a a + ~ o~, ~ ~o ~ m ., ~ ., ~ a a
n o r ~n t~ o r O F
w > + r ~ ~o io ~o ~n in in in c~` ~-Ni
~a w y 0
n' ~ M
N a
a +
o a o 0 0 0 0 0 0 0 0 o a a
Z d ~ v1 ut ui ut vi vt ~n u~ in in 2 2
~ t O
U « ~
x
O +
O C9 +
3 O Z
oz * a..
fu F / N 01 l0 ('1 rl P rl C 1`l O N fu E
m~ u~ W k o v ~n ~ ~ m m r .+ 5 a
~ r w m m Z WQ ~
^ rn . .] + ~c ~o io io io ~o ~o ~o ~o ~o ri H 2
M 2 3 W b O O O O O O O O O O$~' N O
N ~ Vi .i e4 rl r-1 .1 ri N .i N. N Q'. U
~i U M N rl N N N ~y r-1 N N N~;~
G1 #
> G+ + I~
M p] '3 F C {~ O ~lt O t~ J1 ~ l0 O 01 W' W
P: W E O k l0 t0 ~O ~D 'i ' 1"1 l0 O~ N ~O
a w ~ r r r r m m
q W * o 0 0 0 0 0 0 0 0 0
O •
~
E k N O tO O N O Vl O m O N O l"1 O C O N O Vf
P'. J • m M M (~t O~ l+l O~ l'1 01 (~t O l~I O 1'1 O ('1 O M O
fz141 • • O • O ~ O ~ O ~ O • O • O • O • O •
>.] O« u~ m in m ~n m ~n m vi m ~o m b m ~o m ~o m b
2 W UI ~ O C O C O V O C O C O C O d O v O P O
M + i-1 . N .. ~ , ~ , ~ , ti . N , ~ , ti , N
# N O O O O O N O O O e4 O
M
~ N ~ l7 O 1'1 W, .v h m i(1 t"1 C h (~l O N .i ti N
O2 £* in ~o o r o r o m o m o m o m o m
t+ w• ~ o ~- o r o r o r o r o r o r o r o r
F rl • ri N N '1 N N fi N r-I N
F fil * O O O O O O O O O O
(n rl k '1 N 'i
M
~
~
~^`
W
Q)
^~
I..L
~
'
'
I'
'
'
'
'
,
'
'
,
'
'
'
,
,
'
'
'
~
O
M
J
~
M
aax a a x a a a a x a a a
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
~
w w
~
w
r~ W
~
w
~
W u]
3 3
~
w
5
U
~
3
S
r
U
3
H
U
3
H
s
5
V
X
U
5 3
U
~
U
x
~
3
U
H
S 3
H
U
3
N
U
3 N
3 i+
N
S 5 U
x H
U U 3
U
H
3
N M
H
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . .
N O'1 P ul ~O I~ m 41 O.-~ ry N Ot o N~D I~ 0 O\ O.i N M o ut ~O 1~ m 01 O.-1 N N lO o ~(1 lO P 0 01 O N N t+I C Vl l0 r m p~ O.-i
P01r11'1 V1hOl'ICIOmONC~O00NC1~OlNO'1 Vlh OINM~(1mONC~OmON C~Dmr11'1NPOINM i(11~01N0
C V1 Vl N Vl i(l ~O ~O ~D ~O I~ [~ f~ 1~ 1~ m m 0 m m O1 O1 O1 O~ O~ O O O O N r-I fi rl ri N N N N N l'1 ('1 l'1 t~) (~1 C C C P V 1(1 1(1
OOOOOOOOOOOOpO000000000000r1r1.-Ir4r~iti.i.4ryrl.y.-Irlri.y.y.y.y.~4N.i.i.y'yNN
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 O O O O O O O O I
N r-I '-1 '-I '-1 rl rl ei M t'1 rl rl f1 r-i M~-1 ~-i ri fl e4 M r-I i-1 M v'1 'i fl ri r-I ri ~-1 'i r4 rl rl 'i ri ri fi ~-1 ri rl 'i f1 fi r4 e-: 'i r4 ry e-I e-I
~
~
~
~
a~
~
~
V l
'
'
'
'
'
'
I '
I '
i '
~
' ,
,
,
'
'
'
,
'
'
~
O
M
H
~
~
M
a ax aaaaaaa
x
r.] W W fz] W W x X X W
S
x
x
5 UU
s U V 3
2 U U U 3 3 3
U 3 3
U 3 i+
U F+
3 H N
3 N
3 ~+ ~
H M
H
N N M o i(1 ~O h m O~ O'i N
~OmONC~DOJ ON~(lhal
~n~n~~~~~orr~rr
.-I .-~ .i e-I rl n 'i 'i rl .1 e4 'i
O O O O O O O O O O O O
•-I ~-1 rl '-I e-1 'i ri fl rl 'i 'i N
~
~
r
0
r
~
0
m
0
ti
N
0
P
~
m
0
m
N
O
~
0
.i
~
m
0
ti
.a
P
0
0
~
0
~
r
r]
F
4
W
O
~
E
O
a
a
w
m
0
z
a.
~
a
Z F p
O H h
N X F
Q W w X Q
r~aaruoo~a
°mWZazc~'i°F
EF W rC ~.Z W2
EC W U S 4] t/ r~ U i-i
>Wr.(UOV~5Z0
waoo~uw~x
F U~EN~n W LZ] W
a..a¢c~mc~
i~41F W ~K>O~lv]
tn R 2 K~ W Z j a Q O
N H U 3 5 W U W 3 N
~ O II II II II II II II II 4
oaU' ~+U3xmX ml~m
2 ~ rv
W
~
~
~
~
~
~
~
'
I~'
'
n
'
'
r
O
~
r
~
~
M
4
4
4
~
~ ~
m
.,
~ a
~ ,
o w
m a
w x m a
o z w
.+ o z ru >
y rS U 1
£ H
r a a
o~
r,~ E.o zN
a o a
~
~ m
z~ U
~ ~y,~
N a V
ry • N
~
7
W [d O
a
~ 2
~ ~
N U
' ~ O ~.'
~ O
II ~+
W Z ~
f
> Q ^
r LI m N
~n o a
a~ oo ww
J
00 ~~ ~
a
~ ~
`'
.o s z0
N
N - ``
N \~ ~
a' ao g ~
N N
,
W W~
i~ o
UI N
UI ~
.+ 2
3 3 t+
v
z a
U' N N O Q
N F
~
E i
i-
H -~ ?. F d
~"~ ` F/+ W {4~ Q
.] )+ .] U
[il W
Z U'
O
~ ~ ~
E
M y+ i-+
N c
I + W
.'~ Z
N d W
^J r] y~
M
S
N~ ~
~
, H N'L
W - H .] N O
41 y ~ Q y ~] N v r
~ E il m N
i~ II D f t~ i
. Q i T
G] i- ~.] ~
r] t
' ~n E 2 Z O 7 .] > fL fil
Q~
W
G~Z W O W
~ U
2 Z EC
.l F+
E '
o d
W N ti r]
W ~2 W
Z^ (Q
~Z >O 20 ~+ p i m Oma W c~
~
r1 2 C O U F F W ti [G K,5 `il t~
o U ~~ N W W .] O a y
E i i-
i i
i- a
~
I O
Z a x
a i
~- ^
~ H q /1 E W ~] L
a ~' wa a ~ F aw~
' ~ >s
f+ ^ U~'1 U L~ 0.' F ~/1 p> d
W O F 2 UI rn C
w /~'
Qi a W E a N $,' k M } a (Yi S U
W N Z W O E ~n ~ W E F E U' [.1 i-+
5 2 H H .a U.y U ti U.+ 2 UI H l4 IX ra
W Q'i 0 F Vl .] W G] W G1 M N a'i O F W
U S 2 W r O N ~n y 2 3 G+ ~/I >
~5 S U rj U' ~ r] tt i 2 Z H
fu W H Q t E F + N[ilw N~
a N^ a0a G] Z 2 W F~n Hm Ew V' >~ ~+
",~ Q 1-I p'i U .1 µ' O ~ p: l~t (G N 6: N W H rl N r]
~n m 3 x N U W~ Gl . W• tA c~ ~n a~ O
F c~ w c~ tu > m > in >~n o .a rL
fk Z O W 0 O Zm 2o No32G+ QE
r~ ~ x c~ .. a m o c~ a o H.-+ .+ o o z z a
F 41 o Z v~ a 3 O Z a •+ ti ti Z F+ Q O
E
x ~
N a U
3 G
] Y L
1 f~ ,N [.
. E W c ~n ~o r/I rt U'
U' N U U U C. N U fi 1'1 i~ r-1 N M.~J W ~
H W O R ~C L] p rt 2~ Z• Z~ W N O(~
W M $!K fv Z ^ v~ W Om O~O Oto Z ra 3 OZ
5
Ud 'y G' NO HN ~/1HNO W ~5H
~ £ ~l O O FO HO y'EOH D+ W F
W W N H C U ~/1 RC .i Q.~ (K ~C ~r E W a a •>
5 U.] .a W FF E OF tU Q W 5 rn W
L] ZH C fil ~ W C filU1 N 3N F 2 Z QN ~rl
'+ X 4] S fil [G N m W i-] ~ ~ fu ti H 2 3 W
dE ~3 N Gi fL 6,' (. F rt d~ £tnO
O G 2 iQ ~ fil £ O Fi C U
[*] t+ fil ^ 3 3 O Q L S rC O rn .] W
>3 ~/1 W F E F U W> W
F t4 G~ £ 1 2 ~rC i N. CHm 3
zc~ mo x^ mo ^w aaa xo
~ ~' F
a mw
mm z ww a~ u
im
a
O CL r~ ,y N~ W~ !~~ W 3 W
fil O ~ ~ I ~n ~ a' 'J ~n ~ F O[u
~ I O
'F. d C. Z N (~ N 0.~ /,~ Q '.~
W
W ri H Fa O ~
.a m ~n N N
V ~ O F
.i N c'~ W M H N
O 2 0. 5 C~ W N W W W
N 5 N o 2 O O O O .~+ t~ r'i H > N
~ U E U Z 2 z a
° ~~
W o
~ a° z ~ O
2a
~ F a z z o 0 o
q
rnN UO .i Ul EC M H H
Z
~ I~
N
2
W Z N U ' r] a a W 2
~ N ~
~ O
•• £ ~ U' U' t~ 2 Z Z F
y
~ Z z 5
O
F•• 0 G] G.' i
-l
O H ~ £ Q U
£ E
rt W tG ^ O 4 0 ^ W ~,] W LI 3 O 2
~£ t O ^ a> S R Q rl a a ~ F
~ u u u a z ~u ru w m ~u w o. m ~n
F w~ m x m z+a
4
4
Q Q~
~ `
'
4
' w
~
z
~
~ U
- i]
1 O O o o O O o O O O O
# O O O O O O O O O O O
a
+ o 0 0 0 0 0 0 0 0 0 0
.
~
a
' x o 0 0 0 0 0 0 0 0 0 0
k
• ry
O O O O O O O O O O O O O O O O O O O O O O
pi# O O O O O O O O O O O O O O O O O O O O O O
N 4
# .
O .
O .
O .
O •
O .
O .
O .
O .
O .
O .
O .
O .
O .
O .
O .
O .
O .
O .
O .
O .
O .
O
' M W
a ~
# O O O O O O O O O O O
F O O O O O O O O O O 0 LL
~
• O O O O O O O O O O O
a
*
+
1 «
+ o 0 0 0 0 0 0 0 0 o a
~ o 0 0 0 0 0 0 0 0 0 0
+ N N N (V N N N N N N N
~
E
T
•
' d# o O O O O O O O O O O
G] + N P P N N (V N N
~ ~ C P C ~ P P P P V'
" £*
~ O O O O O O O O O O O
Z +
' k l0 lO ~O ~O l0 l0 ~O lD ~D ~D l0
. o 0 0 0 0 0 0 0 o a o
k N N N N N N N N N N N
#
.
r4 fl fi 'i '-I N fi '4 'i rl rl
F k
.
*
, "
~ k O O O O O O O O O O O
+ O O O O O O O O O~ O O U'
O k
M O O O O O p O O O O O FI
~ y
_
x z
~
' ~ r rn ~ ,-~ m ~n o m ~ o v~ o
a
~ k N
N O P
~O N
('1 m N
N Vl
N !D
N P ~ tp p 1~ m m ~p O ~(1 N (~1 m 1+1 N I
'
W +
.
.
.
. Yl t0 O
. t~
. O
. W
. O
. W
. Q
. O a?
.C
.
~ x s in o ~n o v~ o m o ~ o io o ~o o ~n o ~o o m o e o H ti a
r o 0 0 0 0 0 0 0 0 0 o m O r
'
~i M
} N
N N
rl rl
ry 'y
N ~ N
N rl
N N
r4 N
'4 N
r-I N
rl ~
O LA
CL ~^J G]
' w • d h ~
~/ h
M Gl ~
'1 N O ~D ~D
~O m
~ I~ 01 ~(1 .i P ~D C m l'1 l~ 01 O ("1 1~ 1~ l0 01 W 2 r]
' .
•
fC • m
f`t .-I
~O O~
Ol
0 !
f
4(1 O
(~1 N
M m
lD ~
1~ T
~(1 O
P N
Ol Ol
O m r4
m N
N ~O
In (~1
~D N
(~1 ~
Ol ti
'-I ('1 U O I
O /y' F Gl
k O ~I1 ri m 1~ h 01 N ~(1 0~ i(1 fu VJ d
fv + N (~1 C N P O C m (~1 1~ (~1 l0 M N N N N C N (7 N t~l 0.: W H
N* .-I fl fi O O O O O O O O d D.1 LL
/ • • • •
N C
' # ~
S
+ N f1
U
k N 0 O fl C .-I N h P C P O W M
~O Ol N 1~1 ~(1 m N C m N ~O lu E~i 6i
r • ROE
• m 1~ l~ ~O ~(1 C P t"1 N N rl 3 W UI
M N N rl r~y ~y N rl ry fl N fi M
~ V] ^
' ~
+
# I~t 11 (7 M (~1 ('1 M M (7 (1 ('1 N O
* a x
+ .i N .-~ .i .a .-i ,y .i rl .1 .i RC F
N 'i rl 'i rl 'i '1 N 'i 'i rl 'Ty Z
µ
~ RG O
U
~
' ~
x u
iOU'
* 3 O Z
• ~O t~l m N N Q~ N r1 ~O t"1 01 r] i-i
A m vt v1 N r0 ~n r m c N ~D ~N W F
# Ol ~D C N t0 ri ~ll 01 N ~(] 1~ C Fl
" . . ~ . . . . . . . Z o~
+
m
o
rv
c~
r~
m
m
m
c P
~ r m o 0 0 0 0 0 0 0 0 o F+ ~+ Z
O ri rl N r-I ~ N N N fl
O
r4 N M i-1 N N rl ~-1 rl M p~'
~ a ~
'
• l0 01 ~D C M ~'1 fn Vl 1~ O~ ('1 i T
O C i-
m O N C ~O m O N V' ~O O~ c~ a a a
4
~ P Ill N N ~I1 N l0 ~O l0 ~O ~O L1
' X O O O O O O O O O O O ~
*
Z
+ q~
y
R 1I1 (~ C I~ l~l I~ OJ 1~ ~ 1~ m h f~ (~ N f~ O 1~ 1ll l~ m 1~
x M T N Ot O1 01 ~ll ~ Ol In O\ Ol Ol C1 O\ l0 Ol m 01 O O1 ~
x • m m m • m m m m . m m m m
' O k Qi V1 O N O ~I1 .-1 N N N N N N V1 t'1 ~(1 l~l ~(1 (") V1 G' V1 •
N# O1 N O N O ry O N O N O N O N O N O N O N O N U
# O .i N .+, .i ti .-i .i ,y .y . O
~ .y o .~ o .y o .~ o .~ o .i o .-i o ,-i o .i o .-~ o .y o rn
y
• a
H
# v~
m in
o m
m a
o ri
c P .y
m m
o m
m ~c
r ui
r .~
~n ~o
cv o
ri ~o
in c~
.~. m
~o m
m r
~o ~n
m
~n m
i- w
£ ~
' m+ ri ri ~c rr m N ,y N ~ ,y N ,y r .+ m ti m o 0 0 0
a« o 0 0 .~ ,~ ,y ,y ,.~ ~v rv [.,
ru. o 0 0 0 0 0 0 0 0 0 - o
~ x .i ,y .+ .-i ,y .r .~ .r .y .+ '+ G1
a+
« a
' Q
~
O
N
~
~~
^~
I..L
W
4
W
W
y
Z
~
U
H '
.] _
~
~
O
~
_
~
~
~
M
a o 0 0 0 0 0 0 0 0 0 0
m o 0 0 0 0 o a o 0 0 0
m : . . . . . . . . . .
> • o 0 0 0 0 0 0 0 0 0 0
4
R
~i
~[a~ # O O O O O O O O O O O
Z N 1~
C~ x m
a o 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N a x o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N # . . . . . . . . . . . . . . . .
x o 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0
+ ~
k ~
F O O O O O O O O O O O ry'
\0 # O O O O O O O O O O O W
G] Z + . • • • • • • • • • •
N # O O O O O O O O ~ O O
RC Q
W N R
#
T
O O O O O O O O O O O
\ # O O O O O O O O O O O
E 2 x . . . . . . . . . . .
U' N # N N N N N N N N N N N
5 ^ fi
Sx
E «
o,« o 0 0 0 0 0 0 0 0 0 0
(+] n N N N N N N N N Q N N
C~ # < V' P P P P T 4' P P
~* O O O O ~ O O O O O O
O«
Z~
a x
r( x ~n ~o m io ~ io ~o ~ ~o - ~o ~o
. U x « o 0 0 0 0 0 0 0 0 0 0
I M H k N N N N N N N N N N N
~'. F (L # . . . . . . . . .
M 41 .i rl .~ .i N r-I .i N N .~ N
ao «
u +
+
.
a + o 0 0 0 0 0 0 0 0 0 0
~d I7 # A O O O O O O O O O O Z
d G] # . . . . . . . . . . .
a a . o 0 0 0 0 0 0 0 0 0 o H
N G] ~ E'
k VI ''2
x N O
x m ..~ m m m in o ri r m o a t+
}• • r-1 N t"1 N ~ rl ~ O lO rl l~ .y O m O M O N O ~ 0o N
a~ ~« rn o m o o m m o m o o m o m o m o a~
!zl • 5~ ~ O ~D O ~O O ~D O ~O O ~O O ~O O ~O O ~O O ~O O ~O O H H
y q • o 0 0 0 0 0 0 0 0 0 o fa~ p
wa . .. ~ ~ .. ., .. ., ~ .. .. om
~ 'y N 'i N ~-1 N N N 'i C'J
a n
:
41 F N t~ m N N h ~D h N N N CO ~ ~ll I~ N m UJ ~O 1~ N O fil 'Ii
^ J• N N C C Ol N C ('I rl ri O~ Ol m N ~1' ~O O~ 1~ '-I I~ P P U O
i.] ry' t[ i~ O~ 1~ 1~ O~ N ~O V f~ ('1 N rl O1 O O 01 1'1 m m m N I~ P Q E
W W + • O • ~O • t"1 • O • m • ~(1 • C • N ~ O • Ol • m W tA
'> ~ ~} N l1 rl N .-I N N N N N ry M .i N O '1 O ~-1 O O O O C. fz1
N• O O O O O O O O O O O~ N a
k . . . . . . . . . .
* ~ a s
«
x (n .r m ~n o r ~o ~ o ~n .i o W
til # .-I ~O .-I l0 N I~ f"1~ Ol ~- N T W~L O
W # . . . . . . . . . . .
, • .a o o m m m m t~ h r ~ S W
f .i .y .i
• N
M N
1 N
m M (~1 (~1 (1 (~1 t7 1"1 t'1 C1 M i~
t . . . . . . . . . . . a
N. ~ N N N N H N N N ~ a
(~Y fy N e4 N N N ~ ~
F
M ~
d
~ N
t 3
a m m ~ m e o o ~o m rv m
m m ~n .i in m m m m ~ d' N
N~ * m ,y n ~n ~o r m m o .+ N a
• a x v ~n ~n ~n in in ~n ~n ~o ~n e z
3 fil + o 0 0 0 0 0 0 0 0 0 o N
ry ~-I N N N ti N N N S+
• '-I fl N rl rl N N N N N rl N
, a
+ ~
3 m o o m r m m N r M .i O rL
'S' O ti d' r ~ N N RI N N O1 M U' d
F.] r t~ ~ ~ m m w ~ m m o W
m G. t . . . . . . . . . . . H
[il F O O O O O O O O O O N q
p (u •
O * ~
«
+ N
F + r ~ v r m r .y r ri t~ N r .i ~ r r ri t~ m r rv r
~'i {1 + N Ot C' T N Ol h Ol Ql O1 T 01 O O~ O O1 r~i O~ N O1 N Oi 1
W u~ . m m m m m rn m m . m . m . m
> a o + ~ ~, a ~n ~, e ~n ~, ~ ~ ~n ~; ~n ~, ~n ~ ~, ~, ~n •
Z W N i~ O N O N O N O N O N O N O N O N O N O N O N U
M # N . ri . N . N . . ri . N . e-1 . N . N . fi .O
.--I O fl O .-I O .-I O .-I O .-I O O N O. O .-I O N O N
• ~
~D ~ '-I I~ m O m I1 rl ~O I~ N O1 I~ ~~O N 0 m ~D N rl '-I
~O O~ Vl Vl m V 1'1 I~ (~1 O N ('1 N N ti t~ .~ 01 .-i ~A
Z. + N a d
~ W• N O N O C1 O t~l O C O P O ~(t O N O N O N O /1 O•
F R M N N N N N N N N N N N W
q' W a O O O O O O O O O O O •
F \ 1i rl N e4 'i 'i r-I N rl N r'I ry f0
fA r] X
, z
4
~
O
M
~
Q~
~
~
~~
~
~
~
~
2
~
~
~
~
M
a o 0 0 0 0
a + o 0 0 0 0
m r
> « o 0 0 0 0
a «
«
a «
0 fz] k O O O O O
j M 4
a «
«
+ o 0 0 0 0 0 0 0
a a+ o 0 0 0 0 0 0 0
N N#
Y O O O O O O O O
#
Y
k O O O O O
\ O • O O O O O
fil Z
N 4 O O O O O
0.~^
Q~ H 4
•
•
# O O O O O
\ M O O O O O
E Q ~
U' N + N N N N N
S O
r
x +
F+
a « o 0 0
~
: o o v
+
~ * o 0 0
o+
z.
a «
t + ~o ~ ~ ~ ~
U S 4 O O O O O
N F + N N N N N
F d f
M I~1 # N N N 'i 'i
ao +
V e
«
a ~ o 0 0 0 0
t~> « o 0 0 0 0
a w + . . . . .
o a o 0 0 0 0
N G] y
r O
Y N C
C • N rl .-I N N N 1
i a~ + m o m o m o m m H x
S c9 a .
m o m o m o m m p
W' (.1 tu# . . . . . . . H.]
a w x• ~o o ~o o m o ~ io 0
~
2~ O
ra a
*
o
.
0
.
0
0 ~
0[0
W
U
# .
fl .
N
rl .,
N ., o ~a
N N E
E
+ Q
FC Z .]
.1 W+ ~n v rf ~n r r ~o io O i
t o >• r o r+ r ~n o 0 0[+ m
r~ aa a+ ~ a ~ ~ ~ m ~ ~nNa
a mm
+ r ~ ~n •mf+
r~ > m w o 0 0 0 0 0 0 0> a
(L U] R O O O p'i
f • • . E
F U
U + H
M } Ol m 01 rl N C C
a ul N m h 1~ W
H f
+] + ~
N .> Y l0 ~D ~(1 N N M
N # fA ~
0 6 M
• ~/1 r~
,] k NO
p m m m t+i m N K
x * •t
CH
[y * .i .a ti ~ y
~
z
a
.-~
.+ .
i
,~ o
t
O + U
U * C'!
+ w o
02 + 3O
2
i-
i
~ x ti r m m m 5~
F
F .
.l
i.] •'~ k M 1~1 P C C ry' [a) ~^J
W p m W t . 5 ~ N
~~n •.]
+ ~o ~ b b ~oHH2
ti2 34] o 0 0 0 o ErnO
~n O + .a ,y .y .y .a a U
C U .i .i .i .i .-~ .] f~
f.1 x W > fu
~
m
i-
i 3 ~ ,-~ r~ w ~o ~o W a C
aa xo « ~ ~ ~ o 0
~ w O ri .-I N N
k
G1 , N N N 'i i-1
0 m x
O ~
x
•
F + v r t~ r~ m r m m
W' :~ ! N Ol N O1 N Ol ry ry
W [.] # . rn . m . m . .
D N O. in in in in ~n in in ~n
, 'j. W UI Y O N O N O N O O
H k N 'i r4 N f1
.y O .-~ O r-I O .~4 N
k
k
' • N [~ O~ N C rl i(1 ~O
^/y k O O O O r-1 O N
~
W• ~O O ~O O l0 O ~D lD
F F11~ N N N N N
q 41+ O O O O O
F ~ # r-1 .-I .-1 .-1 .4
4] ~l •
a a x
W
~
m
a
W
6C)
~
~
}
V
~
a~
T. ~
~
m
U
S U
3
N
3
2 U
H
3
U
H
3
H
h O('1 l~ O~ N N 0 N N Ql ~-i 4' 1~ O f'1 ~O O~ N Vl W I
M I~ N~ O P O1 1"1 1~ N~ O~(1 O~ l+1 m N b O i(1 01 l~l
(1 (~f C C ~(1 t(1 ~tl ~O ~O h h m m m O1 O1 O O.-I .i 'i N
OOOOOOOOOOOOOOOO.y'i.~.yti.-1
O O O O O O O O O O O O O O O O O O O O O O
r-I r-I '4 rl '-I N r-I rl i-1 rl rl rl '4 rl r4 ei ei rl rl '-I rl rl
Y~
r
~
O
~
~
~
~
M
a a a a x a aa xxaaaaxa
m
N
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~
• o
.y
5 .+
S
W W X 4] W
ww mm~u
z
x
m w ~
41 P
W S
S ~
W ~ O
W x .i
U ti
S U
U
U
S U 3 a+
3 b
U 3
S U 3 ~
• O
U 3 -+
S N
U 3
x 3
U o
3 m
U ir H
3 ~
.
5 o
H ti
U 3 .+
H
~
x U 3
N N
fi
H
3
:L U ~ o
H N
~
3
~
U
N
3 F+ m
U ~ o
M N
3 .1
N
N
~
r~
N
M . p
ti
.a
N l~1
r
ri
~ o
, ~
~
a
m
0
. p
~4
N
Q
'+
0
• o
ti
m
o
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
~,
.~1 c 1~ O ~'1 h P('1 ~ Ol N~ll 0 rl P 1~ O(~f ~O 01 N ~(1 m N ifI W'-I P 1~ O C'1 l0
mN~O.-INO~ mN~ON~(lOtCONh.yN01PmN1~.yv10Pmf'll~.y
N f'1 !~1 C P C N Vl ~O ~O 1~ 1~ f~ m W T Ol O O O~-1 N N N('1 l1 V P V 1(1 ~~O
.~-i.-ItirlN.y.yNN.-I.y .--ir-IrlNi-INNNNNNNNNN NNNNN
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 0 0 0
N'-I rl rl rl N N N N N N N N N~-I N ri N~-1 rl 'y ti N N fl 'y ry r-I '1 ey rl rl
N
r]
F
U
4
X
W
O
~
E
F
O
a
a
~
m
E
O
Z
N
Q
Z'
d
E
2 E D
O N h
N X E
F2 f+alw%~
t~.l.l f+]OO~F
O W ZNU' W O~n
~ Ga] S U 0 N W Uz~ O
a°aw~a°az~aa
W ~~OC~UG120
a.~'.as~r,`"i~wr,~
N f~HG1t~a> O.]N
a>~F~maHaz
NNi-ZiU32 W Um 3~
WOIIIIIIIIIIIIIIIIFC
F r] F
oc~HUazruxma.~
'j. .I N
Y J
0
Lf7
~~\
V/
~
~
~
4 4 4
F
~
~
~
~
J
LI'~
M
~a
a
u~
~
w
.i
a ~
~
o w
(+I y' N W
O Z L-
ti o Z W >
V ~C U t
£
N r] (~
OW
41 F O 2 N
~ ~ a
/1 m U
m
0
c
9
^ ~
~ ~
'j
Q + N I
z ~
m wo
a o F+
a. U' • ~ O
o
Z IIti NZ
x
~
` ~ m
.
a V
i+ P o f
.] W ~
ri • • C1
o
O ~n FC ~ {0/
C ~ F
a `6
~o [G 3 (
'1 i-
i
z ~ ~
N
~ ~
>m >0 0
a~ a~ 3
~ ~
~ ~~ S
!~ p
41 rl N
.+ Z
3 3 ~+
v
2 .]
U' >+ N O K
Z ti U 2
N E N F
E r. Q F 4L
m ~ O
~+ 2 a
r] N W U
W
Z ~
o
. o `~ °i a z a w ~
ri a. rn ~n
i + u
i
> ti o a y_
~ ' ~ W O
I
-I
w .- r1
., a M VI
Z
~ o
W .i ~
~ N .] f+ ~n r
o ~¢ m a M a m i N•
.H F II p k] 1~ K~ W i-i 2 U' r] Q~
.a a ~n E. a z o o a> a m
~
w
az w ow
^ c~
z z ~
a F o a
cu ~~.a
wn
~ w
zo (O
~nz >o zo ~ o i m omw wa
~
.+a za ou E E w ~ a aow c~ -.
~n m .-i ^ t. ~n rn w a o a m E-.
~U y
Z
0 q ~
V
a i
i- ^ F R S E W
h
' .IFC
a N wa a s " E a
"
a
~ r
u.
i >5
~ bUm U aw
O E Z y h
a a
E ~ ~ N W S
.] h
] r
-l i-
i £ • + .
]
x [G
U
a N ~'
~ z F ~' ° W E z
F F
'
c .
. r .
a i ,~
c ~.y i ..
~
c x a a
r~ a^ F u~ a w w m ru ~~ aoF w
U S Z til f. O ~n vl m 2 3~~n >
rC T U 4 C9 i .] C i Z 2 i+
W fil F rL t E • F i-+ f~ a N^
fL h~ 70Pr fil 2 2 f.1 Erv E~ E~U' >~n H
'J f[' H 0.i U ra FC O „ CM C.N K.N Gl Mri N~]
v~ N3 S U G] • W~ 41 ~mt~~n i~0
F[~ fv C7 W ~O ~ u> >in O rlfL
L4 2 O M O O 2 0 2 a Z o g z W a F
m ..a c~.+ a m o c~ a ~~ ~-+ ~~oo zz a
a F °
~w °i a o M m ., .. ,.zF ao
H o a
3 T G] • Y f~ L] i~ 4
. E W c ~n ~o N Q U'
U'
t+ N UU
f
) O U
L Ri r.] U • N ~ 41 01 H 7 (L ~
N O
'
fil ti .
S C ~
W ~S
2 W
^ ~
N F
fv 2•
ON 2•
O~ 2• W
O~o Z ri U
302
s^ Ua x N H z a r.o t+N u~..wom a N
D E N O ~ H O E O Y' F O i-i N W E
W W ~ ~ a U m R.i rt .~ CG Q,y E fil a r] •>
C U'] nl G] FE E OH QU Q W~ UI W
W 2 N 6.' fil > G. C W~n N 3 N F r1 Z O N •.]
Nm mx w a H w m a o om H.+z sw
aF oa F a a a F F a aa s~no
o a a a o w E~ ~au
W H u1 0 3 3 O rt ~t x FC O~n r] W
> 3 yfil E F E U W>~
Q a °i o £
o ow aaa o
zr.
i wA x r
u s
`~z "' ~ F
aa a
w
mw m~n 2~n v
i~n u
.
O a r~ .i a~ ~ W~ a~ ~ u1 3 W
41 O I I I N'J C O U] 'v F ^ fv
O ti U in 2 I O
Z d C 2 V1 al N K ~6 R ~
L1 L1 N M N O O k
a1 VI N ~/I U f O F
O fil $.' G] N N M fv M N M Z U' Yi '.~
~~
' N
~ xN cZ0 O O O ti N r~
N >.]
~. ~ U F U Z 2 Z ~O ~^ 2 4]
~o r~ a o H
~ a° z ~a
°
~ F a z z o 0 w
0
m.i U O .+ u~ Q H H H 2 Z Z f~ U' ~n
W Z N U a a r] ' W Z
o N W F F E H~ Z
.• •+ £ O (~ L~ (~ y ;Z Z E 2 O
w ~ z z z w w w ~a H
F•• O fil 4.' ~] N H H £ £ ,'C ~ R U H
eC til tL ^ O.C ^ O p W W W 41 3 O Q
^£ QO ^a> F t R .i .] rl m F
t+ U U U n: 2 W t.] W 4] W t.l O+ N ui
F W r+
4 S S S
4 Z+ r2
4 ~
4
~
~
w
2
W
U
- H
_ ra
~
_
O.w
_I
~
~
~.w
Y/
M
O O O o O O o 0 0 o O
R O O O O O O O O O O O
%
• O O O O O O O O O O O
k
h
~
• O O O O O O O O O O O
#
w
~ N
4 O O O O O O O O O O O o O O O O o O O O O o
a x o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
. . . . . . . . . . . . . . . . . . . . . .
Nk
X O O O O O O O O O O O O O O O O O O O O O O
k V]
~
• O O O O O O O O O O O ry'
• O O O O O O O O O O O G
•
4 O O O O O O O O O O O
k
4
4
R O O O O O O O O O O O
w O O O O O O O O O O O
~ N N N N N N N N N N N
x
x.
Ef
a w o 0 0 0 0 0 0 0 0 0
m+ m ~o m m m ~o io m m m
o r m m m M M m M M m r~
F~. + o o- o 0 0 0 0 0 0 0
x
O*
Z R
• ('1 (7 11 M (~1 (") t7 ~'1 (1 (~1 (~1
d ~ N V1 ~l1 ~(1 N N V1 N h ~(1
rn m m m m m rn m m m rn
0 0 0 0 0 0 0 0 0 0 0
«
s
+ o 0 0 0 0 0 0 0 0 0 0
R O O O O O O O O O O O ('J
k . . . . . . . . . . .
# O O O O O O O O O O O H
k [y
~ N Z
a' M Q
« c~ o c m o o ~o m v r m ,.~ H in
~ v o a o 0 0 .i io r ri in m m ~ ~ m o m ~ ~o in m i
w* r o r o r m ri N m ~o cv o o (n o r.~ z
~ a J
'S R, N O N O N C O ~O O ~ p N O ~O O ~O O ~O O ~O O M N A
+ O O O O O O O O O O O W ~
« .y ~-v N .y .-i .a .y ~ ,y O W ~
., .. .. ... .. ~. .. ., ., .. a o ru
a m E,
W 4 N G' N IA N .-i fi v C ry h N C O l~ ~O M l0 I~ .-I C G1 'F Fl
.S • G] O m ~G m N O C 11 N N .-I C C N 0 .y ~D N ~ l1 C1 O I
fC • O O O O~ O W 1~ ~O l0 (~1 O O .1 h m C m N 41 O O
• • .i O • W 1~ P N N N P m W(n p~
[u iv O O O O O Cf rl (7 O l7 O~ t~t m N 1~ N ~ N ~(1 N C 6i Iil M
fn + O O N ~-I O O O O O O 6, `.~ .> CL
• • • • • . . • • . h N ffi
* .y rt E
~ h W' S U
~ O~ Ol O T N O (~1 m N W N O[z1 N
N N t"1 ~O 11 ~O Ol N ~O O vl Ga E C Y.
k . . ~ . . . . . . . .
M N N N ~(1 V1 P r1 tn N N ~-1 3 W fA
k '-I rl fi N fY 'i e4 N FI
K !A Q
k H
x N .]
4 N N N N N N N N N N N 'N O
+~ a x
r r r r n r r r r r r r r1 e,
* 2 Z
+` t O
~ U
F ~
~ W ^
A y Q ~
• O (V N m t0 0 T m m M m 3 a M
k t0 l0 l0 m ~y N r N O (`l O 'Y~ Iu E
M ~D l0 t0 O l0 ~ 0 (~1 1~ O t"1 5 F1
Q W ~
k N N N ri ~-1 N N l~l ('1 C P `/. ~ N
x O O O O O O O O O O O N N 2
} N fy r{ f1 ~y N N N 'i 'i S+ !n O
M fi N N 'Y N ry 'y r{ N fi N H(G U
+ a w
+ m>u,
n o o .i r v m rv r m m e O C N W
• m o m o ,-, ~y a. ~ ~ m o c9 G~ a a
k (~I O O1 G' P C C C Y1 ~z]
Y ~~
• N N rl O O O O O O O O q
M
~ ~
# y
N N ~O N OJ m N O N T N ('l N h N ('I N P N O N
i~ In Ol lO 01 t0 l0 O~ N O~ m O1 P 01 m O~ N 01 ~(1 Ol 0 01 I
m . m . . m . m . m . m . m . m . m . m
O s o m o m o o m .y m ,y m rv m c~ m r~ m m m r~ m -
N• O rl O 'i O G O .-I O ~-I O n O .--I O .y O .y O .i O r4 lJ
# . . ~ e4 . ~ . . N . . e-~ . N . ..i
k .~ o .i o f. ry ti o o .~ o o .~ o .+ o o ti o v0i
N
• y'
'• C .-I N O ~(1 U Vl O N p T O O O N N Cl I(1 N ~O N
F N 1~ E1 r-I O N O lD tO C p h p~ N O m 0 ~ll (~1 1~1 lO fl b
E« a
W 4 N ~-1 ('1 O C `~l C N ~O M O N N N V1 N ~ .y m N O~ ~-i .
~] # O O O O O N N N N r'1 rl fu
W# O O O O O O O O O O O
\* N rl e4 ^ fi 'i e-1 'i rl 'i 'i 'i GI
a + a.
« m z
r
W
0
N
N
Q~
~
~
~
4
r
_
~
`i
~""'
~
M
~
m
N
Z
W
U
N
t~ a o 0 0 0 0 0 0 0 0 0
a « o 0 0 o a o 0 0 0 0 0
W x
~ * a a a o 0 0 0 0 0 0 0
:
a .
'L N # O O O O O O O O O O O
d +
+
~ O O O O O O O O O O O O O O O O O O O O O O m
a a. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N•
. . . . . . . . . . . . . . . . . . . . . .
• O O O O O O O O O O O O O O O O O O O O O O
+ ~
+ ~
0 0 0 0 0 0 0 0 0 0 0
~ O • o 0 0 0 0 0 0 0 0 0 o a
W 2 x
~ 0 r o 0 0 0 0 0 0 0 0 0 0
G] H 4
+
F
# O O O O O O O O O O O
~ + o 0 0 0 0 0 0 0 0 0 0
F Q *
y O t N N (V N N N N N N N N
+
T.+
F*
d% O O O O O O O O O O O
W• ~n b ~o ~o ~o ~o m ~o m ~ w
0 R M m n ri ri m m m m m m
r
Fd + o 0 0 0 0 0 0 0 0 0 0
x
O«
ji k
a +
rG + ri rvi ri rvi r~ ri r'~ n ri m m
U x x in ~n v> ~n ~n ~n ~n ~n ~n ~n ~n
N F + m m m rn m m m m m m m
H d •
a wo ~ o 0 0 0 0 0 0 0 0 0 0
V ~
a « o 0 0 0 0 0 0 0 0 0 0
~ W * o 0 0 0 0 , o 0 0 0 0 o c9
N W * o 0 0 0 0 0 0 0 0 0 o i-'Z.
* N Z
* f+ O
+ o o m (+f o r~ ~n ,y w rf ~n N i-+
N • M P V' lD f'1 m N r-1 N l'1 .-1 C N N .i l0 .i ~O O t~ O 1~ O (n
a w ~« O O O V O Vl O N O In O ~(1 O ~(1 O ~(1 O V1 O ~() O Ia]
a>
W• T. + \O O ~O O ~O O ~O O ~D O ~D O ~O O ~O O ~D O lO O l0 O M N
Z O • o 0 0 0 0 0 0 0 0 0 o W q
W P~' x .-~ ~ .y ~ ~ .a ,y ,y ~ ,y
m
(.~ * N N N fy f1 N 'y
Ki ~J
d N
#
^ ~i ~ 1~ O O m C m O t~ 1~ lD ~ O\ N N h (~ 1~ N Ol 1`t N l0 U O
.] Q F+ m o r r ~n .-+ m ,-~ N e ,y vi o pi rn ui m ~n r r r .~
G] G] F . N . l0 . N . m . C . ~-1 . Ul . l0 . C . N . ti W N
'.~ T. Iu k ri C ~-1 M .i I+1 ~-i N r4 N fl N .-1 .-I O .y O ry O ~-i O .-I 0.' G]
4l • O O O O O O O O O O O d`~] ,
, . . . . . . . . . . .~ma
R fy ~
* ~nam
« m r r .a
.~ H m e' rn ~n o ~ rv m v~i .~i m ~ F C
G] w . . . . . . . . . . .
> + o o m m rn m m r r r ~n 3 w~
~ ti ti
y
+ ~y
+ y
i~ N N N N N N N N N N N N
k . . . . . . . . . . , a
k f~ I~ h 1~ P I~ h 1~ I~ I~ P Rf'.
a . ~
"+
~
~ a
• N
3
i~ O1 O~ C m 1'1 1'1 01 N V1 01 C
•, k N ~ ~ o vi m m o m r ~n ~.
~n w x c~ rr c io ~ ~ m a
3 ca.l + o 0 0 o N N ~ ~ N ~ ~ 2
O O O o 0 0 0 ~
# N ~ ~ .-1 .-1 .-I rl r1 .i
• f4 fi e4 'i ~-1 N 'i f1 fi M
+ a
+
3 '+ rr ~v o 0 0 .i rvi ~o m v m O C
'F. O * N C ~O OJ O N C ~O m r~l ('1 V' W
W W w N vl N N ~O l0 l0 ~O ~O 1~ t~ W
M
O w * O O O O O O O O O O O Q
~ Z
~ y
E • 1"1 N N N m N t") N V1 N ~O N ~O N c N N N 1~ N N N
W' :~ T O 01 N O~ I'1 O~ Vl 01 l0 O~ r p~ 0 Ol Ol 01 O O1 O T ri O~ I
W W « . m . m . m . rn . m . m . m . m . rn . rn . m
>.] O« m m m rn m m v m v m v m a rn v m in rn ~n m in m•
2 Ls] N x O .-I O O rl O O O r-1 O r~l O .-I O O 'i O rl U
M N • rl ~ 'i N N N M r~i N • O
• .-1 O .y O ri O .-i O ry O ~-1 O e-I O ry O .--i O 'i O .-1 O N
N
# m N l7 V I~ N O~ l~l N V ~O ~ t"1 O t`t ~(1 m Ol 1~ i0 t'1 O~ '
O ~ n 1~ Ol 1~ 0 I(1 (~ N ~O S ~ q r'1 (~1 l0 N 01 N N N b
M 4] x O O N O N O r1 O ('1 O Q O P O ~(1 O ~(t O ~l1 O l0 O•
E Fl M N N N N N N N N N N N Iu
fC W 4 O O O O O O " O O O O O
N Fl Y ~1 ti .9 fl 'i .i ri .~i rl ri .i m
+ a
4
~
~
M^`
W
~
/~~
LV
~
r
~
O
~T
i
g
d'
~
M
fL o 0 0 0 0 0 0 0
m s o 0 0 0 0 0 0 0
m x
a * o 0 0 0 0 0 0 0
a
o m o 0 0 0 o a a o
z ~+ «
a .
+
+ o 0 0 0 0 0 0 0 0 0 0 0 0 0
.~ a x o 0 0 0 0 0 0 0 0 0 0 0 0 0
. . . . . . . . . . . . . .
N N 4
k O O O O O O O O O O O O O O
•
k
• O O O O O O O O
\O # O O O O O O O O
m Z x
~ Q k O O O O O O O O
[!1 M k
R
k
O O O O O O O O
E ry' x O O O O O O O O
~ Q k N N N N N N N N
k
T. k
EA
d k O O O O O O
W M ~o ~o ~o ~p ~o ~o
0 k 1"1 (7 1"1 l~1 (~1 (7
M
£ k O O O O O O
0. k
O•
Zx
rv~ F
EC + c'~ m rvi m ri m m ri
U T. x v1 vt N i(1 ~tt N ul N
H F % 01 O1 01 01 O1 O1 01 O~
H a
M W i O O o o O o o O
0.'O +
U i~
+
•
a « o 0 0 0 0 0 o o
W> + o 0 o O o 0 0 0
d W + . . . . . . . .
b a • o 0 0 0 0 0 0 0
h ~ fi
• O
In k m O1 N ~~
N N N N N Ul I
~ N• k 1~ O 1~ O OJ O OJ O m O m O m m M y'
s ~w~: ~o~o~o~o~o~a~~~
a~ m~ x+ ~o o ~o o ~o o ~o o b o ~n o ~o ~ R aR[
Z 0 M O O O O O O O O W p'i
fs w a + ~ .. ~ ti ., ., ~ o ru
G] U' • .i .y .i .-~ .y UI E
F a
Q
Q •
i-] 4] • t0 m ~O O~ N O (~1 O m V1 1~ ~I1 rn m p~i
~ ~ >~ ~n m m m v ~n m t~t a (V o .~ ~o ~o F ril
Ia1 Fl Q Q i~ ~O h ~(1 ~(1 N I(1 l0 C m N l7 (~l VI N
f1 W W + • Qi • m • h P ~D • N • N • • 4] H
N '~ 2 Iu I O O O O O O O O O O O O O O 7 d
a ~n. o 0 0 0 0 o a
, . . . . . aF
E x Z U
U k H
H x O O rY 1+1 f~ N r r C a
C ~] R N N 01 t0 (~1 r~i m m O F
E W « . . . . . . . .WV~
N '.~ • l0 t0 N N V1 N C C' H
M w N ^
o . H
. ma
a .
Ox * N N N N N N N N r] C
2 a ' r r r r r r r r 2 O
O ~U
U t t9
k a ^
OZ + 3Oi-Zi
N N + N m m m c ~n m rf N W F
W F x N m rt m m ~ .y .y ~ r]
a •> « m m o o ,-~ rv rvr(mp
f.] O N G] # . . . . . . .
^ N r] i(1 i(1 10 \D l0 l0 ~O ~O H^N 2
~+ 2 3 W ~ o 0 0 0 0 0 o O E rn O
~no # ., ~ ~ ~ .. ~ ., ..Hau
w U .~ .i .-I .y ,y .a .i fa.] 7 G.
> tv x
F+ fA 3 r ~o v ri rr v ~ M m a a a
a a m o . ~ o, N ~ m ., ,~ ~
e+a r r ~ m m m rn rn m
w w .
r.i + o 0 0 0 0 0 0 0
^ w .
0 •
#
#
F • ~ N 01 N N N C N ~fl N ~ N ~G ~O
fL D ~ ~'1 Oi .-1 01 N ~ N O~ N 01 N 01 N N
1a) It1 k Ol Ot . 01 Ol 01 Ol
> fl O k V1 O~ N 01 ~l1 O1 N T In Ol ~(I 01 N ~I1
L W VI k O O ri O ri O rl O .-i O ~-1 O O
H • rl ii N '1 ~y ~y rl N
F rl O r-I O .i O r4 O .y O rl O .4 N
x
k (1 h O 17 t7' O l'1 l~ O P C .-1 N ~O
O ~# o .+ ~o .+ r .+ m o m o m o m m
N W w ~o o ~ o ~ o ~ o ~o o ~ o ~o ~o
E r] • N N N N N N N N
a w+ o 0 0 0 0 0 0 0
E \ x .i .y .y .i .-~ ti .i
N ~lx
4
a xaa
~
~
~
~
~
Q)
~
d
w wxx
a xa
S
U U U
U
3
M N
F1
M
v~omo~vriinrm.~
c~~oo~nmmr.iino
N N 1'1 f'1 (~f c c ~(1 ~(1 l0
0000000000
0000000000
„1 rl rl fi N e4 e-I r1 '-I rl
~~
'
,
;'
I~,
I '
I '
'
'
'
,
I '
'
~
'
,
,
'
'
'
~
O
~
J
~
M
a a a a a x a a a a aa xazaaa
mx
~
m
m
x
m
~~~'~
xw www
~u w
ra w x
~
x
w
W S U (J
U
[il U
U 3
S 3
U 3
W U 3
Z
U 3
U 3
~ 3
S
U fi
'3 M
U H
3 H
T. F+
U 3 ~+
'
ti .
U 3 N ~
~
H
3
H
U
3 ~+
x
U '+ •
S
..
U
3
x ~r
U 3 ~r
H
3
U
M
3
ti
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Pl i(1 1~ 01 r~i N V l0 m O N C~O m O N t0 Vl l~ O~ .~ ~'1 N P 01 O N o~D N O N O tD m O1 N F1 Vl [~ 01 e4 fO ~ P m O N T~O
e m N~O r-1 ifI O1 l'1 P N~ O C m("1 P N V) O1 Ih m N l0 O o 01 f+1 (~ .i N O C m N~O O N 41 P'1 I~ N~O O cT m N 1~ ti N O1
. . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . .
IO~OI~l~m0m010100.-I.i.-I~N(~1(~1(7 V C~~(IIOIOtOhI~G~m010~0100NNrINN('1('1C PCNh~D~0~0
O O O O O O O O O rl 'i rl r1 'i N N N N N f1 e-1 r-1 N N N'i 'i N N r-1 N N N N N N N N N N N N. N N N N N
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 O O O O O O
•i r-1 ri rl r-I N N rl rl e4 M'i M e4 rl ~-1 fl rl rl rl fi 'i M N rl f4 fi fi r4 ri fi rl N N ri 'i fi rl 'i rl r-I N N N N N"I N r4 e-1
~
w
0
~
~
Q~
~
~
~
'
'
'
'
'
'
'
,
,
'
'
'
'
'
'
,
'
'
,
~
0
~
~
~
~
N
r
0
r
~
~
0
r
0
.i
~
0
.y
.~
v
0
0
M
~
0
~
r~
0
0
P
N
~
~
0
~
0
.i
0
N
0
0
N
.~
F
~
x
0
W
E
O
a
m
m
0
z
N
~
d
O N ~
i+ X F
a r~u Wz~
z aWZ~~x`~
~zWZaz~~F
FEfilrS i-+Z4]Z
rC d U S 4] 41 Q U i-i
W O f.~~U r5~~OFZqaa
W r] ~O(~UW Ef4
Ci-ViCS ~ W (~9~0
a. mE.ruc~a>oa~n
yazaauz~a¢o
NtiU3TG]Um3 i-+
EOIIIIIIIIIIIIIIIIE
O~'+USTIilXmNw
T~ ~ N
~
~
CO
N
~
CO
d
~~
,
'
,
I ,
I ,
I '
I 1
I '
~
, ~
O
,w
W
'
~
' ~
M
I '
I ,
I '
~J
I ,
_,
'
4
~
~
~
w
.. o
.i
N
w
a ~'
N
N
~
~
~
N
N
Z ~
N
F
m r~
.,
a w
~
N O
F ~ H ~O
H N UI I
Z S
j
W -- `+ N
q
^ -' Q Gl CL
N F
II N
a ~ E
W O fil U' Q
a ~ F
N S 2 O F fil
~~ N N
o U F i W
W ~ a a
~ zm
N 5 ~
a w a a .
+
w ^ U rf U O F
Pa N Z W O F N 0
2 Z
~2 F N O
U W
W F U Q ~ E
W 2 Q
~
~ m SU a ~ U
u
i 3
E (7 W (7
~ W a O
F o 2 y 3
S
E N N
3 I.
] Y'G
1 G1 N f
+~
£
~ V
~
Ul Q Q il
i-
i R (+
0 f
~
2 0 U W a H
41 fil N M 0.'
~ W W a ~
i-
i S 5 i
~-
6~ E 3 E G a
Q a ~
> ~
W 3
3 r
i~
a
N E
O
W r o
i i i
2 G~ fK Z ~n N r~
Iz1 H N H
N ~
O W E W N N n
2
N U E o
O 5 Z Z
iO W
m
~ U ~
Q Z 2 Z
.
-~ O N r
i~ i-
i i-
+ i-
i
w z m c~ ~ a a .a
N W
•• N E O C~ U' U'
o a° °
> ° °
E o o
a
~ a a
H t) U U t4 Z W G]
E 4] fi S S X
4
4
N
0
z
~
a
5
H
F
~
Z
O
U
~
a
N
N
O
W
4
4
~
~
,
_ a
~
w a
5 ~ d
o Z 0.1
z w >
K U r1
$
a a
z ~
E+ o
ao a
0
c~ o
z a
R[ ~ N
f~ O N
2
Zo II N G1
a
~ ~a
W a] H
N O ~l
'J O G] f.]
~
^
O V ]
ry' \
r~ ~
GG 3 5
0
y
~
~ W O ~
i
L
] .
0
W~o W O
o S
NN N
2
3 3 ~+
O 4
t+ U 2
F N E
1 E O.
o
w a
a o
~
~ N D
~
> ~-
i
~ W
H N Z
N O
VI ~] N l0
~ ~ Y
N „
i .
i i
4] i- U' .]
~ Z O W
I O~ M M.
] Iil
~ O W q W a
O¢If4
O W N F ~
I
a
u o
~
i r~
H ~ > S
fX W i-
i
rn o > a
VI N C
I W FG H
. . + a a5U
~ ~ ~
I W W W
HM rCOF 4]
u] ~n ~n 2 3 Iv tn >
22 N
% # M W d U~ ^
I H
E
I CO (G~ r'i
R
~i~ W N i-]
i u] W • fs] •[0 C'! N i~ O
~ ~ ~
~ ~
', H N r
OO zZ d
ti ,y 5 t0
F
I m ~N> m
~ • w
* Cl
~ O N O N O N Z.l 3 O Z
'i N O F1 M N f+l O W
N ra F1
x
a~ E
a w
~ 4~ R~ F W
CG .
] .>
E E F OE QU rCfilD N W
' N N ~
O~ O H~ a
i ~-l f.
i 2 il
3(
..~ O
~..
~ F ~F UN >
a
E ]
W
I+
O
W ~ O W (q
d a
O
W p S LK S
~ ~
~ N~ W 3 w
,i ~ 4] u1
N .'J C P N"'J ^
Z 1 O
4 rC R ~
~
*
N N M Z
U~ Ri>
N
'i N l'1
Vl
O Z W
a o «.
ozz
° ° ~
°
z z z W z
F F F !i ~ Z
2 Z 2 E~ O
£ ~ °
a o
~ a
r
u u
i w
u
i
a a W N
(,
j G
1 O + ~n
Z • 1
4
~Y'
,
~
~
~
~
~
~
~~
~
~
Q~
~
~
V~"'
i '
' •
' ~ ~ ~ ° °
+
.
o
0
0 o 0 0
0
0 o
0 0
o 0
a
* o 0 0 0 0 0 0 0 0 0 0
+
*
~ ~ o 0 0 0 0 0 0 0 0 0 0
+
; a
« o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
rL « o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N #
.
.
.
.
.
.
.
.
.
. 0 0 0 0 0
+ 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 O O O O O O O O O
+
*
' ~
•
O
O
O
O
O
O
O
O
O
O
O .
k
R V1 N ~(1 ~(1 ~(1 N ~(1 ~(1 N i(1 N
k 'i i-i r~i fi M 'i 'i rl 4 i i
4 r e '
k
x*
F*
' 6~ i O O O O o 0 o O O
Q~ ~ ~ ~ ~ O O O O O
~ ~ b ~ b .
- F. •
~ ~ O O O O O O O O O
Ok
2~
' *
o 0 0 0 0 0 0 0 0 0 0
+ ~o ~ io io ~o ia ~ ~n ~o ~o ~n
•
F m
• m m m m m m m m m m Z
i~
k O O O O O O O O O O O
~
M
k ~
' ~ *
* O O O O O O p O O O O
O
• O O O O O
. O O O O O O
M O O O O O p O O O O O
(~ "
~ 2 ~
` O
_ "
x
h
v
ti ~o
,
~
«
c~
rn
~n
v
o
r c
r
v r
,~
n a
N p
io
,y m
io
o N
r
o M M[/J I
r H x
* o o vi ,.a r o r o m o m o m o m o m o m m>
~ w
m«
~e
o .
~o .
o .
m .
o .
~o .
o .
~n .
o
m
o
~
o
m
i
o
~
o o N
+ o 0 0 0 0 0 0 0 o o
0 o
0 ~
o m~
~ * '1
.y N fi
.i 'i
.~ '4
.--i ~ ~ r4 N N ti', Ll
,
~
x .~ .y N F
'Q
~ W r m rv m ~ o r m r o r~ m m N ~o m m o io ri ri p`i
>* m
~ u~ ul r m c tV c r c .i .y t~ v N o m r ut ~ E W
Q 1 f~ O ~O N ~O ~p ~ N ~(1 O T O1 C O M .-I l'1 ('1 UI W
W# O ~ ~
V O ti O .y O .-I O O O O O O O O O O O'J [L
] * O O O O O O O O O
4E
' ~ SCJ .U
~ N N 1~ l0 ~O m .~4 ~D .-I r r a 5
* •+ ~+ e m o r in ~v o r r~ o[+
« . . . . . .
w
w r io ~ ~ ~o in in ~n in v v
H
" ~n ^
+ ~
' , ~n a
+ o 0 0 0 0 0 0 0 0 0 o a a
3
• Y1 N i(1 ~(1 U1 ~ i(1 N N i(1 N Z 2
* ao
~ U
* ('J
'
" a^
N O U'
x
m
in
.y
~
~
in
m
m
rv
o 302
o a~ r.a~ [~-~
# m O "'~ ~1' C N m M 0] N N C ~]
# ~ 0 O e~i N (~1 M C
~ Jl ,(1 y' W p
' +
•
~ .
N
O
'~ .
~t1
O
ti .
\O
O
~ .
~O
O
N .
~o
O
N .
lD
O .
t0
O .
\o
p .
\O
O .
~O
O
~O i-i ~ Z
O$' (p ~
'
M
N
fi
N
N
N 'I
r1 ~-I
~y ~4
~y N
~y N
~y rl N Q
i U
'y a W
~ L~ ' ~
+
01
h
O
N
~ O
(~
N
N
lp
o
o m a a
•
~ c~ m ~o m ,y rvi ~o rn c~ ~o ~
~ `~ ~ `O ~ r r r r m m m
' +
F o 0 0 0 0 0 0 0 0 0 0
#
%
R ~O C h C I(1 C l0 C P C Ol C N P C l0 P l0 l0
M O .-I .-I fi M rl C rl ~(1 'i N N lD r~i l0 'i l0 .-I 10 l0 . H
#
•
O
•
O
•
O
O
•
O
O
O
O
O ...
.
' O # ~(1 N N N Ill N N N V1 N '(1 N ~(1 N N N ~(1 N V1 i(1
N{ O O O O O O O O O O O O O O O O O O O O
rl M . . ~ fi . r-1 . . 'i • ~y
•
rl
O
~-1
O
~-1
O
O
f1
O
.-I
O
.a
O
.-I
O
e4
O
rl ~
k
}
I~ m Ol OI
• 1~ O 'i O rl m Ol m h N O1 N l l0 1~ --~ m m ~O (~ 0 C O l0
M m (7 N N (~l C I~ I~ i(1 I(1 O (~ f
m O m .
l0 C ~D ~O
"
£ x . . . . . . . . Nt
~ve
' N ~ N N ('1 ~O N O~ ~-1 O y N O N O ry N O O O O
~: + O O ti
N
(~I '
~
+ O O O O
W # O O p O O
O (
I (n (
1 l1 rl r~y N
\ +
rl
N
~y
~.{
~..~
~y O
'y O
N O O
rl O
N
a ~
~
~
N
Q~
~
~
~
'O~
1
'
'
'
,
'
1
'
,
'
,
'
,
I '
li ~
'
'
'
'
~
O
~
~
~
~
M
x a a z a a xa
~
..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
~ ~
o
x x
S ti
x
S N
~
b
5 • O
~i
W W .
S G]
Gl c
m r
W o
•
m .v
..
5
M
~ ~
0
U ti
U .+
U 3
U
3
U 3 M
U 3 • ~
o
ti
3 .i
U .y
.i
3 ~
• o
ti
U ~
3
0
rn
~
• o
3
m
~
. ~
H
M
H fl
N
~
N N
•
N O
„1
N
M N
• O
~
H ~
O
.
. . . . . . . . . . . . . • . . . . . . . . . ~ . . . . . . . . • . . . . . . . . . . . N
p
~
O ri N l~) C C ~Il l0 1~ W 0 O~ O~-1 N('1 (`~ C ~(1 ~O 1~ f~ W Q~ O r4 'Y N 1'1 C ~(1 lD ~ I~ N' Ol O O'i N(1 P~ t(1 ~O h
(~1Q~Nr41~(~t01 V1r~i1~(~101~ONm PO~ONmCO~DNQ~t(1.i1~(701~(lNl~t'1a1NNmPOIONOJCOtO
.
. . . . . . . . . . . . . . . . . . . . .
.
. . . . . . . . . . . . . . . .
.
. . . . . . .
N N~O 1~ 1~ c0 W m O O rl .-I N l1 l~1 c V) i(1 ~O lO h m m Oi T O rl'1 N N m< V' Vl i(1 ~O t~ 1~ m a1 01 0 0 N N N
OOOOOOOO.y.-I.-i.ir-ir-iNeyrl i-1.-I N.-1ey.y.--i~yryryNNNNNNNNNNNNNNrv1~`l(~tln(~1
0 0 o O O O o o O o 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 o O O o 0 0 0 0 0 o O o 0 o O o 0 0 0
N'i N rl '-I rl N N N N r1 'y r-1 ry i-I M ri ~-I N N'i ~y N r1 rl ry N N'-I N N N N N N rl N N N N N N N fy fi '1
N
W
E
O
Z
~
4--.
~
M
~
Q~
~
~
,
'
'
'
'
'
'
,
, ~
O
' Q~
J
' ~
M
'
'
'
'
'
'
~
,
r
N
E
Q
X
W
^
~
E
O
w
~
w
O
Z
N
~
~
o ~ n
~ xF
a w~x~
wawoo~a
N 5~ 2 a 2 U~ E
E F~ Q N Z~ Z
Q d U S W h U N
~ ~~ V~q O F Zq5 a
~a~O~UWEa
5 ti C 5 ~ ~ ~ ~ ~
C> N E H~ a q a z
azaawzoxao
y H V 3 S~ U~ 3 N
OIIIIIillllllllll~
a E
~~ U 3 2~ X m r ti
e4 N
v
~
0
v
~
~
~
a
`~~
,
,
'
'
,
~ Appendix E:
i
~ Storm Drain Improvement
~ Plan
1
1
i
1
1
1
!
1
'
'
Stormdrain Improvement Pians included with the report for plan check. -
' -
1
'
'
'
1
,
1
,
'
1
'
'
'
'
'
1 ~o~