Formation of Sewage Collection and Treatment Districts
~~
~
\
.."-....
ti.... .~fl....\. \..
,\,;, ,/'l
~.,.
K
....,.<:..'
- '~'''''''!f'''''~~''r _=""-~.-'l""1'_"""""'__ ~_j''''''''''''',':--
'.-""':;~;';~';':"':'~
I
TOWN OF WAPPINGER
DUTCHESS COUNTY, NEW YORK
REPORT FOR THE
FORMATION OF SEWAGE COLLECTION AND
TREATMENT DISTRICTS
l_
Adler-Brenner & Associates
and Rudolph E. Lapar
Engineering Consultants
350 5th Avenue
New York, New York
December. 1967
--l
J
. ;. -rtI'.._'.._17,'......~">':,. .,'.....,..."....:; '_''oII''l'. ,.'"7.lao.F."~I-w-...-..."""-.,-,."'#;" ..-;~"!.II.,,~~,";UU-'.."'tu~~~___. ".
,;,-...,...~~~.,;... k;'~_~",,""" .:".;-",~-,'_,.,.~.j.,.=~ ,"
~.
IJ.'ABLE OF CONTENl'S
'--
Page
Letter of Transmittal
General
Sources of Information
District Boundaries
Population and Flow Forecasts
Design
EDsernents
Capital Costs
Annual Expenditures and Revenues
Cost to the Averace Taxpayer
Summary and Conclusions
Recommendations
1
3
4
)
9
l~
1'(
21
23
25
28
APPENDIX
A - Description of the North Wappinc;er Seller District h~l
B - Description of the Town of Wappinger Sewage Disposal
District
PLATES
....
1 - Town Population Curve
2 - Sewer District Population Curve
~ - Ratio of Peak to Average Flow
Ji - Stage "I'l - Intercepting Sewers
5 - Stage "2" - Intercepting Seivers
6 - Stage "I" - Sewage Treatment Plant Expansion
TABLES
1 - Capital Cost of Stage "I" Construction
? - Typical Operating Budget
~ - Schedule of Units
h - Schedule of Units Assessed for Unit Benefit Charges
IvIA P
I - Boundaries of the North Wappinger Sewer District III
11- Boundaries of the Town of Wappinger Sewage Disposal
District
~
&
't~!!'1Wt?~:'.:;,-:\ ,'.::l.ti:!'~~'1"fft fl' :,;;i:;t':;':'~~"ir "",,,, ,;.", " ~,,'~-;-:l.':f')"'~W~'~~.~'~!"~~ id....~.,~~,':~"~\~..,""I-'i:, ~;'iL~-"
,::.~T~~
\.,
ADLER' BRENNER
. and associates engineering consultants
EMPIRE STATE BUILDING. SUITE 4820 - NEW YORK, N.Y. 10001" 212 PE &-7665
December, 1967
Town Board
Town of Wappinger
Town Hall
Wappinger Falls, New York
RE: Report for the
Formation of Sewage
Collection and Treatment
Districts
Gentlemen:
\..r
In accordance wit'h the authorization contained in
Resolution No.34, year 1967 adopted by the Board on June 8,
1967, this office has completed its Report for the formation
of Sewage Collection and Treatment Districts (North Wappinger
Sewer District No. 1 and Town of Wappinger Sewage Disposal
District) to convey, treat and dispose of sewage collected
from existing and proposed sewer districts in the Town of
Wappinger.
The report analyzes the requirements of such Districts,
presents design data, proposes a layout of intercepting sewers
and pumping stations, abandonment and/or utilization of exist-
ing treatment plants, expansion of existing treatment plants,
estimates of construction, operating and maintenance costs,
and suggests a method of obtaining the necessary revenues.
Tables and plates are appended to clarify and illustrate the
text of the report.
In our opinion, the Project proposed, if constructed in
appropriate stages, should prove effective in relieving
pollution at the minimum possible cost to all partictpants.
Accordingly, it is recommended that the Board undertake
the ne6essary actions to effectuate the program outlined
herein.
Very truy YOU~S"7 .~~
' a. ~,~ ~ t:? dZ~ /? e.
~~ ./?/i.
I
\.
BRANCH OFFICES: 4 INDEPENDENCE AVE.. TAPPAN, N.Y. . .,4-EL. 9-3510 . 572 SOUTH 8AYVIEW AVE.. FREEPORT, N.Y. . lIt6-MA 3-2435
"~Il,:~:;f...:~!t!l'''----'''''':_'!''rl!l!l'''~'_.;nur:',:",.-.~.c tiila,;fJW'!!ft!:'~1~~ aii.iWlO~. .
'r_!'1'...o.~;w;."",,"... .,_;;0.
:~,-,:-:'-';r;~.,..;,.,.-.. ",:, '.C' -~ ;-."."....,.,,'0.....
-: :c'::":--.'
-1-
~.
TOWN OF WAPPINGER
REPORT
FOR THE
FORMATION OF SEWAGE COLLECTION AND TREATMENT DISTRICTS
\.
GENERAL:
The Town Board of the Town of Wappinger~ Dutchess County,
New York on June 8, 1967 retained our office to prepare a
report on the establishment of a Sewage Collection and a
Sewage Disposal District in the Town of Wappinger in general
conformance to the recommendations contained in the "Feasibil-
ity Report-Proposed Trunk Sewer and Treatment District" dated
October, 1965 prepared by this office. The Sewage Disposal
District will be formed to provide for the collection of
dorneotlc and commercial wastes from one or more sewer districts.
The Sewer Districts will provide for sewer service to residential,
commercial and industrial facilities.
The cost of sewage collection and disposal will vary to
the individual taxpayer depending upon the availability of
Immedlateservice and the stage of development of the land.
In ~eneral, collecting sewers will be extended into areas
which have developed sufficiently to bring the costs of such
service to an acceptable level. Thus, these collecting sewers
will be directed to areas which are topographically tributary
to existing collecting sewers and are at or approaching full
development~ since service to such areas may be provided at
least cost.
\.,.
~
-2-
~
\..,
This report relates to the formation of a Sewage Disposal
District which will service existing and proposed sewer dis-
tricts, and to the formation of a new sewer district in the
northwestern section of the Town of Wappinger comprising an
area of approximately 4,700 acres. Further, this report is
in general accordance with the "Comprehensive South Dutchess
Sewer Study WPC-CS-119" for the Casper Creek-Wappinger Creek
Drainage Basin.
The proposed Sewer District is residential in character
and is zoned predominantly for single family dwelling units.
Topographically the district is hilly with definite ridge
lines running north and south. Relief ranges from a maximum
elevation of 450 feet to a minimum elevation of approximately
100 feet at the outlet.
This report also contains the engineering data necessary
to ('orm the proposed Sewage Disposal District includlng
boundary description, forecasts of future populations used
in determning the expected sewage quantities, collecting
sewer locations and sizes, costs estimates and a suggested
method of taxation to provide the funds required for main-
tenance, operation, and debt service.
The Sewage Disposal project consists of collecting
sewers, pumping stations, and treatment plant expansions
\.....
-3-
\.
as required.
Administration of the proposed districts will be under
the jurisdiction of the Town Board, as provided under Article
XII of the Town Law. Maintenance of these facilities will be
provided by Town forces, the cost of which will be apportioned
amonc the taxpayers within the confines of the proposed
Disposal District.
\..,
SOURCES OF INFORMATION:
The following comprise the basic data upon which our
analysis and conclusions were based:
1. Dutchess County photogramrnetric maps (Metropolitan
Area Project NYP-53).
2. Revised aerial photography as provided for New York
State Project CS-119.
3. Town of Wappinger Feasibility Report, Proposed
'l'runk Sewer and Treatment District, dated October,
19h5 by Adler-Brenner and Associates.
4. Town Development Plan dated July, 1962 as prepared
by Frederick P. Clarke & Associates.
5. Tax Maps of the Town of Wappinger as prepared by
American Air Surveys, Inc., and updated by the
Town Engineer, Rudolph E. Lapar.
h. Assessment data on the areas within the districts
as supplied by the Town Assessors Office.
\.
_. '''-'''''-''''''''''.I.P:''''_~' .-,- .~q_,""".-.""",.A"'-"':>_"I3l'M___'_~__'--"_ -~. -"'~-"""""""...~_..:,;",I>tl'\"',~:, '.~,,",
;..",;..- .-.:<.,~ -.. ....-. ."'e, ;".j.. .il1';~, .":')..:.t:;ui-_'WiN::.r:;,V;'~", ":,Tf'",,'~~i,. ,
-4-
\.,.
7. Conferences with the Town Supervisor, Mr. Joseph H.
Fulton, and the Town Attorney, Mr. Joseph D. Quinn,
whose services were invaluable in the preparation
of this report.
8. Data and General Plan of Rockingham Farms Sewer
District (dated December 4, 1967) by Milton Cha~en
Associates.
\..
DIS1RICT BOUNDARIES:
The following is a general description of the boundaries
of the districts. The legal description of the Sewer District
is given in Appendix A. The legal description of the Sewage
D1spoaal District is given in Appendix B.
The northerly boundary of the Sewer District runs along
the Town Line from Wappinger Creek to Diddell Road on the east.
The easterly boundary runs in a southwesterly direction
from the Town Line along Diddell Road for approximately one
mile, thence in a meandering course in a generally southerly
direction across the New York - New Haven and Hartford Rail-
roads, Route 376, Dogwood Road, Meyers Corners Road, Montford
Road, along the ridge line from Montford Road to the boundary
of the Rockingham Farms District, along the boundary of the
Rockingham Farms District to Old Hopewell Road.
The southerly boundary runs in a meandering westerly
course along Old Hopewell Road for approximately one-quarter
mile, thence following the ridge lines across Cedar Hill Road
\..
. "~"""~~~""GIl:;'""4ll\Illlliif.-J''''<;''~'
. ~-,j;;-'~Jli:i'liti~it.:'-!.ifi~";;'~.lM~" -L~,..;:,,;,.., "'-'l'C~;"~'W~~~~~ ;';'~~,'i-~j;~'(kj'~ -" ;' ,-.v'!t,..tyll':-~~iJ;" ~;"~l;2li~
-5-
\.,
\.,.
to Ada Drive and to McFarland Road.
The westerly boundary runs along McFarland Road and
Losee Road to Meyers Corners Road, along the boundaries of
the Oakwood Knolls Sewer District to the westerly boundary
of the Town of Wappinger, and along the westerly boundary
of the Town to the northerly boundary of the Town of Wappinger.
The Sewage Disposal District includes the above described
Sewer District and the Oakwood Knolls and Rockingham Farms
Sewer District.
Town Tax Maps were used to determlne the exact boundary
lines so that they would conform to existing property lines
wherever feasible.
The boundary of the Sewer District is shown on Map 1.
'1'11e boundClry of the Sewage Disposal District is shown on
Map 2.
\...-
POPULATION AND FLOW FORECASTS:
The planning of adequate and economic facilities for the
collection and treatment of sanitary sewage requires a care-
ful study of the present and future residential population of
the districts, as well as consideration of the nature of
existing and predicted commercial and industrial activities
in the area. Factors involved in the determination of
population include zoning regulation, present and future land
use, adaptability of vacant land for development, real estate
and construction trends in the area.
- "-~"~.""'1IoN<'""",. ~.
...c:.......-".. ...~..._""..
"'17.,
-6-
~
....
The essential function of the population forecast is
to permit the determination of a reasonable capacity l'or the
design of collecting sewers and expansion of the sewage treat-
ment plants so as to meet the requirements of the State Depart-
ment of Health, to preclude imposition of too heavy a burden
on present taxpayers for requirements far into the future, and
to allow for reasonable expansion as population growth aI'
treatment improvements require.
The census population for the Town of Wappinger' from 1900
to 1960, the population estimate for 1980, and the population
(;rowth curve for the Town are shown on Plate 1. 'rhe present
population was determined after a study of the zoning regula-
tions, types of dwelling units and a lot count of the entire
Sewer District. Population estimates were based on consider-
ations of past growth, present and probable future densities
in the Town, and growth characteristics of the surrounding
Vll1n~es and Towns. Figures compiled by the Dutchess County
Planning Board were reviewed in establishing a factor for
dwelling unit occupancy. Similar areas in Surburban Nassau,
Rockland, and Westchester Counties were also checked to verify
the factor selected. From these investigations, a factor of
3.5 persons per dwelling unit and 2.5 persons per apartment
unit were used to compute the total present population. Based
on thIs analysis, the proposed Sewer District has a present
population of approximately 7,030 people. The immediate
projection for the next five year period, in accordance with
~
. ""Ji't1Jl!L':'~ .'--,' , I.>i!. "."'" "~'~:r'\f,(l'i\'''"{!'.l' -'_"~>?;"'''~l%' "F,~:,~",;;,;,"'!Jo1,1t:~,t-mt~~!:..-.,_,,_':$!\~"~V"'" ~_, ZI". r,'~~:po~,;""",~"
-'( -
......
"-'
the data stipulated above, will yield a total population of
9,310 people. The population forecast for the proposed Sewer
District is shown on Plate 2.
Based on the present and proposed zoning, and an analysis
of the developed areas, the ultimate population within the
Sewer District should be 31,8~4 and the average daily flow
should be 4.0 million gallons. The design of collecting
sewers and plant expansion will proceed in stages so as to
permit reaching the ultimate capacity without placing an undue
economic burden on the taxpayer.
Using an average flow of 100 gallons per capita per day,
and a reasonable allowance for the existing school, commercial,
and industrial establishments, the present design flow for the
portion of the Sewer District which will be connected immedi-
ately to the existing L & A sewage treatment plant should be
approximately 210,000 gallons per day. The 1972 design flow
for the area directly tributary to the initial interceptor
sewers should be approximately 400,000 gallons per day. It
should be noted, however, that if for unforseen reasons an
accelerated building program occurs in the areas surrounding
the proposed future interceptor sewers, it is conceivable that
the Sewer District could contribute as much as 1,130,000
gallons per day to the treatment plant. The result of such a
high rate of development would warrant the acceleration of the
\..
'~,...J'i,:W';;::~~~.~:,,:;":':;,:i.',';" :,c '~~_.~- "," ,:,"''',':, ....J~~"" '"
-8-
f \, . 11 '\1 It
I 1; 'I
. I ' I 1\ II ~,
I' ~ I
i ,
Hi!
.\.,
rate of construction of interceptor sewers and the expansion
of the treatment plant to meet the needs of the influx of new
customers. Accordingly, sound engineering judgement dictates
that the interceptor sewers be designed to carry the ultimate
flows, and the economic capa~ilities of the Sewage Disposal
District provide that the tr~atment plant be expanded to handle
i
the projected 400,000 gallon lper day flow.
!
\..
The sewage treatment facility acquired by the proposed
Sewage Disposal District from the Rockingham Farms Sewer
District has a design capacity of 200,000 gallons per day.
'fIle construction of the necessary additional facilities by
the Sewage Disposal District (sand filters, generator, etc.),
to meet the requirements of the State Department of Health,
will permit discharge of the plant effluent into Sprout Creek.
The plant will be maintained in operation until it reaches its
design capacity. At that time the Sewage Disposal District
wll1 have ~he option of expanding the facilities to meet the
requirements of the regulatory agencies; to divert all additional
flows to the main treatment plant; to retire the Rockingham
Farms treatment plant and divert all flow to main treatment
plant of the District; or to connect into the Fishkill-Sprout
Creek Trunk Sewer portion of the Comprehensive Sewer Project
if such facility is available.
~
~"~~,:,._'~_"",:':i:,L':-i.,l:.:.:i:'!;~_~k.W"""':.o,:.t.l<:.'~""":"- "i""""""'~~""~;;~:U...,...,~~",.,c..,.",.."-"""",~.c'.,,,, .';; ,',,~..
-9-
\r
No projection of population or flows may be considered
as positive or absolute, but should only be considered as
guides for the planning of future actions. The governing
bodies should constantly review the actual rate of growth of
the area and the districts, for comparison with the projections,
so as to determine the proper staging of new construction and
the expansion of the district facilities.
\.
DESIGN:
Collecting Sewers - The population used as a basis of design
is the estimated ultimate population of the proposed Sewer
District. The average flow contributed by this population
has been established at 100 gallons per capita per day. In
the design of collecting sew~rs, the required capacity is
based on the maximum expected flow. These quantities are
established by peak rates of flow occuring during the day,
and other varying corrlitions causing increases in sewage flows.
As the area served becomes larger, the variation between
average and maximum flows tend to decrease. The capacity of
the collecting sewers therefore was based upon the variation
in maximum per capita flow shown on Plate. 3.
In the design of collecting sewers, regulatory policy
requirements stipulate that the minimum slope to be used
will produce a velocity of 2 feet per second when the pipe is
flowing full. The slopes of pipes, which affect the quantity
\.,..
..o"...40~.~.",...-.-.~_...r...:?,",,"" . ~..
-10-
'-.-..
'-.-
and velocity of flow, should be kept to a minimum to avoid
deep cuts and increased cost. Maximum flow conditions during
the early years of service rarely supply the peak flow quan-
tities of the future population on which design is based.
These two conditions work against one another in maintaining
adequate present velocities. This problem is avoided by
designing tile system for adequate velocities at reduced initial
flows which will result in higher velocities at future rates.
These hip;her or "scouring velocities" also result in a self-
cleansing system, which reduces maintenance costs.
Functionally, collecting sewers should be designed for
installation at such depths that will permit interception of
all existing and future lateral sewers. Future tributary areas
within the Sewer District were analyzed to determine the
probable depths of the lateral sewers. Based on these data,
the collecting sewers were designed at a depth which would
permit the connection of the existing or lateral sewers, and
would provide for economic and serviceable extension into the
future tributary areas.
Manholes are located at changes in the plan direction of
pipes, and at all points where changes in slope occur. Where
straight runs of pipe occur over extended lengths, the spacing
of manholes is set at approximately 300 feet.
The preliminary design or collecting sewers, in the Sewer
District, as to location and size, have been shown on Plates
~
-~~':j(Ui>;,,":(:4f.~'.~'~<':Vi''''''''''''M''' .;....'" .,.,." ~'.'," .",.." "'iII'llI'I""'~~.tt"".~ii~'..t..',,",-
,~,,,,,,,';iI~,....,,,',j.-,-,,,
-12-
\....
Comprerlensive Treatment Facilities - The fluw used fop the
design of the first stage expension of the main treatment plant,
as previously stated, is 400,000 gallons per day. 'rlle exis ting
sewaE;e treatment facilities, to be acquired, consists of an
extended aeration type plant having a present capacity of
100,000 gallons per day.
The plant is composed of the following units:
\...
(8) Influent chamber with comminuting device
(b) Aeration tanks
(c) Settling tanks
(d) Chlorine contact tank
(e) Sludge holding tank
(f) Operation building
The units in the treatment plant are constructed of
r'einfoI'ced concrete which ms an extended life span. 'rhe
original plant was so designed and constructed as to permit
economical expansion in size.
The design of the expansion of the treatment plant must
be predicated on the present and immediately foreseeable
requirements of the regulatory agencies. Since the outfall
of the treatment plant discharges into Wappinger Creek,
classified as a Class B receiving water, the requirements
of the New York State Department of Health are:
\.
....,.""""'or....~""..............,.;~""....._"'
-13-
\..
Quality Standards for Class B Waters
Items
Specifications
1. Floating solids;
settleable solids;
sludge deposits.
None which are readily visible
and attributable to sewage,
industrial wastes or other
waste or which deleteriously
increase the amounts of these
constituent in receiving waters
after opportunity for reasonable
dilution and mixture with the
wastes discharged thereto.
2. Sewage or wastes
effluents.
None which are not effectively
disinfected.
3. pH.
Range between 6.5 and 8.5
4. Dissolved oxygen.
For trout waters, not less than
5.0 parts per million; for non-
trout waters, not less than 4.0
parts per million.
\.,.
5. Toxic wastes, oil,
deleterious substances,
colored or other wastes
or heated liquids.
None alone or in combination
with other substances or wastes
in sufficient amounts or at
such temperatures as to be
injurious to fish life, make
the waters unsafe or unsuitable
for bathing or impair the waters
for any other best usage as
determined for the specific
waters which are assign to this
class.
To meet these requirements, we propose to expand the
existing plant to the required capacity of 400,000 gallons
per day. The additional facilities required to provide for
the design flow are:
~
-14-
..
-...
(a) Additional aeration tanks.
(b) New Settling Tanks
(c) New Chlorine Contact Tank
(d) Expansion of the Operation Building with
auxilary mechanical and electrical equipment.
(e) Sludge Handling Facilities.
The present and expanded treatment facilities are shown
on Plate h. It should be noted that space has been set aside
at the site of the existing treatment plant to permit construction
of intermittent sand filters, a form of tertiary treatffient which
requires maximum area. Based on the present requirements of
the New York State Department of Health, the effluent from the
proposed treatment plant will not require tertiary treatment.
In fact, if the receiving stream were upgraded to Class A,
the treatment plant would still meet these requirements.
However, if the regulatory agencies decide to modify the
presently existing policies and require tertiary treatment
from all sewage treatment plants, space has been provided for
such construction. If no such change occurs before expansion
of the treatment plant is required, this ~pace would then be
available for ad(l1 tional treatment unit s.
If the comprehensive sewer program comes into exlstance
prior to the time the treatment plant requires expansion, the
Town will then connect directly into the comprehensive trunk
....
-16-
\.r.
will be replaced by a sewage pumping station. For the present,
the treatment plants at Midpoint Park, Summit Gardens and
Rockingham Farms will be retained, and will be maintained and
operated by district personnel. These plants will service
their immediate areas. When the district can economically
sLlpport the construction of Stage 2 i'acilities, see PIato 5,
tlleDC plants will be abandoned, with the pOssible exception
01' the Rock:1ngham Farms treatment plant, as previously dis-
cussed. Stage One construction will require additional
facilities to be constructed at the Rockingham Farms treatment
plant, such as intermittent sand filters, emergency generator,
landscaping, etc.
\.;.
\.,
EASEMENTS:
Location of sewers in easements has been avoided wherever
possible. In cases where an easement would result in the
elimination of a pumping station or reduce excessive cuts, an
apparent saving in construction costs could be realized.
Easements have been used where these situations exist and
costs comparisons proved them economical.
In cases where easements were required across large
tracts of land, the location was determined not only from the
topoBraphy but also the most logical extensions of local
ri~hts of way. This provides a greater service availability
to future development.
-17-
'-'
Where sewers are to be constructed in streets that are
now used by the public but which have not been formally dedi-
cated to the Town, easements are required.
The costs of easements will vary with length and the
development of the affected property. Private rightG-of-WDY
should offer little interference with construction. Where
easements are located across lots, existing topography and
vegetation will be maintained, within practical construction
limits, to insure against inte~ference with present land use.
An allowance has been made in the tabuJation of district
costs for the acquisition of the necessary easements. The
specific location of the proposed easements will be developed
as the detailed designs progress.
\...
CAPI'rAL COSTS:
Construction Costs - To establish the construction costs of
the proposed Sewage Disposal District facilities, recent bids
ror similDr work in this general area were reviewed and the
resultant cost data applied to estimated quantities. A suit-
able increase in price levels was allowed in order to establish
estimated construction costs for the 1968/h'9 construction
period, assuming moderate competition among bidders. 'rhese costs
are summarized in Table l.
'l'11e item for construction of pumping stations, fopce mains
and intercepting sewers is estimated to be $38.!I,O(JO and includes
the construction of new district facilities planned for the
\.
initial phase.
"'...-~--.
\.
....
\.r
-18-
.".;!;i':.-....-:..;.;
'Jo.'~"':_'~;o.,,-"'C;;";~,j.,~,'"'C"''-~,'III'-<:''>=,QV"'<<'.lIli.'.:'~'~i":,~- --q ,,~~,.~.t-. -~
-.
~..
-19-
\.r"
re&l estate values were obtained from analysis of easement
Acquisition costs in the general area.
Acqujsition of Sewage Facilities - Under the Sewage Disposal
District program, it will be necessary to acquire the existing
sewage treatment plants within the Disposal District bounds.
Two of these existing treatment plants will be abandoned, one
will form the basis for the comprehensive District treatment
plant, and three will be continued in operation under Stage
One of the District program. Allowance is made in this item
for the depreciated value of each treatment plant, but no
estimate has been made of the income which might be derived
from the sale of the treatment plants which will be abandoned.
The following is the estimated present value for each plant;
L & A Filtration Corporation $305,000.00
Oakwood Knolls $ 54,500.00
Rockingham Farms $206,000.00
Scenic Apartments $ 1.00
Summit Gardens $ 1.00
Midpoint Park $ 1.00
It should be noted that the acquisition costs of the
L & A Filtration Corporation properties and the Rockingham
Farms facilities includes not only the sewage treatment plant,
but also the interceptor sewers Dnd the lateral sewers.
Based on the above, the total depreciated value of sewage
facilities which would be acquired under the district project
lr-l $51'15,500.
"-'
\.
,"';'~' ;". ','..Jk",,'ctt'.iil'lilJ'.Ly.c""'.~:'1":"1:w,f,:;j<iI,l;'.;""'L "L<..', oi'.,liiIiI.-Jl;;,';'."u, . ":.-li" W,9.Ui.iA"{j__...,...,''''..''i'-r...._':_.~ ' "".~,." l
~
-20-
-----
Capitalized Interests - Since only limited revenues can be
anticipated during the period of plannine and construction,
allowance is made in the bond issue for interest on outstand-
ing debt. This includes interest payments on bond anticipa-
tion notes, which would be renewed annually, and 111hich wOLlIcJ
be issued as required for construction and other needs. Due
allowance is made for investment income which might be realized
through the availability of surplus funds.
State and Federal Grants - The total bond authorization is
reduced by the amount estimated for State and Federal Grants.
Under previously existing programs, 60% of the construction
costs for eligible treatment and intercepting facilities may be
anticipated as an outright grant, including engineering and
other costs. Non-eligible items include real estate, easement
acquisition, and capitalized interests.
Under the new Federal program, all projects put into
operation after July 1, 1967 could be eligible for a combined
State and Federal Grant of 85% of the eligible construction
costs. However, due to the lack of funds in the Federal Program,
the state can only underwrite the 60% grant. The Law lias indi-
cated that the Federal Government may reimburse the 25% cJiffer-
ence when funds become available. The future acquisition of
these funds may be available for use in reducing the bonded in-
debtedness, and/or acceleration of the Stage 2 construction pro-
gram. In this report, only the 60% grant presently available
has been used for establishment of costs to the Disposal District.
"---,
'---'
\."
...
~
~
'~};:'~l"
:. , ",~;,;... ''''',!.If:'?C~D/..;;,'. '"..
-
-
r'o";'
",':
-24-
The net operating budget of $3~,250 as shown on Table 2,
will be apportioned equally among the 1336 directly connected
units, resulting in an Annual Service Charge of $27.13 for
each single unit.
In order to determine the Unit Benefit Char~e, it was
assumed that the estimated initial bond issue of $1,003,000
as shown on Table 1, could be retired in 30 years at an average
interest rate of 4%. Using the "capital recovery factor" this
would result in a uniform annual cost of $58,003, which would
be borne by the properties within the Disposal District. Based
on the total assessed units within the district of 1991, as
shown on Table 4, this would result in an annual charge of
$29.13 per single unit.
The average annual cost to a taxpayer owning a single
['t\rnlly home ad,1acent to the Distrlct Bewers would hn tile Durn
of the Annual Service Charge and the Unit Benefit Charge, for
a total of $56.26 per year. This cost would be the annual
average charge per single unit for properties adjacent to the
District sewers.
Properties not located directly adjacent to the working
~cwers would pay only their proportionate share of the Unit
Bene1'1 t Charge. 'l'hus, a single family dw(~lling not ad ,1 a cent
to the sewer but not more than k mile away would pay 50% of
the Unit Benefit Charge or $14.57 per year. A single family
dwelling located nlOre than t mile but not more than ~ mile from
working sewers would pay 30% of the Unit Benefit ChaI'ce or
$8.74 per year. A single family dwelling located more than ~
._~ 'J,:'jff:i ,]1i>"'~' - '.'. ,'.; ',. ..~ ";';RWr.';~'k::.i.:::':i:,L;/~j?1B~'.">~-i.. -",;\'~';'~,jb:1it~':;;'li.',i;''';'<;~~''
~ -.v......_;
-25-
\..,
mile from working sewers would pay only lO?b of the Unit Benel'it
Charr;e or $2.91 per year.
For Classification of These Costs -
Typical Annual Charr;es per UnIt
Annual Service
Charge
Ad,jacent to sewers
0 to 1 mile
4'
1 to 1 mile
4' 2"
over 1 mile
2"
$2'( . 13
Unit Benefit
Char[';e
"'29.1~
.p .-
$14.5'(
$ 8.'(4
:J> 2.91
'I'otal Annual
Char'~~e
Property Location
ri:5/' roC
~... r). c.rr
$14.:,'(
;p 3.'i 4
$ 2.91
SUMMARY AND CONCLUSIONS:
The purpose of this report has been to furnish the engineer-
...
in~ rlata necessary for the formation of a Sewer District and a
Sewage Disposal District which would convey, treat, and dispose
of the sewage collected from existing and proposed seVier districts
\lvi tllin the Town of Wappinger. In this connection, the following
items of investigation and study were included;
(a) Review of topographic and tax maps, updated for recent
developments;
(b) Forecasts of' population and estlrnates of' [,Jow, for at
least five decades in the future;
(c) Analysis of existing sewage treatment plants to deter-
[nine their acceptability for incorporation into the
Disposal District System;
(d) Design calculations for intercepting sewer layout and
\..". treatment plant expansions as necessary for the pre-
-~,!:) -
liminary \iefJign of the seHeral';e f';:,cil ities;
(e) Detailed boundary descriptlon of the proposed
cJ is tricts;
(r) E3timated costs of construction, maintenance} 5~~
oporation of district facilities;
(g) Develo!)[!]ent of a method of financinr; the project,
together with a determination of estimated annual
charges to individual properties.
'nH:: nlan for Stage I construction of the Dlsposal DiGtrict
fucllities, as presented, incorporates the I'ollowlnG principal
elements;
(D) AbDndonment of the Oakwood Knolls sewage treatment
plDnt and replacement with a pumping station and force
main extending to a proposed interceptinr; sewer on
Meyers Corners Road;
(b) A proposed intercepting sewer alone Meyers Corners
Road and through private property to the existing
intercepting sewer in Wildwood Forest;
(c) Abanc1 onment of the Scenic Gardens 'l'rcn tmen t l)lant;
(d) A proposed intercepting sewer alon~ Wappinger Creek
from Sconic Gardens to a pumping station near the
C-.1.uLet Acres Development;
(0) A proposed pumping station, adjacent to 1tlarpinger
Creek, near the Quiet Acres Development and a force
main to the existing L & A sewage treatment plant;
(f) Retention, for the present, of the sewage treatment
plants at Midpoint Park, Summit Gardens and Rockins-
ham Farms.
~)lr:1 UllJ1Qo 01 sn os S.IGUMO Aq..IGdo.Id GtIq. q.su.p~2e SG5J.IetIo ~U1AAOT
JOJ U1GJGQ pau1nq.uoo su01q.sa~~ns atIq. Ma1AGJ ArrnJaJBO SrB101JJo
Ted101unw Gqq. q.eqq. pGpUGWWOOGJ JGqq.JnJ 81 q.I .SG1q.1T10BJ
T G2e~8 pa80doJd e4~ ~onJ~SUOO pue 'GOUeU1J 'U2T8Gp Oq. WB.I~OJd B
a~B1~luT STBT01JJO Tedl01Unill aq~ q.eqq. papUGWillOOGJ 81 q.1 '~JodQJ
slq~ UT pGUTBq.UOO su01snTouoo pUB AJeWWnS Gqq. JO ~q21T UI
: SNOIJ,lfaN3:WWOO3:11
.sq.uBd101~JBd
TTB oq. q.SOO aTq1ssod mnw1u1w aqq. q.B u01~nTTod 3UTAa1TGJ U1
GA1q.oaJJG GAO.Id PTnoqs 'sdeW pue 'SGTqeili tsaq.eTd aq~ uo UMoqS pUB
q.xaq. Gqq. UT PGq1JOSap se 'posodOJd sq.oarO.Id q.01J~S1P Gqili
.JeaA .Iod O~~19E$ q.e pOq.ew1q.8G 81 q.01.Iq.81P aq1
JOJ q.G~pnq 3U1~B.IGdo q.GU Te01dAq. Gqili oGoueuGq.uT,ew pue u01q.eJodo
.IOJ PTB Oq.Bq.S paq.ed101q.ue JOJ aoueM01TB anp qq.1M '101Jq.STP
pasodoJd Gqq. JO T 02Bq.S Japun pau1eq.a.I oq 01 aJe q01qM S1uerd
1uaruq.eGJq. a~eMas .InoJ aqq. JO u01~e.Iado pue 'GoUeuaq.u1Bw 'U011
-2J181Ulwpe aq1 JQJ pG~ew1q.sa UGGq GAeq SGJnq.1puadxa TBnuu~
.OOO'EOO'T$ 18 PG1ew1q.sa 81 anss1 puoq Te1q.1U1 Teq.oq. aqili .PT~
aq.eq.8 pue TBJapad paq.ed101~uB JOJ aoueMoTTe anp qq.1M 'saT~TTToBJ
papuaruwoOO.I Gqq. JOJ paq.ew1~sG UGGq GAeq Sq.800 TBq.TdBO
.SJaUMO A1JGdoJd aqq. oq. sG2Jeqo Tenuue Gqq. U1 u01q.onpaJ B UT
pa10aTJaJ aQ P1nOM 81800 Joqq.o .IO U01q.on.Iq.suoo u1 U0110npaJ Aue
'ATDU1PJOOOV .sq.SOO ~OGrOJd oqq. GSeG.IOU1 q.q31w q01qM SGT,OU03
-U11UOO JOJ apew uGaq GAeq sGoueMoTTe GTqeuoseaJ pue 'Sa01Jd
q.1un 8A1q.eAJaSUOo uo pGseq UGGq GAeq saq.eW1~SG 8q.SOO Gq~
. (61T-80) UT SBq
a3BU1B<XP ~aGJO JGdseO-~GGJO Ja2U1ddeM Gqq. .IOJ W8J30Jd JaM8S
aA18uaqaJdruoo Gqq. qq.1M 'aTqlssod aJGqM 'WJOJuoo 01 pue 'seaJG
...J
.J
J
-q~-
.UCld ~ol~~Sla tcSOdSla a2BMas pUB ~Ol~~Sla ~aMas pasodo~d a4~
JOJ oltqnd a4~ JO ~Joddns pUB aouB~daoOB ~JeSS80aU aq~ ule~qo
o~ sa os tpazl01tQnd pue tpazltBUlJ aq Sa2JBqo JO ~uaWGsasse
JO poq~aw aq~ ~Bq~ ~~es8aoau 81 ~I .sanUa^8J ~JBS8a03u
-6~-
i.'
...J
..J
...J
.~t',"j,:j,~;~..'."P.".;,~~i~~~~tl!;f~B!7fi0?~.~~.'$;it\'CZ~.1.Ii:~r~"'~'8;~lT~"'~_~IIiIiII~jj;~"J:....,....i:ii"i'
i
.
...;
.J
T# ~OlJ~Sla J8M8S J8~UlddeM 4~JON 84~ JO U01~dlJOSaa
'if - XIQN:!{ddV
.J
i,ii"""~;".'~ii";if..S;~;,<,,I;;,T~~.wIIIl\~~;.&~_i'M~~~~1i~~m ~~~~~.ili'~~i~;t~'~Jll\llV'ik\p",'.II"".ii";c'
I
..J
'I ~oolq 'O~ ~01 JO aUl1 A1~a~saa a4~ ~ulaq oSIe ~Ulod P1BS '91
dew xe~ 'I ~oolq '~ ~o"[ JO ~au~oo A"[~a4~nos a4~ ~ulaq ~ulod Ples
'~Ulod e o~ ~aaJ +O"[G~ JO aoue~slP e 91 dew xe~ '1 ~oo"[q '~ pue 10
'"[ s~o"[ JO saul"[ Al~a4~nos a4~ ~uo"[e uOl~oa~lP A"[~a~saM4~nos e Ul
~ulnul~uoo aoua4~ !9"[ daw xe~ '"[ ~oo"[q 't ~ot JO ~au~oo At~G~SUO
a4~ ~ulaq oste ~Ulod Plas '~t dew xa~ 't ~Oo"[q '9 ~Ot JO ~au~oo
At~a4~nos a4~ ~ulaq ~Ulod Ples '~ul0d e o~ ~aaJ +~~6"[ JO aOUB~s1P
e ~t dew xe~ '1 ~ootq'9 pue ~ s~ot JO saUlt At~a4~nos aq~ ~uoIe
uOl~oa~lP Al~a1saMq~nos e ul aoua4~ !~I dew xe~ 'I ~oolq '~ ~OI
JO .1au~o,o Al~alsaa4q.nos a4~ :3ulaq ~ulod PleS '~ulod a o~ ~aaJ -~~LG
.+.
JO aoue~slP e ~1 daw xe~ 'I ~ootq '~ '~ IG S~OI JO saUlt ~Ol
~uo"[e U01~Oa.11P AI~a~sea4~nos e ul aouaq~ !~I dew xe~ t.1a~ulddeM
JO UMO~ 'I ~ooIq 'z ~o"[ se pa~eu~lsap ~OI e JO ~au~oo Al~e
....J
-q~~ou a4~ ~ulaq oste pue peoH ttapPla JO AeM-Jo-~4~1.1 AItIe~see
a4~ uo ~ulA"[ ~ulod Ples '~Ulod e o~ ~aaJ +9~~~ JO eoue~slP
e UOl~Oa.11P.Al~a~saM4~nos e ul peoH ttapPla JO AeM-Jo-~421J
Al~a~sea aq~ ~uole ~uluun~ pue ~ulu~n~ aouaq~ !a~ue~{)e'1 JO UMO.L
aq~ pue ~a~ulddeM JO UMO~ a4~ JO aUl'1 UMO~ eq~ pue peoH IlepPla
JO AeM-Jo-~q~l~ At~e~see aq~ JO uOl~oes~a~ul aq~ uo ~U1AI ~ulod
Ples '~ul0d e o~ ~eaJ +OOOGl JO eoue~slP e UOl~oe~lP Al~e~sea
ue Ul ~e~ulddeM JO UMO~ eq~ pue e~ue~oe'1 JO UMO~ eq~ UeQM~eq
eUl1 A.1epunoq e4~ ~uOle aoue4~ ~Uluun~ pue ~ae~a ~e~ulddeM
JO eUl1~a~ueo aq~ Ul ~ulAt os"[e ~ulod Ples 'elsdea~q~nod
JO UMO~ eq~ pue ~e~ulddeM JO UMO~ e4~ 'a~ue~{)e'1 JO UMO~ eq~ JO
uOl~oes~e~ul eq~ ~e ~ulAt ~Ulod Ples ~Ulod e ~a ~uluul~eg
~
1# ~aIHtSla H~S ~{)NlddVM H~HON
":'il:':;,~;'. :
i," ~
""',i" ":',""i;lfl'lii"I!!~'ilI!u'\?&if""\~!'''~\l.'''~~~.ii-'if.r:'~',,,,,.,;till."". .11IIIIliiIW"iol'liliIili!flL~blli..;r..I"'>IIIil'i"il;l!.,..d""i"i'Mo\I""''''''''''''''''-''''.r ,',:' ,. ,'. ,
,:..,:,."~;.;;,;:t;,~~*~;_.1I;~niJ,.>~fJli.,~t..~~l,,,.i1i;;l.:~,\Jt3~:'~~~'. . .,. ..._.~R~~"..n .... ~"'-~;l~..~n,._.'n.' .~~~~~:~~~i;';:;lMti,{~iJ.i'(j1~h(Ji~;" ';:{'5:"~
~
z
...;
'6 ~ot JO ~au~oo At~a~saa4~nos a4~2utaq oste ~utod PleS '80 dew
xa~ '~ ~o01q 'Ot ~ot JO ~au~oo At~a~saMq~nos aq~ ~ulaq ~ulod Ples
'~Ulod e o~ ~aaJ +08t JO aoua~slP a ~Z daw xa~ 't ~OOtq '6t ~ot JO
aUlt At~a~saM aq~ ~Uota uOl~oa~lP At~a4~nos a Ul aouaq~ !~Z dew
xa~ 't ~ootq '6t ~Ot JO ~au~oo At~a~saM4~~ou aq~ ~ulaq ~Ulod PleS
'~Ulod e o~ ~aaJ +tO~t JO aoue~slP a ~Z dew xe~ 't ~ootq '6t ~Ot
JO aUlt At~aq~~ou aq~ ~uota uOl~oa~lP At~a~saMq~nos e U1 aouaq~
!~Z dew xe~ 't ~OOtq '6t ~Ot JO aUlt At~aq~~ou aq~ uo ~ulAt ~ulod
Plas '~Ulod a o~ ~aaJ +06~ JO aoua~slP a paoH pJoJ~UOW JO aUl1
At~a~saM aq~ ~uota uOl~oa~lP At~aq~nos a Ul aouaq~ !peoll P~oJ~uoW
JO aUlt At~a~saM aq~ uo 2ulAt ~Ulod Ples '~Ulod e o~ ~aaJ +8Lt
JO aoue~slP a paoH P~oJ~UOW ~U1SS0~O pua ~Z dew xe~ 't ~ootq
'oz ~ot JO aU1I At~a4~nos aq~ ~uote uOl~oa~lP At~a~saMq~nos e Ul
aouaq~ !~Z daw xe~ 't ~ooIq 'oz ~Ot JO Jau~oo AI~a~saaq~nos a4~
~u1aq ~u10d Ples '~Ulod a o~ ~aaJ .:;.086 JO aoua~S1P e t7Z dew xa~'
't ~ootq '1.~ ~ot JO aUlt At~a~saM a4~ ~uota uOl~oa~1P At~aq~nos
,~
a U1 aouaLI~ !paoH ~au~oo s~aAaw JO aUlt At~aq~nos aLI~ uo ~U1A1
~u10d PleS ~Ulod a o~ ~aaJ +08~ JO aoue~slP a ZZ dew xe~ '1
~o01q 'L6 ~Ot JO aU1t At~a~saM aq~ 2uota UOl~oaJ1P AtJaLI~nOS e
ul aouaq~ !ZZ daw xe~ 't ::>iOOtq 'L6 ~ot JO ~aUJOO At~a~saMLI~JOU
at.{~ pue ZZ daw xa~ 't ::>iootq '~8 ~Ot JO ~aUJOO At~a~saML{q.nos aq~
~ulaq ~Ulod PleS '~Ulod e o~ ~aaJ +~~8t JO aoue~s1P e ZZ dew
xe~ 't ~oOtq '~8 ~Ot JO aU1t AtJa~SaM pua At~aq~~ou aL{~ 2uote
u01~oa~1P At~a~saMq~nos a Ul aoua4~ !ZZ daw xe~ 't ~ootq 'O~
~ot JO ~au~oo AtJa~Sea a4~ 2ulaq ~Ulod PleS '~Ulod a o~ ~aaJ
-Ot JO aoue~s1P a ZZ daw xe~ 't ~ootq 'O~ ~ot JO aU1I AIJa~sea
+
'..,J
aq~ ~uote uOl~oa~1P At~a~sea4~nos e Ul aouat.{~ !ZZ dew xeq.
~'.i'!7.'~.':'"
..,<',:i<:
-";';-'::,',"',",
...........!!i;:?I~~laTj~'~.>til~T;;1;;;;:;'l!ifif~~~f::;.~t,::;:fr:['r,1~;lf~~~IJI. l.j_Ififll'~~~~~:iI!l'.t~,;ii\j;r~iliB"..,..i '4.i;.'.l."
t
.J
e 6z dew xe~ 'I ~ooIq '~~ ~oI JO aUlt At~a~saM aq~ ~uote uOl~oa~lP
At~aq~~ou e ul aouaq~ !6Z dew xe~ 't ~ootq '~~ ~Ot JO ~au~oo
At~a~saMq~nos aq~ ~U13q ~Ulod Ples '~ulod e o~ ~aaJ -09tt JO eouB~
+
-SlP e peoH ~ua~ JO eUll At~aq~~ou aq~ ~uote u01~oe~lP ~t~e~saM
e Ul eouaq~ !peoH ~ue~ JO aUll At~aq~~ou aq~ pue peoH ste2uv ttV
JO eUlt At~e~saM eq~ JO uOl~oas~a~ul aq~ ~ulaq ~Ulod PleS '~Ulod
e O~ ~aaJ -Ot~ JO aoue~slP e aUlt At~a~saM PleS ~UOte uOl~oe~lP
+
At~a~seaq~nos e ul aouaq~ !peOH Sta2uV ttV JO eUlt AeM-JO
-~~l~ At~a~saM eq~ UO ~ulaq ~Ulod PleS '~ulod e O~ ~aaJ -oL6t
+
JO eOUB~slpe peOH sta~uv ttV sso~oe '6Z dew xe~ 't ~ootq 't'~~
'~"Z~ '~"Z~ '~'Zt '9"Zt 'L"Zt 'S"Zt '6"Zt 'Ot"Zt '~~'Gt 'tt'~t
'ZtOZt 'peo~ paweuun uesso~oe 'tt"Zt '~t.Zt '~t"~f o~ot GI1
pe~eu2lsap 'doo~ tllW ~apl0 uo gUl~uo~J s~Ot JO eUlt ~Ot ~ee~ ~
aq~ 2uote UOl~oa~lp At~a~seM pue At~a~saMq~~ou e U1 aouaq~ !6~
dew xe~ 't ~ootq '~l"Z~ ~ot JO ~au~oo At~e~sea aq~ pue 6~ dew
xe~ 't ~OOtq '~t ~ol JO A~epunoq At~aq~nos aq~ JO uOl~oes~a~ul
aq~ ~ulaq ~Ulod Plea '~ulod e o~ ~aaJ +06~ JO aoue~slP D 6~
dew xe~ 't ~ootq '~t ~Ot JO eUlt At~aq~noa aq~ ~uote u01~oa~lP
At~a~saMq~nos e ul aoueq~ !6z dew xe~ 't ~ootq '~t ~ot JO
~eu~oo At~a~seaq~nos aq~ 2ulaq oste ~Ulod Ples '8Z dew xe~ '~
~ootq 'LZ ~ot JO ~au~oo At~aq~noa aq~ 2ulaq ~Ulod Ples '~ulod
B o~ ~aaJ +6ttt JO aoue~slP e 8Z dew xe~ '~ ~ootq 'LG pUB '8G
'6G 'Ot 'tt 'Zt s~ot JO saUlt At~eq~nos aq~ ~UotB pUB ~aa~~s
paweuun ue sso~oe ~ulnu1~uoo 'eZ dew xe~ '~ ~ootq 't pUB '0
't '17 '~ '9 'L "t08 "t.8 'Z.8 '6 a~ot se pa~eu~lsap ~uleq s~ot
PleS "PBOH s~aq~o~g uo 2ul~UO~J S~Ot aq~ JO aUlt At~aq~nos aq~
~UOtB uOl~oa~lP At~a~saMq~nos e Ul aouaq~ !8Z dew xe~ "~ ~ootq
..J
.;". ,c'"'P!~ua:I~ll:rli~~~C'li,t_~~Il~lllllllllm ~-.V"- "-'~~=,,"....","t?"""-'"-
~
aq~ 2ulaq ~ulod PleS ~~ulod e o~ ~aaJ +~L JO aoue~slP B PBoH
Jau~On SJaAaw JO aUlt AeM-Jo-~q~l~ AtJaq~JOU aq~ O~ uOl~oaJ1P AtJa
-q~JOU e Ul peoR JauJOn s~aAaw SSOJoe aouaq~ !peoH JaUJOO SJaAaw
JO aUlt AeM-Jo-~q21J AtJaq~nos aq~ pUB peOH aaso~ JO AeM-JO~~~1J
AtJa~SaM aq~ JO uOl~OaSJa~Ul aq~ $Ulaq ~Ulod Ples ~~Ulod e O~ ~eaJ
+Oa8~ JO aoue~slP e peoH aaso~ JO ABM-JO-~4B1J AtJa~SaM aq~ 2uote
~peOH aaso~ JO AeM-Jo-~q21~ AtJa~SaM aq~ O~ peOH aaso~ pUB PBOH
puet~e~ow ~peoH ttaMadoH pta JO uOl~oas~a~ul aq~ SSOJoe U01~OeJ1P
At~aq~Jou e Ul aouaq~ !peoH ttaMadoH pta JO AeM-Jo-~q21J AtJaq~nos
aq~ pue peoH puetJe~ow JO AeM-Jo-qq21J AtJaqsaM aq~ JO U01~oas
-Ja~ul aq~ 2ulaq ~ulod Ples ~qulod e oq ~aaJ +a~8 JO aoue~s1P e
uOl~oa.;qp .&"(Jeq~Jou e ul peoH puetJei!Iow: JO AeM-Jo-~l{~lJ AtJe~g8t4 eqq.
2uote aouaq~ !peoH puetJe~ow JO AeM-Jo-qq21~ AtJe~SaM aq~ uo 2u1At
~ulod P1es ~~ulod e o~ ~aaJ +att~ JO aoueqslP e peoH puetJe~ow
SSOJoe ~G9 dew xe~ ~t ~ootq 't pue 'tG ~~~ s~ot JO aU1t AJepunoq
AT~a~saM aq~ 2uote 'a^l~ taeqolW SSOJoe '~~ pue L~ S~QT JO
aUlt AJepunoq AtJa~SaM aq~ ~uote ~a^lJa Jaqaa SSOJoe '8~ ~6~ ~a~
't~ s~ot JO aUlt AJepunoq At~a~saM aqq 2uote ~a^l~ ep~ SSOJOB
~G9 dew xe~ 't ~OOtq '~L ~Ot JO aUlt A~epunoq At~a~saM aq~ 2uote
uOl~oa~lP ~t~a~saMqqJOU e Ul aouaq~ !Z9 dew xe~ 't ~ootq ~~L q.ot JO
JaUJOO AtJa~saMq~nos aqq 2ulaq qUlod PleS '~Ulod e oq. ~aaJ +OOO~E
JO aoue~slP e Z9 dew xe~ 't ~oOtq '9L ~ot JO sau1t A~JadoJd
ATJaq~Jou aq~ 2uote uOl~OaJ1P At~a~saMq~nos e Ul aouaq~ !Z9
dew xe~ ~T ~ootq ~9L ~ot JO ~au~oo At~aqsaMq~~ou el{~ 2u1eq ~u10d
PleS '~ulod e o~ ~aaJ -atZt JO aoueqslP e peoH tT1H JepeO JO AeM
+
-Jo-~q21J At~a~saM aq~ oq peoH ttlH ~epan SSOJoe 'L~ dew xe~ 't
~ootq ~tt ~at '6 s~ot JO aUlt qot At~aq~nos aq~ 2uote U01~OaJ1P
--_."'- ~-, --~ -. " ~~l:;~
I
....J
-~
i
,
f
I
r
...Ji
i.
I
i'
~
~
r;
..J
'"./ ..::;',"t:i.~;~~~_;~~T;MliliJJ'}>~___"""""""..L lllllR ~"'~IIR.'IU.
r"}l'W. ~T.~~~~~\t~~;i:S.~~~_-'itit~~;,~iiW"'''i- ii"
',1\\1
" ~
~" ii
9
't ~OOtq '8t ~ot JO JaUJOO At~a~saaq~nos aq~ 2ulaq oste ~Ulod Ples
'Z~ dew xe~ 't ~OOtq 'Z.~ ~ot JO ~aUJOO atJe~saMq~nos e4~ 2uleq
~Ulod Ples '~Ulod e o~ ~aaJ -LLL JO aoue~slP e Z~ dew XB~ 'z
+
~OOtq 'Lt pue '8t '6t s~Ot JO sault AtJaq~Jou aq~ ~uote uOl~oeJ1P
AtJa~sea4~nos e Ul aouaq~ !Z~ dew xa~ 'z ~OOtq '6t ~ot JO JaUJOO
AtJaq~Jou aq~ ~ulaq osta ~Ulod Ples 't~ dew xe~ 't ~ootq 't ~ot JO
Jau~oo AtJa~seMq~JOU aq~ ~ulaq ~Ulod Ples '~ulod e o~ ~aeJ +06GG
JO eoue~slP e t~ dew xe~ 't ~ootq 't ~ot JO aUlt AtJe~SaM a4~
2uote uOl~OaJ1P AtJaq~Jou a ul aoua4~ !t~ daw xe~ 't ~OOtq 't ~ot
JO JeuJoo AtJe~SaM4~nos aq~ ~ulaq oste ~ulod Ples 'Z~ dew xe~ '~
~OOtq '~ ~Ot JO JaUJOO AtJa~Bea4~nos a4~ ~ulaq ~ulod Ples '~Ulod
e o~ ~eaJ +OO~ JO aoue~slP a peoR JauJOa SJaAaw JO aUlt AeM-Jo
-~q~lJ AtJeq~Jou eq~ 2uote uOl~OaJ1P AtJa~See ue Ul aouaq~ !peoH
JeuJoa SJeAew JO aUlt aeM-Jo-~4~lJ AtJa4~~OU e4~ uo ~U1At oste
~ulod Plea 'G~ dew xa~ '~ ~OOtq '8 ~ot JO JaUJOO AtJa~seeq~nos
a4~ ~ulaq ~ulod Plas '~ulod a o~ ~aaJ +OZZt JO aoue~SlP e Z~ dew
xe~ '~ ~OOtq '8 ~Ot JO saUlt AtJa~Saa pue AtJaq~JOU 'UJa~SaM e4~
2uote aouaq~ !Z~ dew xe~ '~ ~ootq '8 ~Ot JO aUlt AJepunoq AtJa
-~saM aq~ uo ~ulAt oste ~Ulod Ples 'f~ dew xe~ 't ~OOtq '6t ~ot
JO Jeu~oo AtJeq~~ou aq~ SUlaq ~ulod Ples '~ulod e o~ ~aaJ +9~9
JO aoue~slP e f~ daw xe~ 't ~ootq '6t ~Ot JO saUlt At~aq~~ou
pue at~a~saM aq~ SUOte aoua4~ !f~ dew xe~ 't'~oOtq '6t ~ot
JO ~au~oo AtJa~SaM4~nos a4~ ~ulaq ~Ulod Ples '~ulod e o~ ~aeJ
+9G~ JO eoue~slP e peoR JauJOa sJaaaw JO AeM-Jo-~q~l~ At~eq~~ou
aq~ ~uote uOl~~a~p AtJa~Sea ue Ul aoua4~ !peoR SJauJOa s~eAew
-..J
t
I
r
Ii
!
i
11
~
~
~,
JO AeM-Jo-~421J AtJaq~Jou a4~ pUB Stte~ sJa~ulddeM JO e2ettlA
aq~ pue Ja2UlddeM JO UMO~ a4~ JO aUl~ UMO~ aq~ JO uOl~oes~e~ul
...,J
. '.C{,.>i ,;'tj:;,~~'~~;r~\;l!~;;,;\,Hr!ii:~'ik'lDiM~~. __ ..
_ nurllllll If ~lr'll/''''~rllll
-
I
..J'
'~u1uu12aq JO eoetd
JO ~u10d a4~ o~ ~aaJ -o~~tZ JO aouaqslP a a1sdaa~4~nOa JO UMO~ a4~
+
pue Ja2u1ddeM JO UMO~ a4quaaM~aq aU1t U01S1^lP a4~ ~uote U01~OaJ1P
AIJa~Sea4~JOU e u1 aoua4~ !a1sdaa~4~nod JO UMO~ a4~ pUB Ja2u1ddeM
JO UMO~ a4~ uaaM~aq aU1t U01S1^1P aq~ pue 6 a~nOH AeM421H a~e~s
JO AaM-Jo-~q~i~ At~a~saM aq~ JO U01qoaSJa~Ul a4~ uo 2U1At ~ulod
Plas '~Ulod B O~ ~aaJ+OOOf JO aoue~s1P e 6 a~noH ABM421H a~e~s
JO aU1t AeM-Jo-~4~lJ AtJaqsaM aqq ~uo!e UOl~oaJ1P AtJa4~JOU e UT
aouaq~ !6 a~nOH ABMq21H a~B~S JO aU1t AeM-Jo-~421J AtJa~SeM aq~ uo
2ulAt oste ~U10d P1BS 'Ja2U1ddBM JO UMO~ a4~ pUB Stte~ sJa2U1ddeM
JO a2BttlA a4~ uaaM~aq aUl1 U01Sl^lP e uo ~ulAt ~Ulod PleS '~ulod
e o~ ~aaJ +O~tt JO aoue~S1P a ~a2ulddeM JO UMO~ a4~ pue SttBd
sJa2U1ddeM JO a2etI1A aq~ JO aUlt U01Sl^lP aq~ 2uote U01~OaJ1P
AtJa4~JOU pue At~a~saM e Ul aouaqq !paOH ~oBsua~oBH MaN JO aUlt
ABM-Jo-~q21J At~a4~nos a4~ uo pUB sttai s~a~u1ddBM JO a2BttlA aq~
pue Ja2UlddaM JO UMO~ aq~ JO aUl! U01S1^1P aq~ uo ~U1At ~Ulod
P1BS '~u10d B o~ ~aaJ +0ge~ JO aoua~s1P B Ja2UlddBM JO UMO~ e4~
pUB stted Ja~ulddBM JO a2BttlA aq~ JO aUlt U01Sl^lP a4~ 2uote
u01~OaJ1P AtJaq~Jou B ul aouaqq !SttB~ sJa2ulddeM JO a2ettlA
aq~ pue Ja2U1ddeM JO UMO~ aq~ JO aUl~ UMO~ a4~ uo 2U18Q oste
qUl0d Ples '~~ dBW xe~ 'I ~ootq 'et ~Ot JO JaUJOO AtJa~SaM4~JOU
a4~ 2ulaq ~Ulod P1BS 'qu10d a o~ ~aaJ +eZt~ JO aoue~s1P e f~
dew xe~ 't ~ootq '8t ~ot JO sault AtJa4~JOU pue AtJa~Sea a4~
~uote U01~OaJ1P AtJa~SaM pua AtJaq~JOU e ul aoua4~ !e~ dew xe~
.J'
..t_
,
r
,
,
.\
I'
~,
...J1t
r~
~1-'
k:
:!
I!
f
I
1
;%7\17:'\ f'Y;;;';,V.cj',~il~.i(tI\';.iil~~Ji~L-
~
R'iT7IJ"'II~1
lf~.JII!hlf_~"'] llI'<7"'Cfj_..",,,.,,",,,,",",,,i,
...;
..;
~01~~S1a reSodSla a~eMas Ja~UlddeM JO UMO~ a4~ JO U01~dlJOSaa
r
1
t
'-
~
I'
I
..J
s: - XICINgdd\f
-~,l0!,iJfFj:~'i~::("rJW,~'-;--"':~flff__~'1mNlllF;'~
..urJlll
..mmlill._JIIII
_..,IF'~~;_ ~~.'t'!-~\~~\f:;j~p;~#>( d~.,!:!;,
;/-'/
j<'
':~~
/,1.
t
,
It
,',.-;1
t';;
J!
L ...;.~
e-
Ii
I;
It
If;
aoue~slP e ~~ dew xe~ 't ~oOtq 'O~ ~otJo aUlt lt~a~sea aq~ ~uote
uOl~oa~lP lt~a~seaq~nos e Ul aouaq~ !~Z dew xe~ 't ~ootq 'O~ ~Ot JO
aUlt ~t~a~sea aq~ ~ulaq oste ~Ulod P1SS '9t dew xe~ 't ~ootq '~ ~ot
JO ~aUJOO lt~aq~nos aq~ SUlaq ~ulodples '~ulod S o~ ~aaJ ~Ot~E JO
aous~slP e ~t dsw xe~ 't ~oOtq '~ pus 'a 't s~Ot JO saUlt AtJaq~nos
aq~ ~uote uOI~oa~IP AtJa~saMq~nos s Ul SUlnul~uoo aouaq~ !9t dew
xe~ 't ~ootq 't ~ot JO ~a~oo At~a~sea aq~ ~ulaq oste ~ulod Pies
~"[ dew xe~ 't ~ootq'9 ~otJo ~au.xoo At~aq~nos at{~ ~ulaq ~Ulod
PISS '~Ulod e o~ ~aaJ+~~6t JO aou8~slP a ~t dew xe~ 't ~oOtq '~
pus t{ s~ot JO saUlt At.xaq~nos aq~ Suote uOI~oa~IP A"[~a~saMl{~nOS
e Ul aouaq~ !~t dew xs~ 't ~OOtq 't{ ~Ot JO ~au~oo ~t~a~seaq~nos
aq~ ~ulaq ~Ulod Ples'~ulod a o~ ~aaJ +~~L~ JO aoue~slP e ~t dew
xe~ '"[ ~OOtq 't{ 'E '~ S~Ot JO saUlt ~Ot SUOtS uOl~oaJIP At~a~sea ~
-t{~nos e ul aouaq~ !~t dew xa~ '~aSuldda~ JO UMO~ 't ~ootq '~ ~o"[
"
~
I~:
8;
"
f
h
h-
i
~
I
r.
f
se pa~eu~lsap ~Ot s JO ~aUJOO At.xaq~Jou at{~ ~ulaq osta pue peoij
ttapPla JO AeM-Jo-~t{~I~ It.xa~saa aq~ uo SUl~t ~ulod Ples '~ulod
e o~ ~aaJ +9t{ft{ JO aoue~slP e uOI~oa~IP lt~a~saMq~nos e ul peoij
ttapPla JO AeM-Jo-~t{~l~ At~a~sea aq~ ~uote ~uluun~ pue ~UlUJn~
aouaq~ !a~UeJDe1 JO UMO~ aq~ pue ~aSuldde~ JO UMO~ aq~ JO aUl'
UMO~ aq~ pus peoR "[tapPla JO leM-Jo-~qSl~ At~a~saa aq~ JO uOl~oas
-.xa~ul aq~ uo SU1A"[ ~ulod.Plas '~ulod e o~ ~aaJ +OOO~t JO aoue~slP
a UOI~oa~lp At~a~sea us ul .xa~uldda~ JO UMO~ at{~ pue e~UeJDe1 JO
uMO~ al{~ uaaM~eq eUI"[ A~epunoq et{~ SuotS aouaq~ ~ulUunJ pue ~aaJO
~a2uldde~ JO aUI"[~a~uao aq~ ul ~ulAtos"[e ~ulod Pies 'alsdaa~q~nod
JO UMO~ aq~ pue ~aSulddeM JO UMO~ aq~ 'aSue~De1 JO UMO~ aq~ JO
uOI~OaSJa~ul at{~ ~e ~ullt ~ulod Ples '~ulod e ~e 2Uluul~ag
I
f
!
f
i
[
~
I
.",j
~OI~SIa 1VSOdSla iDVMXS HiDNlddV~ aO NMO~
'!I"~~~"il!!lll1,.(~~__'_f1~~'WR.lIiW III 1 ~l'"
..
lIlVIII
-'_hiO\~:<""'~.""".".""".tf.
J
z
aouaq~ !gz dew xe~ '~ ~ootq '6 ~ot JO ~au~oo At~a~seaq~rtos a4~ ~ulaq
oSIe ~ulod PleS 'gz dew xe~ '~ ~ootq 'Ot ~ot JO ~au~oo At~a~saM4~nos
aq~ ~ulaq ~Ulod PleS '~Ulod e O~ ~aaJ+ogt JO aoue~slP e ~Z dew xe~
't ~oOtq '6t ~ot JO aUltAt~a~saM aq~ ~uote uOl~oa~lP AI~a4~nos e
Ul aouaq~ !~Z dew xe~ 't ~OOtq '61 ~Ot JO ~au~oo At~a~saM4~~ou a4~
~ulaq ~Ulod PleS '~Ulod e o~ ~aaJ +tO~t JO aoue~SlP e ~Z dew xe~
't ~ootq '6t ~ot JO aUit At~aq~~ou aq~ ~uote uOl~oa~lP At~a~saM
-q~nos e Ul aoua4~ !~Z dew xe~ 't ~oOtq '6t ~ot JO aU1I AIJa4~JOU
aq~ uo ~U1AI ~Ulod Ples '~Ulod e o~ ~aaJ +06~ JO aoue~slP e peoH
P~oJ~UOW JO aU1I At~a~saM aq~ ~uoIe uOl~oa~lP At~aq~nos e Ul aoua4~
!peoH P~oJ~uoW JO aUlt At~a~saM aq~ UO ~ulAt ~Ulod Ples '~ulod e .J
o~ ~aaJ +9L~ JO aoue~slP e peoH P~oJ~UOW ~U1SS0~O pue ~Z dew xe~
't ~oOtq 'oz ~ot JO aUlt At~aq~nos aq~ ~uote uOl~oa~lP AI~a~saM
-q~nos e Ul aouaq~ !~Z dew xe~ 't ~ootq 'oz ~oI JO ~au~oo At~a~sea
-4~nos a4~ ~ulaq ~ulod Ples '~ulod e o~ ~aaJ -og6 JO aoue~slP e
. +
~Z dew xe~ 't ~ootq 't.~ ~Ot JO aUlt At~a~saM aq~ ~uoIe uOl~oa~lP
.
At~aq~nos e Ul aoua4~ !peoH ~au~oo s~aAaw JO aUlt At~aq~nos a4~ uo
~U1AI ~ulod Ples ~ulod e o~ ~aaJ +OB~ JO aoue~slP e ZZ dew xe~
'I ~OOtq 'L6 ~ot JO aUlt Ata.a~saM 94~ ~uote uOl~oa~lP AI~a4~nos
e Ul aoua4~ !ZZ dew xe~ 't ~ootq 'L6 ~ot JO ~au~oo AIJa~SaM4~~ou
a4~ pue ,GZ dew xe~ 't ~ootq '~8 ~ot JO ~au~oo At~a~saM4~nos
aq~ 2ulaq ~Ulod Ples '~Ulod e o~ ~a9J +~~8t JO aoue~slP e Gc dew
xe~ 'I ~ootq '~8 ~ot JO aUltAI~a~saM pue At~aq~~ou a4~ 2uoIe
'U9l~oa~lP Ar~a~saMq~nos e ul 9ouaq~ faz dew xe~ 't ~ootq 'O~ ~oI
:,". I. "I. ..;. . ,
JO ~auJooAI~a~sea aq~ ~ulaq ~ulod Ples '~Ulod e o~ ~aaJ +O~ JO
.J
:1''!t.;',i'f~'!i'{'.t!'1::rt}~~'~_JlI11I\.~J..~.7i'''_,", ,,.,.-.....'nJI .fil ,~ ~ 1XI
""','~,"~/:~~:.::'_).~'F: .
;;. i,' ,'~
',^. , "~', ",;; ,';
'"' T 1
!'
~ot JO JaUJOO AtJa~saMq~JOU aq~ SUlaq ~qlOd P1BS '~ulod e o~ ~aaJ
+09Z JO aoue~slP e ~Z dew xe~ 't ~ootq 'tG.~ ~ot JO aUlt AtJa~SaM
aq~ ~uote uOl~oaJ1P AtJa~saMq~JOU B ul aouaq~ !~Z dew xe~ 't ~OOtq
'tG.~~ot JO JaUJOO AtJa~saMq~nos aq~ ~Uiaq ~Ulod Ples '~Ulod e o~
~aaJ .Ot~ JO aouB~SlP B aA1Ja do~ttlH JO aUlt ABM-Jo-~q~lJ AtJaq~Jou
aq~ ~uote pUB PBOY StaSuv ttV SSOJ~B U01~oaJ1P AtJa~seaq~JOU e Ul
aouaq~ !papua~xa aA1Ja do~ttlH JO aUlt ABM-JO-~~lJ AtJaq~JOU aq~
pUB peoy sta~uv ttV JoaUltABM-Jo-~qS1J AtJa~SaM aq~ JO uOl~oas
-Ja~ul aq~ ~ulaq ~ulod PiSS '~Ulod B o~ ~aaJ ;o~e JO aoue~E1P e
peoy sta2uV ttV JO aUlt AtJa~SaM aq~ ~UOtB UOl~OaJ1P AtJa~seaq~nos
e ul aouaLI~ !pBOY staSuv ttV JO aUltABM-JO-~LI~lJ AtJa~SaM aLI~ uo
2ulaq ~ulod Ples '~Ulod B o~ ~aaJ +06fTt JO aoue~slP e peoy SL'?SUV
ttV SSOJOB pue '6Z dew xe~ 't ~ootq 'Lz.z~ '9G.G~ '~Z.G~ '~GoZ~
'~Z.G~ 'ZGoG~ 'tZoZ~ 'OZ.Z~ '6t.a~ '~aaJ~s pawBuun ue SSOJoe '8tOZ~
'Lt.Z~ '9toZ~ s~Ot sa pa~e~lsap doo~ ttlW Japl0 uo ~Ul~UOJJ G~ot
aLI~ JO aUlt ~ot JeaJ aLI~ Suote U01~OaJ1P AtJa~saMq~nos e ul aouaLI~
!6Z dew xe~ 't ~oOtq '9t.Z~ ~Ot JO JaUJOO AtJa~Sea aq~ pUB 6z dew
xe~ 't ~ootq '~~ ~ot JO AJepunoq AtJaLI~nOS aq~ JO uOl~oasJa~Ul aLI~
2ulaq ~Ulod Ples '~ulod B oq.q.aaJ +06~ JO aoue~slP B '6Z dew xe~
't ~ootq '~[ q.Ot JO aUlt AtJaqq.nos aqq. Suote uOlq.oaJ1P A1Ja~SaM
-LI~nos e ul aouaqq !6Z dew xeq. 't ~OOtq 'fT~ q.Ot JO JaUJOO AtJa~Sea
-LI~nos aq~ 2ulaq oste ~Ulod Pies 'eG dew xa~ '~ ~OOtq 'LG ~ot JO
JaUJOO AtJaq~nos aqq. ~ulaq q.ulod Pies 'q.ulod e o~ ~aaJ +6tt~ JO
aoue~slP a eZ dew xeq. 'fT ~ootq 'Le pue 'ez '6Z 'O~ 'tf 'Zf s~oT
JO saUlt AtJaq~nos aq~ 2uota pue ~aaJ~s paewuun ua SSOJoe 2ulnul~
-uoo 'gz dew xe~ '~ ~001q '1 pUB 'z 'f '~ '~ '9 'L 'fog 'tog 'Gog
'6 s~ot se pa~eu2lsap ~ulaq sq.ot Ples 'peoy SJaLI~OJg uo 2Ul~UOJJ ~
J
t
't
h
.."J I,
i"
E-.:
j
he
I'
r'
If
I
r
.~
i;
j;
~
f'
k
(
s~Ot aq~ JO aUlt AtJaq~nos aqq. SUOtB U01~OaJ1P AtJa~saMq~nos a Ul
"'"'l""l'r~~~IIIl,~.J!"
,~IJII{N'UJ lllf. nilJllnmJ.,...... ~_...
r nll~J"_ ~~i:'i'ill.~.'=.>:..<J~.,A'~...b..--'i1".tf1iMt"_}j~~...;y;~.~'4i~04:~:'>'",:,,:~.:,jp::,;;;,,'~:i
tr
~ulaq ~Ulod Plas '~ulod a o~ : ~aaJ +OL8 JO aoua~slP a 9tr dew xe~ 'I
~ooIq '101 ~OI JO aU1I AIJaq~JOu aq~ ~uoIa uOl~oaJ1P AIJa~SaM4~nos ~.,
e Ul aouaq~ !9tr dew xa~ 'I ~ooIq '101 ~OI JO aU1I AIJa4~Jou
aq~ uo 9ulAI oSIe ~Ulod Ples '~~ dew xe~ 'I ~ooIq 'zoL ~OL JO
JaUJOO AIJa~SaM4~nos aq~ SUlaq ~Ulod PlaS '~Ulod e o~ ~aaJ -oog JO
+
aoua~SlP e ~~ daw xa~ 'I ~ooIq 'zeL ~OI JO aU1I AIJa~saM aq~ ~UOLe
UOl~OaJ1P AIJa~seaq~nos e Ul aouaq~ !~~ dew xe~ 'I ~ooIq '60L
~OI JO JaUJOO AIJa~saMq~JOU aq~ ~ulaq ~Ulod Plea '~ulod e o~ ~GaJ
+OZtr JO aoua~slP e aA1Ja una Jaaa JO aU1I AeM-Jo-~4~lJ a4~ ~uoIe
uOl~oaJ1P AIJa~saM pue AIJaq~nos e Ul aouaq~ !~Z dew xe~ 'I ~ooLq
'L60Zo~ JO JaUJOO AIJa~saMq~nos aq~ SUlaq oSIe ~Ulod Plea aATJa
unH Jaaa JO aU1I AaM-Jo-~qS1J AI~a~sea a4~ uo ~U1AL ~Ulod Plea
'~ulod a o~ ~aaJ -of I JO aoue~slP e ~G daw xe~ 'I ~ooIq 'L6060~
+
q.ot JO aUlt AIJa4~nOS a4~ ~uote uOl~oaJ:1P At.:ta~gaM e UT aouol.{1
!~Z dew xe~ 't ~ootq 'L6ez.~ ~oI JO J:auJ:oo AtJa~seaq~nos aq~ ~ulaq
....J
~ulod Plea '~ulod e o~ ~aaJ +Otf JO aoua~slP a L6060~ '860Zo~ a~ot
JO aUlt AJepunoq AIJa~Sea aq~ 2uOIS uOl~oaJ1P AtJa~Sea4q.nos e Ul
aouaqq. !~Z dew xe~ 't ~OOtq '86.ze~ ~O! JO JaUJOO ALJa~seaq~Jou
aq~ ~ulaq ~ulod Ples '~Ulod a o~ ~aaJ +06~ JO aoue~slP e aue~
aAd JO aUlt AaM-Jo-~q21J: AtJaq~nos aq~ ~uote uOlq.oaJ1P AtJaq.sea
-qq.JOU e UT aoua4~ !~Z dew xa~ 't ~ootq 'fttOZO~ ~Ot JO JaUJOO
AIJa~SaM4~JoU aq~ ~ulaq osta ~Ulod Ples 'aue~ aAd JO aUTI AeM-Jo
-~q~lJ AtJaq~nos aq~ uo ~uTaq ~ulod Ples '~Ulod a o~ ~aaJ +OtL6
JO aoue~slP e aua~ aAd .ssoJoa pus ~~ daw xe~ 't ~ooIq 'tZOZo~
'oGozo~ '6IoGo~ '8Iozo~ 'Lte~e~ '9Ie~e~ '~tOZO~ 'ilLozo~ 'EtOcoG
'ZLoG.~ 'ttoGo~ 'Otez.~ 'peoH eJn9aw saOJoe '6Go~ 'gZo~ 'LGo~
'9Zo~ '~Zo~ 'trZO~ 'fze~ '~~e~ 'tZ.~ S~Ot se pa~au2lsap aA1Ja
do~ttTH uo 2Ul~UOJJ S~ot JO aUlt ~Ot JeaJ aq~ 2uota uOl~OaJ1P
AtJaqq.nos pua AtJa~Saa ua Ul aouaH~ !~G dew xe~ 't ~OOtq 'LZo~
". ''-w..!,;,,;Lit,',)'l:;'i.._;),. :". ;:..:~~:'~_;"t:
...,;
.", :.'~..";. i"~ElIJ!lIi'~crW~
/;t(;.;;:;,:.~';i:~~;;/.-:~->;;~ >}jfi~~)~~~;s~)~_~..._1 ~ -
If 1."J ll[mIIV'lnl~'
_Mintrm '.tJl~~f'i~'~~CJii"''''''>''''i'''i., "
F;~
~
xe~ 't ~ootq '9 ~ot JO ~au~oo ~t~a~aa~q~~ou aq~ SUlaq qU16d ~lea
1,;'
I;,
~J
~':J
\
l,
.JV
'4>
ii
'~Ulod e o~ ~aaJ +~~~ JO aoua~slP e 9~ dew xe~ 't ~oOtq 'Z"Z ~Ot JO
sault Rt~aq~nos pue Rt~aq~~ou a4~ ~uote uOl~oa~lP ~t~a~seaq~nos ~ue
Rt~a~saMq~nos a ul aoua4~ ~9tr dew xe~ 't ~ootq '60t:0t: ~OL JO ~au.IOO
Rt~a~sea aq~ ~ulaq ~ulod Plea '~Ulod e o~ ~aaJ+0t:9t JO aoue~slP
e 9tr dew xe~ 't ~ootq 'tOI ~ot JO aU1I ~t~a~sa~ pue Rt~aq~.Iou aq~
2uote aouaq~ !peoH sta2uy ItY JO aUlt ~e~-Jo-~q9l~ Rt~a~saM a4~ ~ue
9tr dew xe~ 't ~ootq 't"t ~ot JO aUlt At~a4~~ou a4~ JO uOl~oas~a~ul
a4~ 2ulaq ~Ulod Ples '~Ulod e o~ ~aaJ -OOBt JO aoue~slP e peoH sIa~uv
+
LIV JO aUlt At.Ia~SaM aq~:Buote uOl~oa.I1P~t.Ia4~nOS e ul aouaq~ ~~eoH
sta:BuV ttV JO aUlt AeM-Jo-~~l.I At~a~saM aq~ uo 2ul~t ~Ulod Plea
'~ulod e o~ ~aaJ +~atr JO aoue~slP e peoH sta~uv tIV sso.roe pue ~Z
dew xe~ 'I ~oOtq 't: ~OI JO aUlt ~t~aq~~ou pue AI.ra~sea aq~ 2uOIe
uOl~oa.rlP Rt~a~saM pue At.Ia4~~OU e Ul aoua4~ !~Z dew xa~ 't ~ootq
't: ~Ot JO .rau.IOO At.Ia~Saa4~nos SUlaq ~ulod Pies '~ulod a o~ ~aaJ
+Ltt: JO aoua~slP e ~Z dew xe~ 't ~ootq 'BtrOZO~ ~Ot JO aUlt RL~a~saM
aqq 2uote U01~oa.I1P ~t.Ia~sa~4~.xou e ul aoua4~ ~~Z dew xe~ 'I ~OOtq
'9tr.Z.~ ~OL JO .rau.roo ~t.xa~saM4~nos a4~ ~ulaq ~Ulod Pies '~ulod e
o~ ~aaJ -099 JO aoue~slP e ~Z dew xe~ ,t ~ootq 'Ltr.Z.~ '9trOZ"~ ~OL
+
JO aU1I AI~a4~nos a4~ pue OtrOZ.~ ~OI JO aUlt RI~a~saM aq~ 2uote pue
aue~ aRd sso~oe uOl~oa.I1P At.Ia~sa~4~~OU e Ul aouaq~ ~~ulod a 0+ +aaJ
~r
~.~
Wit-
;i.'
~
/-,
r.,
r:
i:
~r;
;
~';.
;.,
I,
I':
(
t
f
..J~
f
f
I
fc
t:'
,
t
~
,
I
i
+OLL JO aoue~slP a aua~ a~d JO aUlt ~e~-Jo-~~l.I ~t~a4~nos a4~ 2uoIa
uOl~oa~lP At~a~sa~q~nos e ul aoua4~ !~Z dew xe~ 't ~ootq ,08.Z"~
~ot JO ~aUJOO ~t.xa~saMq~.xou a4~ :Bulaq oste ~ulod Ples 'aue~ aRa JO
aU1I Ae~-Jo-~q21J AIJa4~nOS a4~ uo :BUlAt ~ulod Ples '~ulod e o~ ~aaJ
+06Zt JO aoue~slP a ~Z dew xe~ 't ~ootq 'OBoZ.~ '~8.Z.~ 'tr8"Z.~
'aA1Ja unH Jaaa SSOJoe '~B.Z.~ '9B.a.~ 'L8.Z"~ '88.Z"~ '68"Z"~
s~ot JO aU1I ~oI Jaa.x aq~ ~uota uOl~OaJ1P At~a~sa~4~JOU e Ul
aoua4~ !~Z daw xe~ 't ~ootq '6B.a.~ ~ot JO .xau.xoo At.xa~saM4~nos aq~
r,
f
~
r
:{
1
,
,
.,
,
,
~,
i
;;:it;~,..>~:';~ ..,~r,:.t';r'~~~!_~.."",1I' UI
n -....1. I
,..--
.Ii
7.
PIa JO aUl1 AeM-Jo-~q2l~ AI~aq~nos aq~ uo 2ulaq ~Ulod Ples '~ulod
e o~ ~aaJ +~t~ JO aoue~slP e paoy ttaMadoH pta sso~oe pue L~ dew
xe~ '1 :>\oo"[q '~ q.Ot JO aUlt At.Iaq.saM at.t~ ~uota uOl~oaoI1P A"[oIaq~nos
e Ul aouaq~ !L~ dew xe~ 't }{ootq '17~ot JO ~auoIoo A"[~a~saMq~oIou
aq~ ~ulaq ~ulod PleS '~ulode oq. q.aaJ +~L8 JO aoueq.slP e L~ dew
xe~ '"[:>\ooIq '~ ~ot JO aUlt At.Iaq~~ou aq~ 2uo"[e uOl~oaoI1P At~a~saM
-q~nos a Ul aouaq~ !L~ dew xeq. 't ~OOtq '~ q.ot JO ~au~oo At~a~sBaq~oIou
aq~ 2ulaq ~Ulod PleS '~UlodB o~ ~aaJ +~~at JO aoue~~lP e 1..17 dew xe~
'I :>Ioo"[q '~ ~OI JO aU1I At~a~saM pUB A"[oIaq~~ou aq~ 2uoIe uOl~oaoI1P
A"[.Iaq~nos pue At~a~saM e Ul aouaq~ !L17 dBW xa~ '"[ :>\oo"[q 't ~01 JO
oIauoIoo At~a~seaqq..Iou aq~ ~ulaq q.Ulod Ples '~ulod a o~ ~aaJ +a~81 JO
aoue~slP e L~ dew xe~ 't :>\ootq '~ pua 't-Z s~ot JO aUl"[ ~O"[ A"[oIa~sea
aq~ ~uOIe uOl~oaoI1P At~aq~~ou a Ul aouaq~ !9~ daw xe~ 'I :>Ioolq
'az"[.~ ~o"[ JO oIau~oo A"[~a~saMq~nos aq~ ~ulaq q.Ulod Ples '~Ulod a o~
~aaJ +09E JO aoue~slP e peoR ttaMadoH P"[O JO aUlt AeM-Jo-~q~l~ ALoIa
-qq.~ou aqq. ~uota uOlq.oa~lP AtoIa~saM e Ul aouaq~ !paoy "[IaMadoH PI0
JO aUl1 AeM-Jo-q.q~loI A"[oIaqq.oIou aqq. uo ~ulAt os"[a q.ulod Ples '9~ dew
xeq. '"[ :>IooIQ '~ q.OI JO oIauoIoo AtoIaq.saMqq.nos aqq. ~ulaQ q.Ulod Ples
'q.ulod e oq. q.aaJ +~8Z JO aoueq.slP e ~ pUB 9 ~ot JO aUlt At~aq.saM aqq.
~uole uOl~qaoI1P A"[oIaqq.nos a Ul aouaq~ !917 daw xe~ 't :>\ootq '9 q.o"[ JO
oIau~oo AtoIa~saMq~oIou aq~ ~ulaq ~Ulod P1Ba '~ulod B oq. ~aaJ +9~~ JO
aoue~alP a 9~ dew xa~ '"[ :>\OOtq '9 q.ot JO aUlt At~aqq.oIou aqq. ~uo"[a
uOlq.oaoI1P A"[~aq.aaM B Ul aouaq~ !~ dew XBq. '"[ :>IoolQ '9 ~01 JO
oIauoIoo A"[oIaq.saaqq.oIou aqq. ~ulaq ~ulod PlaS 'q.Ulod a o~ q.aaJ +OI~
JO aoua~slP a 9~ daw xaq. 't }{ootq '9 pua 17 sq.o"[ JO aUl"[ AIoIaq.saa
aq~ ~uola UOl~oa.I1P At.Iaq~.Ioue Ul aouaq~ !917 dew xa~ 'I :>Iootq '~
" ~.. "" '-'''-' " .'
c,::,l,
: ~ .' < ,
:.; !~,~ !';
i"
f T'l'!
f:'
f
"""'" ',.
..J
~t
~!
~ :.
h
;'
I:
!
f
!
I.
~
,
,..J
j<~:;-~i}i'>""; t
lPT-T
r<
IIIXl- - -
l _~""""iIi"'"" InI: ~1j~~~4'~'.L~,;'-i'
~;''!."
~j: .r
w'
i:"?
i
,':, <
t, - ~;-.
'}
.It;
-
8
peoli ~eso~ Jo&eM-Jo-~q~l~ At~a~saM aq~ Suote ~peoli aaso~ JO &eM-JO
-~q~l.I&t.1a~SeM eq~ o~ peoli. aaso1: pue peoli puet.1es:oW 'peoli tl:aMadoH
Pto JO uOlq.oas~aq.ul aq~s,so~oe uOlq.oa.11P &t~aq~.1ou e Ul aouaq~
!p OOl.:IttaMadoH Pto .]:0 AeM-Jo-q.qSl.I At~aqq.nos aqq. pUB peOli pUBl:.Iea!IOW
JO ABM-JO-q.q~J.I.Rt.Iaq.SaM. aqq. JO uOlq.oas~aq.Ul aqq. 2ulaq q.Ulod Ples
~q.Ulod e o~~aaJ +O~8 .]:0 aoueq.S1P B U01~Oa.I1P At.Iaq~.IOU e Ul PBOli
PUBt.Ies:oW JO &eM-Jo-~qSl.I &t~a~saM aqq. ~UOte aouaqq. !peoy PUel:.:tes:oW
JO AeM-Jo-~q~l.I At.1aq.saM aqq. uo SU1At q.Ulod Ples ~q.ulod e o~ ~aaJ
+ottt.]:o aoueq.slP e peoR pUet.IedOW sso~oe pue ~Z9 dem xe~ 't J1001q
't pUB 'tZ 't]t: sq.Ot JO aUlt A.Iepunoq At.Iaq.saM aqq. :aUOle 'aAl.Ia
leeqolW sso.Ioe '~t: pue Lt: sq.ot JO aUlt A.Iepunoq Al.leq.saM aq~
:aUOl:e 'aAl.Ia .Ia~ad sso~oe 'et: '6t: 'at] 't~ sq.ot JO aUl1 A.lepunoq
At.Ia~SeM aq~ 2uote 'aAl.IU epv SSO.Ioe 'Z9 dem xe~ 'I J1001q '~L
~ot< JO aUll: A~epunoq At~aq.saM aq~ 2uote uOl~oa.I1P Al:.la~seMq~.10U e
ulaouaq~ !Z9 dem xe~ 't )foo'"(q '~L q.ot JO .Iau~oo AI.1a~saMq~nos eqq.
:aUTaq ~ulod Ples 'q.ulode oq. q.aaJ +OOOt JO aoueq.slP e Z9 dem xe~ ~I
::>foolq '9L ~ot JO aUlt At.Iaqq..IOU aqq. ~uote UOl~oa.I1P Al.1e~saMq~nos
e Ul aouaqq. !Z9 dem xeq. 't::>footq ~9L q.Ot JO ~au.IOO At.laq.sBeqq..IOU
aqq. :i3ulaq q.ulod Ples 'q.Ul0d e oq. q.aaJ -O'[Z'[ JO aoueq.slP e peoli
+
l:I1H .1epao JO aUll: AeM.-Jo-q.qSl.I AtJaq.sa~ aqq. oq. peoli ttlH .lUpaO
SSO.1oe 'Lt] dem xeq. 't )footq 'tt 'at '6 sq.Ot JO aUlt ~01 Al.1aqq.nos
aq~ :auote uOlq.oa~lP At~aq.saMqq.nos e Ul aouaqq. !1.i7 deUl XB~ ~t
)footq ~6 ~ot JO .Iau.IOO ^t.Iaq.seaqq.nos aqq. ~uleq q.Ul0d Ples 'q.u10d e
o~ q.aaJ +OZt]t JO aoueq.s1P e peoH ttaMadoH Pto JO aU1t AeM-Jo-~q21.1 ~
^t.Iaqq.nos aqq. SUOte uOlq.oa~lP At.Iaq.s9M e ul aouaqq. !peoy '[teMedoH
[' ;:'~
i'tt
~~
~'h_
~"I:
'Ik"
,;c
fl1'
,t;
1'/
r
,j
J;
r'i
I~
i~i
',.
..J
Ii
~n1dVl.3 ~dlOOn~ OMt
':>OSS'1 {? ~3NN3M8 -~310\f
3^~nO NOll.\flndOd
Sl.:>IHl.SIO .lN3~l.\oj~Hl. ON~
N0118]'108 3~'lM3S Q3SOdOtfd
)f~OA M3N AlNnO~ SS3HOl.nO
~39NlddtfM .:10 NMOl
~3)'
0002
0~61
I I
. I
~ -t--J-
I : I
! I I
I
I I
i -+
I
I
i
,
i
,
I
I
I
I I
, I
-L-t-
I I
I I
i I I I
H-+--+
!
,
-+-
I
j31r:ITT
I 31.Vld
""""
006/
.."
f
1)
0
-1)
<:c
.--
......
::t:l:>
o:j
-l-- ()t? cO
(I)~
>
z
0
(I)
O~
1
09
""'"
OL
OJ. oN )f~OJ. M3N . S1133N19N3 aNll1nSNO:>
~l1d"l 0] Hdl00(H:I e
OjOSS" e ~3NN3~8 - ~310"
3^tl n~ NOll.VlfldOd l~l~l.S 10
Sl.~'H1SIO l.N3~lV3~.i aNV
NOll~~:r~IO~ 39\1 N\ 3 S C3S0-jO~
>l~OA M3N ^J.~110~ SS3H:::una
~38Nldd~M .::10 NMOl
CJt13)"
..",
~02 0002 Of; 6/ 006/
LJ I I f
J 0
I ' !
I
~-T -
LJ
G 3.l't1l d
i
I
i .
, I I
i : I
i -Li~ 1_ I
i I
i I
_~_!_ . I
i
I
!
-- t
-L~ lJ_
I
I
_ L
0/
02
...."
-\:)
C:o
Of ~~
or--
<:::):::.
~....
~-
~~
Ov
or;
09
..."J
OL
to
31 \1 ~ MOl=!
c
-,--"r-"--1""'---r--r--i-'- --r-r--"-r-'r~'" --'-'T,-r-,--T--r-r- '-r--"l". ....,.-T'"'I
.. " - ! ' , I
::3~tr~3^'V
01
G
~tr 3d
dO
Olltr~
~_.._.n~__.~"~_,_,._,_,,,,, ... _ ..__._.....__,_~ _
L '
, i
T' ..",. -T", T--r-T'-'
"I
, I
, I
MOl~ ~3J.'1M 31S'1M
3^tjn8 NO~~ttH
r-~;
rr
;
,
, I
, I
i
r ' . I T
I T - T' r-
f
t :
l
t--..--- '.
L
i,
!
j
.. I
,
----_...~,_.-
39'1~3^'V 01
>iV'3d 9NIJ.'1l3~
...."
~
-=i
LL.:._~. ...; ~J..;......
" ,
,
~._.._._.,-- -
I' .
1>
<
nl
:::0
l>
(j)
nl
,
t.~ ~~~,~:~, .~- -_.~-'~-~ . (, H.
{ , : .: ;. ' .
E-; ~ ~;:; : , . 4. i . .; ~.'.: ..
SJ ~:': i~:.i~-+:_ .- .'. ~: i'~~-r-;-~'-~: .
--= - . . ,. I" '. r: . , ., .
- T:~"- ; -r:-tc +~ :~ ; .. --~ -- ~ l' ~: ~ ~~ "t:-
r" ;.--=---=- .;-~ :l.....;.J-..~;....:... -- ~ --~~ __-l_
~.- . ...
j-. -' . . . '. . ...
~
-1>
~ '1)
~~
p
~
l>
-i
fTI
:::0
-
t--: . ~.-:
T-. ,.--
"' ,
. ,.
~.. . .
+-:':-~-:
r. . .
-r-- .. . - . . .
. : ;'C' +.
i
I" . :
-- ":~2j-~~.~:=.~.~ '
:-.---.... .- .
. ..- S NOH .1()dNG-~--
: :.~ : ~ HOl :msr( :S Oll.\7:H .~. ~
j
I
I
11
r
o
~
F::
~:L~_:~,~_~ .)
E.. .<..-t
t: : : :
..__.. . t ~
, t
'1
1
. j
, .,j
- - L
Dc
, ,I."
.,.t:!: : :l~:
'~:~T~Tt:t l'~f tj t : : =j TLj I ~ ..~
- -. --~ . : .~.:. : : !'.: : : : :.: ;1: ~
. ......
, . i
: :'~'1
. . ,
'::-~-~~-O~
. ,- . _.
: ..~ 1
. . :':':"1
. - . . 1
ot>
F... U; f i TLnU - . ;;;~L
..... ..,..;:" h' t ...... .... . ,ct-. . . . .
;. :.:: : ~ :::.. ~:.: : ~ : : : : :.- :: + 'r.: : : :- :
~~::!-.. -:-~ J >,~- :-~-~':_+"~"~'"7--~ -~~: ~ : ~' .
ti~',iu~-i..i-++:,-++t. t+~~~t. . ~,:..; .:': "r.~'
"++.-' ; t t: : : . :. ~'. .' +-i--4-" ..:
I cL . .n . ILL1
. . 1
.-1
::'+'0'"
: . I "
"""'"
i- -'1-j~~!~-'--'~-;.t
: 'I) ; ,:; ;. ~ ~
.. ...... ...... . ':1
. 1 .. -. + .
. t --. ........
+-l ; ~ ; ,~ t (J L.
1 t t::: )<~
.1. : ; : ;.1.-001
I'
'<-"_'-T';-""'!::t"""'if!-I".f',i'llI:tJIIIlI~-~~_nli~,~'J" ..,
ooo't;OO't$
OOO'f;tf;$
ooO'gtf;'t$
OOO~tr<;
ooo'~~~
OOO'Ot
OOO~trt
OOO'trG
000'9<;
OOO'tOt
000' tr L':J $
;
-ilIUM II I
c_
-
-
enssl puog tel~lul pp~ewl~S~
000'9<;8$ JO ~09 - pee~ueJeno s~ueJD pe~ewl~s~ :S8e~
000'8<;8$ - te~oili qnS
'a~~ 'te2e~
U01~OnJ~SUOO JO UOls1AJedns
AeAJns pue u21Sea 2U1JeeU12u~
Sel0ue2ulq.uoa
te~o~ U01~OnJq.Suoa
smaq.I et ql:al t~
8~ueJD teJepe~ pue aq.eq.s peq.eWlq.8~
- peJlnbeu U01~eZ1Joq~nv puog
~seJe~uI pezlteq.ldea
sel~ltl0e~ e2eMes JO U01q.1S1nbOV
eq.eq.8~ teGt[
'O~H ':aul~U1Jd puog '2u1q.lpnv 'te2G~
UOlq.onJq.suoa JO UOls1AJedns
SAeAJns pue u21sea 2ulJeeul~U~
Seloue2uv:j.uoa
- teq.o~ uOlq.OTIJq.suoa
(smJe~ weq2ul~oOH) q.uetd q.uemq.eeJJ
(V ~ ~) q.uetd q.uemq.eeJJ
sJeMes 2ul~deoJeq.uI pue
su1p-w eOJo~ 'suolq.eq.s 2uldwnd
sq.SOa U01q.OTIJq.Suoa
OOO~':J
OOO'trG
ooo't;<;
OOO'tOt
000' tr 1.,9$
OOO'OOt
000'06t
000'tr8t$
U01q.OTIJq.Suoa t e:ae~s JO S~Soa teq.ldea
t etqeJ,
Jan1LSla 'IVSOdSla mWM~S a~SOdOHd
H~DNlddVM ~o NMO~
~l-'i,,\<'.-}-z,;:;,,~ht._j,I,,~'J;:;M.,',
I:
~--
..J~
,;
~.
t
1,
t
~
,~
~:
..J
...",J
r",~-,~'-,?;:~~,~;t;,~'l.[{};?K~-~:])~};~'~~~itr_tII&._~~~~~~6~tit:~}Miv~j~,.-,""
· P1\f aq.uq.s .:rOJ aTq1~1Ta q.ou S1 a::>uuuaq.u1uw .:ralV\as : aq.ol,r
0~019~ - q.a2png 2U1q.B.:rado q.aN
0001 ), T
0~01~~$
0~0"0
001..117
008117
O~O'T
OO~'T
O~oltc
0~~10
0~010
00~'9
00819T
OOO"OT$
OOO'T~ x ~/T - P1\f aq.Bq.s paq.BWlq.9~ :SS8~
- TBq.Oili
aouuuaq.u1BW .:reMas
TBsods1a a:JpnTS
(saltddns snoeuBtte081W
'auoqdaTeili 'aouB.:rnsuI luo1q.U.:rq.s1U1WP\f)
sesuedxg snoeuBtteOS1W
Tend
}tontIili e01A.:res
q.uamd1nbg pUB sTOOili
sTBo1maq~ pUB aU1.:rOTq~
sq..:rBd pUB eouBuaq.u1BW
.:reMOc1
s.:re.:roqB~ - t:
.:rOq.u.:rado - t
q.a2png ~ulq.B.:rado TB01dAili
o eTqBtL
ili~IHilisla ~\fSOdSla ~DVMSS agSOdOHd
HgDNldd\fM dO NMOili
"",~;"':,:.;','-,
...J
~
..J
::' ,",:J:}:;t,;-:t,~ ;k.~~r:'~,~'~;:,,~ ;-,;(~::'Z_;,:J~~~~4't~.l!~~~~1,;:'~' '.-'
. ""~JfIlltI\__iili\,~;JlOjI'.fl'~IIQIR;_"',;,'" ,";;CF','.
..J
e
0 vi'" 0 t::I f
<: t-" f
CD cr cr ~ ~
~ 0 0 CD !
(.l
NI'" NI'" vi'" cr
S S S 0
..... t-" t-" 0
I-' J-l J-l ~ t
CD CD CD ~ !
CD t
(.l
cr ,.
..... ~.
0 ~
~
en
tr.l:=t::
t-"O
~ ~
J-l en
J-l VJ f\): --:; J-lCD
J-l +:- 0\, . \0 CD Ul '-r::l
+:- f\) Vl[ VJ ::0
1-'0 0
0 ~ 'lj
cr 0
Cfl (;:l
tx:l
tr.l tj
(.l "':J
DB::> ::J' (/) 0
(.l (!) l1.J :?"::
s:: ~ Q, c;-' ~,
..... ""-<
t-"CD ~ 1-3 J>
<:P:J J-l 0> 0 0 ..,J
ltJ()q CD 0' trj ":rj
J-lCD J-l
\0 f\) f\), J-l CD 0 CD t:J -..
....:_~
+:- 0 J-l \Jl ::l ltJ H.l H :J>
CD f\) +:- VJ crUl VJ (J) rd
c:: ~lj 'lj
J-l ::l 0 H
0 t-" (0 Z
cr cr J> C;)
en Ul t-I lrj
::0
t:J
tx:l:t> H
'0 (I.l
S::P:J !:tJ
t-"~
<: cr H
J-l VJ P:J S 0
f\) t- O \0 J-lCD t-3
J-l (0 0 (D ::l
::l cr
crCfl
J-lP>
0 fJl
cr
en
f\) I-' C::1-3
0 c\ !J VJ ::l 0
(Xl \0 VJ t-" cr
VJ VJ \0 0\ ~r- P:J
en I-'
~
"':!'i7f',~i,J,.t"-,,;.,;.;;.;;',.,.4>f~,,,~\!41l1iii:,I4\~JUar"JfMPrllrT~~II'i~'~lltI:'f~}~r~i'f~'~\-;JhT~lrJl:2\':.,
..,J
t66t - te~oili ~
s~lun passessv ~uam~snrpV
f80C: a t1: ill ~ Jail.O
(
f69 at1Ul ? O~ tl
T "-[
6Lt7 arrill tj 01- 0
T
9fEt suol~o8UUOO 1-0 Cl,Ilct
S1-1Un
80G ~T.
gOG of.
6EG O~.
9t:ft oo.t
sa~..IeqO ~13auag ~lUn
JOJ passass\f
s~Tun 30 Cltnpaqos
tr atqeili
iliOlBiliSla ~VSOdSIa gnVMgS agSOaOHd
HgnNIddVM ~O NMO~
-..J