A-3. Summary of Utility Rate Study. \ '1 Y A,
� w
q N S CITY OF ClIANIIASSEN
Chanhassen is a Community for Life-Providing for Today and Planning for Tomorrow
MEMORANDUM
TO: Mayor and City Council
FROM: Greg Sticha, Finance Director
DATE: November 28, 2016 01�'�C J'��
SUBJ: Utility Rate Study
BACKGROUND
Ehlers & Associates,the city's financial advisors, presented to the city on October 24th the
annual utility rate study. Staff thought it would be a good idea to quickly overview the changes
that were presented that evening and give some additional time for discussion on items that may
be of concern.
Below are the changes from last year's projections for utility rates in 2017 as compared to this
year's rate study.
Water
The water rates in last year's study indicated a need for increase in 2017 of 5.5% for connections
and operating rates. This year's study indicates a need for 2017 operating rates to increase 6%
and staff is recommending an increase in the connection charge of 4%.
The need for the change in the operating rate is due to the start of the new West Water Treatment
Plant operator around the first of the year(previously had been planned to start late in the year or
2018), and the analyzing of multiple city employees' duties and charging the appropriate
amounts to the Utility Funds versus the city's General Fund. The decrease is due to maintained
capital cash reserves and to remain competitive in our market.
Sanitary Sewer
The sanitary sewer rates in last year's study indicated a need for increase in 2017 of 3.5%for
operating rates and 2% for connection charges. This year's study indicates a need for 2017
operating rates to increase 4.25%, and staff is recommending a decrease in the connection charge
to no change from the previous year.
The change in the operating rate is solely due to the 7% increase in the MCES operating charge
for 2017. The decrease is due to maintained capital cash reserves and to remain competitive in
our market.
PH 952.227.1100• www.ci.chanhassen.mn.us• FX 952.227.1110
7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317
Todd Gerhardt
Utility Rate Study
November 28, 2016
Page 2
Storm Water
The storm water rates in last year's study indicated a need for an increase in 2017 of 2% for
operating rates and 2.5% for connection charges. This year's study indicates a need for 2017
operating rates to increase 4%, and staff is recommending a decrease in the connection charge to
1% as compared to the previous year.
The change in the operating rate is due mostly to significant and increasingly complex unfunded
mandates imposed on cities by the state. Meeting new storm water requirements is expensive
and puts pressure on all cities to increase storm water rates. In addition, anticipated cash
reserves in the Storm Water fund from 2018-2020 will be below our target. The decrease in the
connection charge was mostly to remain competitive in our market.
SUMMARY
Attached is the executive summary and detailed documentation behind the study prepared by
Ehlers &Associates. No action is needed on this item at tonight's meeting. On December 12th,
the city council will consider an amendment to the fee ordinance, which will incorporate any
changes discussed at tonight's meeting and future meetings.
ATTACHMENTS
1. Rate Study Executive Summary and Detailed Information.
f:\gregs\rate study\2016 utility study memo 11-28-16.docx
0 EHLERS
November, 2016
Utility Rate Analysis for
2017 Rates
City of Chanhassen, Minnesota
1011 Prepared by:
City Staff and Ehlers
CITY OF
CI{ANHASSEN
m-■ • • 1-800-552-1171 I www.ehlers-inc.com
Key Findings
The goal of a rate study is to ensure the long-term financial health of the utility enterprise funds.
Toward this end,the City of Chanhassen annually updates its utility rate study. The 2017 rate
recommendations for storm water, sanitary sewer and water rates are in the charts below, along
with last year's recommendations for comparative purposes.
Storm Water Proposed Rates
Last Year's
Proposed
Increases for 2018 and
2017 Revised 2017 Beyond
User Charges 2.00% 4.00% 4.00%
Area Charges 2.50% 1.00% 1.00%
Managing storm water is a significant and increasingly complex mandate imposed on cities by
the state. Meeting new storm water requirements is expensive and puts pressure on all cities to
increase storm water rates. The proposed quarterly user rate of 4% is higher than the 2%
projected last year. This is a reflection of the increased requirements for improving storm water
quality and to pay for the City's storm water costs incurred in hook-up with street reconstruction
projects. The storm water hook-up fees are proposed to increase at 1%to keep the City's fees
competitive with other developing communities.
Sanitary Sewer Proposed Rates
Last Year's
Proposed
Increases for 2018 and
2017 Revised 2017 Beyond
User Charges 3.50% 4.25% 4.25%
Hook-Up Fees 2.00% 0.00% 0.00%
The single biggest expense in the storm water utility is the Metropolitan Council Environmental
Services (MCES)disposal charge. After four years of small increases and some decreases,the
MCES charge increased 7%between 2016 and 2017. The proposed 4.25%rate increase in 2017
and beyond reflects the increase in MCES charges plus the reallocation of city costs as discussed
below. Hook-up charge increases do not need to be increased because much of the system has
already been constructed.
2
Water Proposed Rates
Last Year's
Proposed
Increases for 2018 and
2017 Revised 2017 Beyond
User Charges 5.50% 5.5% 5.5%
Hook-Up Fees 5.50% 4.0% 4.0%
The bids for the treatment plant came in at$16.5 million versus the budgeted $20 million. For
purposes of the rate study, we have assumed the treatment plant will cost$17 million upon
completion. While one might expect that the lower cost of the treatment plant would allow for
smaller rate increases than projected last year,there are opposing factors putting pressure on
rates. Last year we expected the new water treatment plant operator to be added to operating
costs in 2018. The cost of the new operator(estimated at$80,000 per year)has been moved up
to 2017. In addition, slower growth in 2016 impacts cash balances and future user revenues.
Altogether,these cumulative changes offset each other, and we are again recommending an
annual rate increase of 5.5%but lowering the hook-up fee increase from 5.5%to 4.0%.
Rate increases less than those recommended above will weaken the cash positions of the utility
funds and may attract questions from Standard and Poor's. The City currently benefits from the
AAA rating it has earned from Standard and Poor's. Rating agencies pay attention to enterprise
fund activities for cities, and Standard and Poor's rating methodology looks at whether enterprise
funds will put financial burdens on the general fund due to structural imbalances (i.e.,
insufficient utility revenue).
Growth
How quickly the City grows will impact the utility fees collected,the hook-up revenues, and
storm water area charges. For the rate study,we have assumed that there will be 130 new
residential units constructed each year from 2017 through 2024 and 120 units per year thereafter.
In addition to the residential growth, 28 SAC units are assumed to come from commercial
development and new irrigation meters.
Staff has received feedback from developers that the City's utility related development fees are
high compared to other communities. This rate study's recommendations for hook-up fee
increases balance the need to keep developer fees competitive while also covering growth related
infrastructure costs.
The chart in Appendix A compares the City of Chanhassen's development fees for a new single
family home with the Key Financial Strategies (KFS)comparison cities. The chart in Appendix
B compares the City's fees with neighboring communities.
3
Storm Water Fund
The City of Chanhassen collects two types of storm water fees: quarterly storm water fees paid
by all property owners, and storm water area charges paid by developers when land is platted.
We are recommending a 4%rate increase to the quarterly storm water fee for 2017 and beyond.
This is consistent with the 2014 rate study, but higher than the 2%increase projected last year.
The difference between a 2%and a 4%rate increase is .21 cents per quarter.
The proposed rate increases will result in the following quarterly fee for a single family home.
Proposed Quarterly Storm Water Rates
2016 2017 2018 2019
Fixed Quarterly Fee $10.26 $10.67 $11.09 $11.54
Commercial and multifamily properties pay storm water fees based on their land use type and
acreage.
The proposed rates will be adequate to meet on-going, maintenance-related storm water
expenditures,which include pond maintenance, street sweeping, and implementing the surface
water management plan. Furthermore,the City of Chanhassen's quarterly storm water charge
remains competitive with both neighboring and KFS cities.
2016 Quarterly Storm Water Charges for Residential Users in
Neighboring Cities
$35.00 -
$30.00
$25.00 -
$20.00
$15.00 —
$10.00 --.. - .._—_ -------- ---_
$5.00 -I
$0.00 -F — ----r---
m o to G
m t
S - "0 S a. x S 3
cu cu -c cu mn v O
NJ z NJ 0 m 'O in O O fD 0
S Di -D O. N -O Cu
Ql 1-4 N J w 1-4 0 O O
Xi N Q n 07.- 0
0 0 0 0
`, `
4
2016 Quarterly Storm Water Charges for Residential Users in KFS Cities
$30.00 —
$25.00
$20.00
$15.00
$10.00
$5.00
$0.00 -- —
D n
n n n m - x
or o <<
>m
> 0 Zrs
c d - ff =' ti,, ° o w x
v N WN
D--, mo G1 $ m
o m z m ;
rn> N a m
O
N
v
Storm Water Development Charges
In 2016 the City Council adopted a new rate structure for storm water development fees. Staff
reports that the new structure is working well. These fees are proposed to increase 1%annually.
Proposed Storm Water Area Charges
2016 Proposed 2017
(Before Credits) (Before Credits)
Single Family $3,110 $4,440 $8,000 $8,080
Medium Density $5,840 $6,140 $9,593 $9,690
Residential
Townhouse $5,840 $6,140 $14,371 $14,515
Apartment Complex/ $6,490 $9,510 $14,371 $14,515
High Density
Commercial $22,940 $8,900 $30,299 $30,602 —1
Industrial $18,030 $8,900 $20,742 $20,950
Target Cash Reserves—Storm Water Fund
The projected cash balance in the storm water fund is shown in the following graph. The target
cash reserve is a base of$1 million dollars inflated over time and is maintained to provide
sufficient funds for future capital needs. The target cash amount approximates 6 months
operating expenses plus the cost of the next year's capital improvements. We expect capital
needs will grow as the state develops more regulatory requirements related to storm water
management.
5
/ - - -- ---- ---
Storm Sewer Fund Capital Cash Reserves
1,800,000
1,600,000 —
1,400,000 —
1,200,000 — .--
1,000,000 —
800,000 —
600,000 -
400,000 —
200,000 --
i
0 I I 1 taillimw I
2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026
I0 Target Working Capital °Projected Cash Balance
Sanitary Sewer System
Sanitary Sewer Capital Improvements
The capital improvement plans for the sanitary sewer funds are attached in Appendix C. Major
capital improvements include:
• Replacing sewer mains under street reconstruction projects.
• 2010 MUSA Sanitary Lift Station in 2018. We have assumed that half of this project cost
will be assessed,with assessments deferred for up to five years.
• Lower Bluff Creek Trunk Utility Improvements.
• TH 101 Improvements from Pioneer to Flying Cloud Drive.
• $200,000 per year indefinitely to address inflow and infiltration.
Sanitary Sewer Operating Expenses
The driving factor in setting sewer rates is the Metropolitan Council Environmental Services'
(MCES) disposal fee, which is the single biggest expense in the Sewer Fund. Early in the
decade the MCES charges were increasing rapidly, and the City was expecting to have to
increase its sewer rates accordingly. Our rate study from 2011, for example,projected 6%
and 7%annual rate increases. Fortunately,the MCES cost moderated, and even declined,
allowing the City to maintain more modest rate increases for the last several years.
The MCES has informed the City that 2017 charges are going to increase 7.2%. The
following chart shows the last five years of MCES charges plus the expected cost in 2017.
6
•
Year MCES Total %
.x Cost I _..-se
2011 $ 1,519,879 9.7%
2012 $ 1,506,629 -0.9%
2013 $ 1,398,891 -7.2%
—
2014 $ 1,451,000 3.7%
2015 $ 1,579,600 8.9%
2016 $ 1,436,872 -9.0%
I 2017 $ 1,540,900 7.2%
We have assumed future MCES charges will increase by an average of 4%per year. We are
also anticipating additional costs being allocated to the sewer fund beginning in 2018. Over
the next year staff intends to ensure that all utility related expenses, in particular IT costs,are
being borne by the utility funds. Utility funds are Enterprise Funds and are supposed to "pay
their own way"without any support from the General Fund or other sources.
Last year we recommended a 3.5%rate increase to city sewer rates in 2017 in response to the
decline in MCES charges. This year we are recommending a 4.25%annual increase to the
City's sewer rates in 2017 and annually thereafter. The proposed sewer rates are shown in the
following chart. The difference between a 3.5%and a 4.25%rate increase is .84 cents per
quarter for a customer using 26,000 gallons.
Quarterly Sewer Rates
2016 2017 2018 2019
Fixed Quarterly Fee
r(
(includes 6,000 gallons) 22.89 23.86 24.88 25.93
Usage Fee
per 1,000 gals over 6,000 gals) 4.48 4.67 4.87 5.08
The City of Chanhassen's sewer rates for a sample homeowner are compared to other
communities in the graphs below.
1
2016 Sewer Charges of Neighboring Communities
Assuming 26,000 Gallons per Quarter for Residential Users
$180.00
$180.00 I ■Base Fee •Usage Fee
$140.00
$120.00
$100.00
$80.00
$60.00 9
$40.00 — . - --
$0.00
n n = m rr� S 5
LIo 5 v o o a o c.
Ni �. m a
NN Q.
O O
O) -
7
2016 Sewer Charges for KFS Cities
Assuming 26,000 Gallons per Quarter for Residential Users
$180.00 -
■Base Fee Usage Fee
$160.00
$140.00 —
$120.00 — —
$100.00 — ---
$80.00
$60.00 -
—
$40.00 - — — -..
$20.00 - - ------ ---- - -- - -
$0.00 --- o o�—r — z'
E.; m n�i a '� m o m e,
oN 8
Z 0 3o
D j n m
m m y
Sanitary Sewer Hook-up Fees
Hook-up and platting fees are an important source of revenue needed to expand the sanitary
sewer system. The 2016 sewer hook-up and platting fees total $2,302 per residential unit. We
are recommending that sanitary sewer hook-up and platting fees increase 0% in 2017 and
beyond.
Target Cash Reserves —Sanitary Sewer Fund
Adequate cash reserves are needed to accommodate cash flow needs, fund emergency repairs,
and save for larger future capital projects. The projected cash balance for the Sanitary Sewer
Fund, as compared to the target cash reserve, is shown in the following graph. The target cash
reserve equals approximately $4 million increasing 2%annually.
Sewer Fund Capital Cash Reserves
6,000,000 –
5,000,000 – 1
4,000,000 – — __ — –
3,000,000 –
2,000,000 –
1,000,000 –
0 – I – i – I – I I I 1 I I – I I – I –
2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026
•Target Working Capital ['Projected Cash Balance
8
Water System
Water Capital Improvements and Bonding
Major capital improvement plans for the water fund include:
• West Water Treatment Plant. The treatment plant is estimated to cost$17 million with
construction commencing in 2017.
• Replacing water mains under street reconstruction projects.
• Oversizing costs to extend water main along TH101 and to the Lower Bluff Creek area.
• Painting of the Watertower Place in 2019.
• New wells in 2021, 2024, and 2027.
• Elevated Storage Tank in 2023.
Over the next ten years, operating costs are expected to make up 42%of the average annual costs
of the City's water system, as shown in the chart below.
Water System
Average Annual Costs 2017-2026
111N ■Operating
39% 42% E Existing Debt
Capital and Debt
19a111
The cost of the treatment plant is split with 50%paid by user charges and 50%paid with hook-
up fees. Based on conversations with the City Engineer,this allocation of costs is consistent
with the demand patterns created by growth of the community. All capital costs are inflated 4%
annually beginning in 2018.
The rate study anticipates the need to bond for a annual improvements in excess of$1 million.
The need to issue bonds depends upon many factors,and the City should annually review
whether it has sufficient cash to pay for capital improvements prior to issuing debt.
Proposed Water Rates
Over the next five years,the proposed water rates shown on the following chart are necessary to
meet future operating, capital and debt costs.
9
5.5% Annual Water Rate Increases
(Rate per thousand gallons)
.
Tier 1 (0-6,000 gallons) 1.16 1.22 1.29 1.36
Tier 2 (6,001-24,000 gallons) 2.32 2.45 2.58 2.73
Tier 3 (24,001-48,000 gallons) 2.90 3.06 3.23 3.41
Tier 4 (48,001-99,000 gallons) 3.37 3.55 3.75 3.95
Tier 5 (Over 99,000 gallons) 4.28 4.52 4.77 5.03
Different types of water customers are currently billed at different tiers:
• Single family residential customers are billed using all five tiers.
• Multifamily properties pay a flat rate per thousand gallons. The multifamily rate for
2016 is $2.32 per thousand gallons.
• Commercial customers are billed using Tiers 1 through 4 only.
• Irrigation meters are billed using all five tiers.
In addition to the usage charges above, the City of Chanhassen collects a fixed quarterly charge
of$8.43 per connection for the water utility. In 2017, the fixed quarterly charge is proposed to
increase the same rate as the usage charges resulting in a quarterly charge of$8.89.
The City of Chanhassen's water rates are competitive with both its neighboring communities and
KFS cities.
2016 Water Charges for Neighboring Communities
Assuming 26,000 Gallons per Quarter for Residential Users
$120.00 ---- ---- ----
Usage Fee
$100.00 -
■ Base Fee
$80.00 -
$60.00 .
$40.00
$20.00
CD cn
3 S -p S Q X 3 m- n
j j
o 0 D
NNCD m X
0
0D- 0SOO F CD "0D * N
J pcnj n 7- aD gc (D — aD
() CD a1 C). SD Q
m 7
10
I \
2016 Water Charges for KFS Cities
Assuming 26,000 Gallons per Quarter for Residential Users
$120.00
Usage Fee
$100.00 I Base Fee
$80.00 -
$60.00 - — I
$40.00 -- -
$20.00 r
$ - i. In jilLia.L1116v1
; cn
n r w
iv 5. O m-'D E co cfl G7 ?N 0 SD 7-
N o -8
� � v m m s � � A- o m
oNy �N a 0 ( o Za a) c m
rnS o m ym
\....... `D /
Water Hook-up Fees
Water platting and hook-up fees are an important source of revenue needed to expand the water
system and to pay for the second treatment plant.
Proposed Water Hook-up Fee per SAC Uni
2016 Fee $6,882
(Combined Platting and Hook-up Fee)
Proposed 2017 Fee $7,157
(Combined Platting and Hook-up Fee)
Amount Increase $ 275
Developers are concerned about the total cost of City fees associated with their development. In
this report we are recommending no increase to the sewer hook-up fees. Containing cost
increases in the other utilities will help lessen the impact on land developers of the proposed
water hook-up charges.
Target Cash Reserves for the Water Funds
The cash balance of a fund is a measure of its financial health and allows the City to respond to
unexpected events without imposing sudden rate increases. The following graph shows the
projected cash balances as measured against target cash reserves. The target reserve is equal to
six months' worth of operating costs plus 10%of accumulated depreciation.
11
Water Fund Capital Cash Reserves
8,000,000 — — —
7,000,000 — _
6,000,000 — — _ ----
5,000,000 —
4,000,000 - -
_x--
3,000,000 -
2,000,000 —
1,000,000 —
0 ` I I I f I 1 -I 6 i I i [ i --
2014
2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026
OTarget Working Capital DProjected Cash Balance
12
Putting It All Together: The Utility Bill
The chart below shows a utility bill for a sample of residential customers who use varying
amounts of water, assuming the treatment plant is constructed in 2017. Proposed hook-up fees
for a single family home are also shown.
Sample Water, Sewer and Storm Sewer Bills
ctual Proposed i
2016 2017 2018 2019 202
Average Quarterly Residential Bill
26,000 gallons water and 26,000 gallons
sewer
Water 62.95 66.41 70.06 73.92 77.98
Sewer 111.88 116.63 121.59 126.76 132.15
Storm 10.25 10.66 11.09 11.53 11.99
Total $185.08 $193.71 $202.74 $212.21 $222.12
Percent Increase 4.7% 4.7% 4.7% 4.7%
Amount Increase $8.63 $9.04 $9.46 $9.91
Sample Bill for Lower Water User
11,000 gallons water and 8,000 gallons
sewer
Water 26.99 28.47 30.04 31.69 33.44
Sewer 31.78 33.13 34.54 36.01 37.54
Storm 10.25 10.66 11.09 11.53 11.99
Total $69.02 $72.27 $75.67 $79.23 $82.96
Percent Increase 4.7% 4.7% 4.7% 4.7%
Amount Increase $3.25 $3.40 $3.56 $3.73
Sample Bill for Higher Water User
255,000 gallons water and 26,000 gallons sewer
Water 962.7 1,015.65 1,071.51 1,130.44 1,192.62
Sewer 111.88 116.63 121.59 126.76 132.15
Storm 10.25 10.66 11.09 11.53 11.99
Total $1,084.83 $1,142.94 $1,204.19 $1,268.73 $1,336.75
Percent Increase 5.4% 5.4% 5.4% 5.4%
Amount Increase $58.11 $61.24 $64.54 $68.02
Actual Proposed 1
2016 2017 2018 2019 2020
City Sewer Hook-up 2,302 2,302 2,302 2,302 2,302
Fees
City Water Hook-up 6 882 7,157 7,444 7,741 8,051
Fees
Total $9,184 $9,459 $9,746 $10,043 $10,353
Percent Increase 3.30% 3.00% 3.03% 3.06% 3.08%
13
Appendix A: Development Fee Comparison with KFS Cities
Comparison of 2016 Sewer,Water and Stormwater Development Fees for a Single Family Home
Assumes 1/3 net developable acres on the site and a 1"water meter
Sewer Subtotal Water
Water Stormwater* TOTAL Comments
(City SAC) and Sewer
Chanhassen 2016 $ 2,302 $ 6,882 $ 9,184 $ 2,667 $ 11,851
Chanhassen
Proposed 2017 $ 2,302 $ 7,157 $ 9,459 $ 2,693 $ 12,153
Chaska $ 4,377 $ 4,827 $ 9,204 $ 3,288 $ 12,492
Cottage Grove
(West Draw Area 2) $ 1,317 $ 2,256 $ 3,573 $ 2,320 $ 5,893
Elk River $ 4,750 $ 3,425 $ 8,175 $ 226 $ 8,401
Inver Grove Heights Storm water improvements are
(outside Northwest $ 1,848 $ 4,628 $ 6,475 $ - $ 6,475 paid for with storm water
Area) taxing districts.
Inver Grove Heights
(Northwest Area) $ 6,257 $ 6,183 $ 12,440 $ 3,995 $ 16,435
Lino Lakes $ 3,273 $ 4,319 $ 7,592 $ 2,105 $ 9,697
The City also charges$18,000
per plat for water and sewer
Prior Lake $ 1,775 $ 4,726 $ 6,500 $ 1,023 $ 7,523 connections($9,000-water
and$9,000-sewer)regardless
of number of units platted.
Rosemount $ 1,558 $ 4,342 $ 5,900 $ 3,058 $ 8,958
Savage $ 4,069 $ 4,893 $ 8,961 $ 4,530 $ 13,492
Shakopee
(County 83 Service $ 2,691 $ 6,104 $ 8,795 $ 2,701 $ 11,496
Area)
Single family homes that have
not paid trunk charges(i.e.,
Stillwater newly annexed or in-fill
(Phase III Annex Area) $ 2,857 $ 3,757 $ 6,614 $ 3,783 $ 10,397 development)are charged a
total of$7,932 for water and
sewer connection fees.
Average $ 3,161 $ 4,496 $ 7,657 $ 2,703 $ 10,115
14
Appendix B: Development Fee Comparison with Neighboring Cities
Comparison of 2016 Sewer,Water and Storrrmater Development Fees for a Single Family Hare
Assumes 1/3 net developable acres on the site and a 1"water meter
Sewer Water Water S nester* TOTA1. Comments
(GtySAC) and Sewer
Chanhassen 2016 $ 2,302 $ 6,882 $ 9,184 $ 2,667 $ 11,851
Chanhassen
Proposed 2017 $ 2,302 $ 7,157 $ 9,459 $ 2,693 $ 12,153
Chaska $ 4,377 $ 4,827 $ 9,204 $ 3,288 $ 12,492
Stormwater charges are
Eden Prairie $ 2,256 $ 3,901 $ 6,156 $ 6,156 permit fee based for
construction within a right of
way,for example.
Excelsior $ 1,000 $ 2,000 $ 3,000 $ 3,000
Minnetonka $ 997 $ 1,772 $ 2,769 $ 2,769
Shakopee
(County 83 Service $ 2,691 $ 6,104 $ 8„795 $ 2,701 $ 11,496
Area)
Shorewood $ 1,200 $ 10,000 $ 11,200 $ 11,200
Victoria $ 1,620 $ 5,380 $ 7,000 $ 12,632 $ 19,632
Average $ 2,020 $ 4„855 $ 6,875 $ 6,207 $ 9,535
15
Appendix C — Projections and Capital Improvement Plans
Storm Water Fund Projection
Storm Water Capital Improvement Plan
Sanitary Sewer Fund Projection
Sanitary Sewer Capital Improvement Plan
Water Fund Projection
Water Capital Improvement Plan
16
00 0 0 0 0 0 N N rO 0 CD CO CO el N NCS 0000000000) M CC
00)00000 7 CO 0O 7 10 CO M 7N CO 0))00 g CO 0
00N0000 7 0)M C) CA )0 CO 00) 10 N07
N 7 NN-CO M N N- 7 CO 0)CC) OD CO N U)N CO O CO N NN N
O r r 0) co 7 O N CO CO N 7 7NI
N OD 0) 0) CO M CO N 0 co 7 n,-
(1)
/
0 0 0 0 0 0 0 CO r 0)M O V N CO(O 0) N OD 0000000000 CO C4
00100000 O 00 CO 710 O N 7N. CO 0)M 0 CO 0
000 N 0000 M co 00 0)10 N-La O01 7 CDCO..7CD CO LLI
N 7 N—CO M N,— 0 0)0)0 co 1f) M 1()y7 M O co CC) N O 7
0 O 00)) 0)i (r+) N CO 1D CC)) NI CO M 7 n co.c
Nv
0 0 0 0 0 0 0 00 CD CO It
01-00 N- C N) CO 0)N 00000000 0 W
00100000 10N N-10 0O 81`7 3 0 V'O M O
O O N O O O O N O CO 0)n M C (O N V CO N M
N 7 N CO Ch N e- CO MMp C7 N) 1.C60p 0) 10 N) O) CO d'N W113111
N co O)'-N M V' coN CO 0 CO CO N) N 0
0 0 0 0 0 0 0 7 10 CO W .—0010 N CDU) r MCD 00000000 O CO CO
001000 00 0) CD C` O 0) 7r 0) Is 70 N
O O N O O O O M 11p0)p N n CO C D 0)7 O N Is N N 7 0) 00 10
N 7 N co M N 00) CO CO'W U)7 r N 0 7 0 OD V N M f0D
O
N 7 CO 0 CO N CO 0 CD M N V N
0 0 0 0 00 o N ,U)CD NO)OCO OD CO N 10000000000 010 C-. 7
00100000 CO e-0 0 CDN- 7CD r OD 100 CO CO 0)
MOON 0000 CO . 0)0 0)O N-7 ON N COO et CO 7 CO
N 7 N'—CO M N.- CO h N-M C') CD 10(OVp O) 0 CD CC) O CD CD
O r CD CO C'7 CO CON'Q CD M CO It ^ 10 N IO
N
UfU
p 0 0 0 0 0 0 0
7 et 10 CO O M C CO'Q O O 1�0 0 0 0 0 0 0 0 0 N N
O O 10 O O O O N 10 ,- 10 CD 0 0) I)O CO00 N CO
d. O O N 0 0 0 0 0 N- O 0)7 O(0 O C-.CO T 5 05O0ppp) O CO
N7 N�MMN O 000 W C7 N coCD ' .�-N7 O 3 n
0 M M N r
N
Car
0 0 0 0 0 0 0 — N-0 N- 0)co 0 N 0 CD 0) N 7000000 000010 F--- V
001000000 7 1010 710 CD N 0 CCD 10 N
00 N0000 r NM co. M7 OC') 0 N10'7 CO CO
Ki 7 N C)C)N.- N 10) 10 M 1()1() CO 0)1()U) Upp) O O
0 co N. co M 7 N CO IT CD CO M V 0
N
N
a r
C 0 0 0 0 00 0 N .co M ON OMf� CD 10 N O 0000000000 N-
D
D 0 0 10 0 0 0 0 10 In-DD CD In.(O 0 p CO CO 0 CCpp p
�- OON0000 r 7CDN (O 10 0)7 C000 7 NCOet M O A
3 N 7 N)e-CO CO N r CO CD 0 M 7 N W N CoCpp 0)co �M7{ U)
0 Is 0 M CO CO
/) N ,_ ei
M
E
O 00000 00 .- CD N CO 7 CO C)0)7 CO CO O O)N 000 00 0000.- O) N
85 001000 00 0 CC)V 0) 0) O N 7 O)0 0 N
0 O N 0 0 0 0 1n N 1()M 'U N co Y O 10 M 10 V M 0 N
7 N M CO N e- O M CO O CO 0) CD 10 O C0 M N-N CO co C0
0 m r co CO0CO CO CO at CCD CO f� CO (D
N
0000000 C- 000 CO h c,CO co (D 0)0000000000 CO ve
00100000 CO O (0 0) (0)d. O0) N COM 0 CV CC) N N
0O NOO OO N ON CO 100
7 N v C)CO N'— CC) CD CD N r OD 16 M 0)CD ui CO 0) 0
0 0) O.-O 0)CO M N 0) 0) N 7 CO
N N CD N- N N CO CO, CCD N CO CO 0
7
0 0 0'0 0 1D o 0 00000 CO co Co 000000000000 Co n
0 0 N 0 0 0 0 0 0 O 0 7 0 0 0 O N 10
Z' 0 0 CV O o O o (o CO 0) 01N 7 O CD N 0 0 v v N
Cg r v N MMN,- O 10(0 co CD 10 1/)N- O O N 10 (O N
CD Is
CD NM N Nr 0 .-07 N 07... N
��p r CD CO N N 0 M r...
T)
N
a
e 0 0 0 0 o co 5� O 0 0 0 0 0 CO C D CO 0 0 0 0 0 0 0 0 0 CO CO
001000$ co 250)0) ON ov ON., I QD o0o o - m
0 0 N 0 O
0,-CV N'-C✓)M N 7 N N N)O CV 10 0) M 7 0(: N
'CD 0 CO fCD'-r n 7 co N t0 0) CO CO N r CC
O N N CO CO N N CO CO. CD N v C-
m C pp Cp Cp �- p et 0)
O10 07) CD N CD N 0000(00 V4 CMO V CO CO 0)0 0000 n7 0 M CO CDM
00 N r NCOM rr ,-co O N 0)OW'-0 CO0 R 7 CO 7
Y N— 6 0O CD r 01 0 0) 0 0 0p M N Y). (p 0 1()
O N CD CD N N N CO .-CO 7 0(O N CO O)
N 10 CD CO N N CO CO CCD N 10 e- M CD N
r r C a-
0
CO 0 CO CO Nr 0CD0) 0)M O 0)r N 7000 CO0) O0 _N 7
O 10 CO CO CO co N CD CO N OD O)CO CO 0 CD CD CO C)
1 7 CO .-10 CD 0)COCDM N Is. 0 I.0)CO 7 N N CO 0 h
O CD(O co CJ N 1() N M M N 0)00 N N CO
0 O N M CD 7 CD N 0) 10 0 N- CO N CO CO
Q N r CO CD N CO CO et OD M V U) F " N
0CD h CO O r 0) 10 co pp r CO 0 M O O o CD N O O) CD
O O N CO 0 7 CD 0)Is 0) 10 O N It 0) 0) 0
M N 10 co. co 0) co.7 M co. v CO CD N 10 0 M co
0 O).-co C)r) U) O N M CD CO C- 00)co coNV O
O N CC) CCOO N co N CO CO. N- 7 '-CO CD n
N
C) d
y
Ili
CC N
0) y
y 03TO N CO
a.
v
Z as N c U w w u°)
•
grn°rn U rn m c y � 5 E
FP c m �
Cmw N Qci) D ` d y CC p�Ny i 0(D !- )0 y G
to C•E C O N� CLLE CCU) DC C) C CCONCL L a CC N 8 N. ED_ 0) > Ot y 9 t'O L 0) 9" ttY' uD > oUc '` G V Ed 22
d
CO o-gEOOX01C , 2A ` o Coc;° crncc2 ° co ' Ho aA
LU m mrnc °C- o)Nu= ° l0 Q mN .0 .0 On °'.CNyN Nwl0N ' 'nCl0CNd
, Ce '5. S E N N N U C C )U(q€r0 rnO(n 0.. N1OW day ov °C wC am ° y c0
O >' y N y N N N C A C N?i C0 , L�w t 8 N 'az O0y .S�) a.� m (� EO at' 0 C
�m > awuUm Oa���d~ O-a : 0�g�~ d o UwCD1-I-Ua(JF d c
U
ZZ Z w
N-NM7100rCO CO 0.-N M710 CO fs0D CA 0 N N CO N N CD N CO CO M CO M CO co7M CD ts CC')C0O N 07 TN7 CO 0)V V
R 0 0 0 0 0 0 0 0 0 CO OD CO 0)0 0 0 0) n n.-La
N CO
N m M 0 0(O O CO N tO tO CO
N f- N M 05 N N 0) V O N N V',.._:-
0N
pN; N w N 0 0 N 0) 0 0)0)
No CD La CO V La cD r M M O N
M N 0 0 0 0 0 0 0 0 N O0o 0 0'000 N 0 COL00 CC
co N- Meroo6 co - a, o,Met W
OM r Y) w N N CO N r et V N N
N --N CO -- )D to CO V 0 (D W M m CO.N
WI
V c N 0 0 0 0 0 0 0 m 00 co ,0 0 N Cl CO N 0
N co a V V M CO N 0 N N N C)
a N M 0)coCr M O M CO 1i N M
LO
N co'M N N V V Nd
•
N 0 N- r m 0 N N N V 0 O N 0Ill
coM 0 CO CO )D 0 CO CO,O co
- N r r r
O R 000000 a 0,V N La 0 0 N w 0 O co 0
V, V M co..N 0 0 0 1- N n N.-CO
N N N V'to N 0 N (O (O (D 0)w
p cO N N w co m (O CD CO O N
N v (O CO M O V N N Sr.Na,
e- N e-
w 0 00000 m a,CO COmaCO00 V et n �`)V
M N m n N 0 CO LO CO M 0 CO CO.0
N CO N O o h O N 0 O) 0
0 V N C)co N N V' 0) N N V
N M M(0 w a,V u) V N N co m
'0 r e- N .-
t
'p NN 0 0 0 0 O w N V O O M N N N M
of CO O V'w V CO M N co w m
aN co co, 03 0 0 0)0 N 0 O O N-N
N V N CO M N La N O b V V 0 co
N N )'-' a(VO La CO 000 W 01 M n O C)0
✓ N
m N 0 0 0 0 N CO(O 0 0 0 y7 a a V' N-
CO
M CO 0 0 CO 0 o CO O) m C N N-0(0
CV.‘- CO N 'La N CO0CONW. O 0 0 0)[
0 N w CO CO CV V' 0 —V N
N r M .-
C ,Zr. N 0 0 O N CO 0 N-000 1- 0) 0 0
J 0 c0 N O V O co O O O 0
LL c0 M t")La O CO N N co 0' c0
O
y NO W N N w(o M
N N N
N - r COw COw m LO .- N CO e- N V
E
oCO (- o {0{})La -0000 N r Nom
co
O co (H CV O CO V CO r n N M (VO
O N N N O)O(O V' N- (O N N N 0
0 M r 0 CO CV(O CO M V' 4- CO O O V V
N M .-
O N O m(0 w 0 N00 mj O O 00
O La CO N V N CO V (D O O V V
w 0 M V N O)0 N N (O m O)La O
5 O N N 0)N M CO 3 COV (OD CO0CO V
N N CO CO M v) 0: CO 0 0 O
✓ a o- t-e-
R 0 0 0 CD CO CO 0 N-0 0 0 P 0 0 0)0
CO 0 0 V'V 0 CO (0 CO 0 O)0 O
Z' ( O V O V <0 V' N 0 0 V V
coCNI.--
OO0NN co
Oco(0 0 NNOO
a
0 00 opo 0 1co co w000000 v) 0 0(O OJ
N V w 0 O N 0 co 0 O R V
O
0 0 . 0)N O O
'D N V -t00 CONN 0 0 n 0 0 0
co a
O 0 0 0 0 0 0 O V co 0La 0 O N O. (CI 00 0 O CO)00
N 10-N-O N V V' V 0 0 V V'
T
(00 N N O V 0 O O O O
O m c0 CO`-' N 0 O
N▪ v N
6 0 0 0 0 0 0 0 0 0 0)w c0 w 0 V V O O V 0
N
00 (0 —(O e- N 0 0.-La
O V O 6(O N N O(O M 6 O O CO CO
U O Ow)La W N et CO 00) co 0 O 00)
Q N V' .-
N 000000 O 00(0 N V'00 07 0 000
N C)0 m0 N CO r 0 0 0NCO
co (D V M 0 CO 0 M O 0 00)
M
N N O N N w O - O O O 0
OO CO N m La-(0V m CO ON 0 0 0)
N
a u m
".12.0oo >'(°NnincrI u� 000 a E c m a
c a N N N N N N N M M m co p C 01 10 ffi (0
C yr t 0 O W O 0 0) N f0 O N (0 co W V N 'V a L W
y0)j a'._. U s,,,,, T T T 5.s.S.s.T N C C C N Q U y C
CO .T-0, 43E0..0...0.0.
O) 43 C O La 0 0 0 0 0 0 0 0 C CO 0)U`'0''
y r C(� 0
N E a o 0) . -•F c c 0 D'�g
co T :°�OU2_;) o ) m1;2mdddv� C 1Cam v, ) (3 � _ 3'nd
.c 9 y y J J J J 0 J L N a'0 N N o C E (0 l0
c 2 U E'o-o J J J J J J J J J 5 w (^ a o c c E E a J m"
O 0 O LL w. LL NL a LL LL LL LL(L , U d C N N N N j E C 1,
LC)
n o)'o 2 266=6.6.7 ot3 c0050GC000 c rn2Y oc%° O)> m >v au.0 0v
L. Etc m d a a a a a a a a a a a a a m m t`rn O< E 3
O LL` Q 2222222222222 .5.-0-0-0-0 -'• o .� c =c o) o) v
.�`_ a J 0 0 0 0 0 0 0 0 0 0 0 0 0 o-o-o'o'o V 'o o Q)
U U o"a comm CO CO CO CO CO m CO CO mm m<<< <ZONc O(c F°O �Q O�
N CO O) 0 CV CO V co CO N CO 0 0 N CO V c0(D N CO 0 0 N CO V N 0 N CO 0)
V V V cO L0 co(O co co c0 LO c0 CO(D O 0 CO CO CO(D)0 CO CD N N N N N N N N N N
0 0 o 0 0 0 o r
O O U) 0 O N CO
0 O N O O N a CO
O co-'- U) O O. C-
O N ' N O U) N
N '- CO U)
,
O O O O O O 0 c CO et
0
0 O 0 N 0 O N d' CO W
U) O O '- U) O Ni
N- 0 N '- N 0 CO to
i
W
O O N 0 O N .d. N
✓ CO N 0•,--•
� N M
CO %IliV0 CD
0 0 0 N 0 0 N V V'
✓ 0 N '- N O C) CO
• N U)
0 O O 0 0 0 .W
0 O N 0 O N N
U) O '- U) O M
N- W '- N O N M
O O O O O O 0 N
0OO0 Oc CO
N N ‘3. CD
✓ 0 N '- N O CO N
N V' N
0 O O 0 0 CO
O O U) 0 U) 0 CO
O O N 0 N
W• W '- N r co'
✓ N
O O o O 0 0 o v
O O O N O N 'V' CO
✓ OU) N r N M NI
CV d'
O O O U) O O O 0 0 N
O O O N O O O N O
O U) O r U) U) O (D N
co N- (D s- N N V d'
CO CO
OO NOO eO ON
"1. 0)
. d N O O — U) O s- o
W N- LO N N r N U) 0) N
N- co 0 0 0 0 0 o n o N-
M O O O U) O O O O COM
CO O O O N O O O O CD 0 CD
N U) N CD '- N '- r CO N U)
(O CO CO
d' W V (O N U) N U) W W U) N M 'V 6) O r al
---U) r N N 0 M 0 o 0 o 0 o 0 o 0 U) o o
N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
,• aD (f) Fdaaaaari. daaaadaan. da
W W W d CO CO CO U)CO CO CO CO CO CO CO U)U) CO ln(n(n U)
15
C 'o
E pE n.
o) a E a)
aN
N N @ C E a)
Q O 4= i CL C
ca @ E a) N N C .N a)
yam. C >) -,5. _ .N N 'p (0 O E
Z C- O Q'N N > N N a) D O
d m Q E g ca u) o N o o.
w o wE > o a) a)a a) o- (2_c d) rn E
C w C rn J N O.a) (0 j a) C E C E a)
d W O C O o S. 0. O` C U (6 a) a) a) � CT ca a) a) 10 aan
N N N N .N p E a (a E J L CA co C > C . E Q) N
N fA > 61 W .0 [i ~ cc) s g 0 , c 3 .� 3 N m _jU p � U
co 3 Q. O N N .o c )1-) 3 j n. -- = -1 - o (01 ± 0 (7) ,,, 0 ,11'jj UCL U 0 10 E.
~-o � N UCO Nm >. Om cj a) aa)) E ~ N Ncc o U > p. a C 'a
O = _ rnC a'a:),
2 E L) U a`)conr >,_1 0 mV d y
Z_' O G c a C•Q Q E a Y w a C Y °� m 0 a�Y m 3 C7 A
4+ R N a, N O o 0 _3 O >a) Q.O N (-"2 L 2 -C (a 3 0 a)
000 U 65 0 C7 d Cn J J(n J m(n > d J d U H J J U U_ F Cl.
e 0 e o 0 0 0 o O 0 Co OO N Co C)0 0)et O CON 00000 00 Co U) et
N ON 00 000 N Ni 'C N- 0n 00)CC))N str 00) CO OM) CO 00)) 0 M
N Ni N.-Ti M N O 4 O rco' U)N O O 0)0) O U)N st N N CoN s0 a
O 0 Co 0)r r U)Co Co N V r U)
N co O N CO NN CAU) 01 Co N CO N
CO st V CO V CO
r r Ce
0 0 0 0 0 0 0 0 O) O 0)O CO N 0)co st C)N O CO N O O O O O O O O) W
U)OU)OO OOO CO C�O N sr Co co el O O Co 000 Co 0)
N 0 N 0 0 0 0 0 N Co Co 0 et r U)Co ot et N N 0) r 0) r Ni
owl
N?N s-et M N 0 et r Ni O N M MCD 0 CO 7 'C N O)0 N O
O O) M C) to 0 N U) N 0 0
N O C) co O C U) N 0)st et M N 0 N M I
Co 4N 4 r W
0 0 Seo 0 0 0 0 O O N 0 U)r Cp CO CO0 CO Cr,el 0 Nr0000000 10et 0) O
Ur N))0 U)0 0 0 0 0 N CO CO CO r N CO Co N 0 CD O 5- on
N0 N 0 0 0 0 0 OJ CO Co r O r N CO N el...CO 0) 0O CO CO Co
N et N.-et M N 0 et 0 4 R N Q Gr N O)Ni0)0 N coco n
0
O 0 0 0 coc0 st 7 M CoM t- CT
N C) r coOJ M 10 CO CO N 0 )N a CO N CO 0
U) M M N st CO
0 0 0 0 0 0 0 0 Co 0 0)O N 5- 0)CO 0)O.- 0)CD N) •C Co 0 0 0 0 0 0 0 O r N O
U)O U)00 000 et et 0O sr CD MM CO OD 100 0U) r Ni
N ON 00 000 U) U) r Car r Co Co sr C) N 00 U)CC) N CO
cci et N.-st MN0' 6 ? COO r0)r r C)M Co O)CO r Co 00
o r Co co r r et N 0 et U)CO 0) V'U) CO R et e-
N N- U) U) r O N C) Co N co 01
U) Co Co N st N
0 0 0 0 0 0 0 0 r O N0 CO 10 r Co pp CCDp U) 0) CO r-co OO M 0000 C)(o 0) co
1001000000 r N Co N CO M CON Co 00 N OD N sN
NON 00000 U) 'et sr co. or ra U) st at O COO U) 0) 0 Co
N sr N.-et CO NO sr m M ' COI CAU)M 0>c��•• O NCO N Ni O
p co st �tn r�00)).5-T C) �M V0 N r
N
• co co -
4
0 0*o 0 0 0 o CO 0 N 0 r D) r r O Co CO O) N) N Co O O e 0 0 0 0 O'R CO N:
50 U)0 U)00000 C0 CO 0 CO 0O r r C)0 0 T r 1�
N N ON 00000 V CO CO N- NOD rro a M U) S-0 U) t0 Co Co
0 N4N,-sT MNO4 r Ni NU) 0)I.Y Oi O) st OO D) r.
p U) co CO CO et r N CI 10 co Co U)U) O 0 0)
'0^N O Ni M r c0 0)0) U) CO V' 00
a CO Co> c� 5- N) 6
0 0****e* ' 000 CO 0) CO 0)N CO CO 0)C) O r Co 0000000 0s- 0, Co
U)0 U)00000 C0 O) CO r 0)CO M st OJ MO O
N O N 0 0 0 O O r N- s-0) U)CO CON N 'CO r r CD O 0 co r co
CSN st N s-sN'M N O st N N O N00 U) 0)O r a0 CO NJ U) N
0 U) sr CO N 0)st 0 C0 U) � Co N 0) etu) O 0)N N NOD CO r- 0)CO - R
CD M Co - CoM CO
0 0* 0 0 0 0 co 060sCOM0)CO C) r M 000000 O M V
U)0 U)0p 0 0 0 0 r C) 0)U)0 r R0) U) 0 0 CD et
N 0 N 00000 N- U) U) O)0)C)W N) .-N N. 0)0 r 0 r.
N el.el 'N C)NOst 0) O O CD stC )t0u 0)co r NCO .M... O r Ni
N. O rro CO et MrN) N N et U) 0 N Co
,0
C
N v O O CO 1.-:.r- 0)r 0 Co et el Ni
C CD CC N) .- co
r
LL
d o 0 0 0 0 0 0 o CO 00000 r0)r 0)O 0)N N r-OD 00 M 0000 00 g 00
d U)O U)co co O O O 4 r CO 0 a M CO N 1---0 Co j�
Cn N 0 N 0 0 0 0 O r 0 Co sr.0 CD CO N v N- O) O O CO Ni CO 1�
m RN.st MNO st O) r CoU) CA U)CO Mr C). CC) 'C(O N) 0 O> W
0 Co r r U) CO Y CO N-^ 0 U] U) o U) r
N r co C) CO CO 0 CO CO Co CO N el'
CO N N - Co Co
0 0 e***** 00)000) sFCD 0).1. 0)N M C)M 00 CO0000 O_ CC) O) CV
V
1001000000 CO CO 0 CO NCO M 0 0 r 00 U)
N 0 Ni 00000 .- Co U) CO U)CD CoCOr r CO et 0 sr N
et N.-et CO N O et i_C 'et N M_ V_Tr CV O M 0 MN l0 R r 4 N
0 10 r Co e0 0 CO U) aD N N 0 r M
N O r 0 CO CO.- C)U) co M sr N.. r
R N N Co CC
�, a o 0 0 0 o r 0 M 0 0 M 0 0 0 0 0 O)0) C 0 0 0 0 0 0 0 0 0 0 0 o C O
W 1.000 N 00 0 0 c 0 st 00 000 r 00 r M W
0 N 0 0 0 CO N O CO CO 0)r N et.0 0 CO
C I�V N.-sT M CV r r U)N CMChO M C OC CoM O O O O U) a M of
EO Lc,
CMO rr U')�05-.- Oe.N) CCO et 03
et N 0
N
r V V h t:
O. .- ,-
e o C*Co Cd0 0 00000 oO C)0) 0) 000000000 00 0 r
100 O N O 0 O N p O O O S S O O O r Co pp JD O
O O 1n Co st N et..N N 0 0 N CO U) CO CO
C),MN.-MM N O 6 r-:r-: h:(6 O)O ON W OO .-N U) cs r.
'E O sr 0 r r N'7 CO t0 N U)et CO •-CO Co CO Co
m N sC U) U) •C et r 0) 0 Co co ._. Ni
r Ni Ni M ,
0 0 o 0 N 0 N sr 00 N O N 0)C0) 0 0s-O U)Cn0 0 MO Cf) CS
8 N O O CO vv Nr CODS C0 s00p0 p'pJD 'CCD N NOO NO')pOD. N- pNg
0 st r- N OO) V r N 0)M CCDD CO 5- N O) CO LL Co cc;
CO M Co O N 5-O 0 2
N U) st U) Co 1n N.- 0)N v CO 10 CO O
✓ CV N Co te
U) 0 U)0 CO CO N0)CO N O)CO Co co N V Co N')N-OO CO sr sr
CO r 0 r 0) CO N.g. C0 0) M O)Co U)O U) r 10 co
1 sr Ni r t-et co.OO NO) NN CO M 000 CO U) NU) s-U) N O
O O CO N C) Csr V O N O O) 0)NI U)6 CO Cd U)1: h O O of
150 N 0) Co u) Co co CO 0 10 0 0) V 0 Co N CO CO CCD W
Q N CO CO et Co et N O) CCD sr v N CO CO
I,: Ni Ni CO. IS
U) 0000 CD .-0).-031,- MO) C`) et 0Co 00ra NM 0 Co
CO 0 N U) CO r O) O) CO 0) 0)Co 0 Co Cp et N Co
co CO U) U)0 V Co Co CD CD N Co r r Co r CO U) st CO Ni
Ni Ci OO Co MONU) COC st vsr NN- U)N N-O g s
O 0) 0) U)U) N U)0)r e- CO OD CO 0)V.} N t0
N N N M Co CO.CO. 0) N) .z..M 0 CCD CO
O N N ,- M n
5flf
N
C)ro N N
N CO y Co
— 10
CC
C W N y a CO . C
Z v o y 3 to P g 2 V 15 m 'h' $
E-2
fa •E U ° mSS ° n �) c 0 C COfa dcc m _a a
N EDZr,c2 co E. $: 5 U i c rn 10
rn
O
LO . 0 U •NCtVEyC ` ra
CO n CV N- C ' .E0HCCU VO d O
N
t O O O C N L 1 co a w y N C c OCO OO8Nw W C N c )r _ 0dNNNCCN g 03 0(0 '43 00 CTWU C,/)UO0. NE y 0 C in 0 w a ONC y c
om..0 CECCCc € copC.0ndadO `_ a cl CCr ?'cCCocgN U C
.p-
z.)_ Y > waiaaicW rn m� 3dFNg0w$ dudaFo Oo >U-c�� -6mLILUavaocc
U g. QD2 �fnla Q O� cp °Xre c Um oDzzI- 9
z
w
�N M st U)CO r CO 0)Os-N M'U)CO r O C)0 NM st N CO r CD C)O NM st U)COr 0)0 NM U)
N N N N N N N N N N M CO M M M CO M M CO M st V R'C 'C C
O 00000Ro(000000 oho co v)oon a co co cor
;:--
co o V a CO CO w 0 CO N N N 0
O V O N O V O CO CO M n O N CO 0)
r O CA O O N M M N N N M M 6.
N C) M V N N CO CD V CO(D V)(D N
NN
V MO(00 co. � �� y
✓ V N CON V
CC
N o 0 0 0 0 r O N O O O O O 000 M O O a0 0 n r cD o O W
V O V V O co O V 0) CO M 0 V 0)
O O V O V N V O)M N N N CD N CO
N M 0) n V 0 c0 Ti (fi O N(O N N
p N O) M CO (n N V 0 Cl(0 CO V UD T
N N M V O(0 O V co (0 N 0 V +
a a ( 0 V
N )0 ' W
- o 0 0 0 0 0 o a 000 o N CCV O V 0 0 m co N UO-o
O V N)N N N V' O—N.4.o N
N N V O) co V CO a V N co V V.
N O) N V LO M N r n tD O N r N
0
0 N O M LO N N CO N M 01 W r M M O
N V N O)V O CO N M 0 V.-O)M 3D
Ci v a (D NM V,V
M O O O O O n O CO O O 0 N N O r V O O N 0 N N V N N
O) O V V m N V 0) N N LO CO CO 6,
V V V 0? M N V(n CO a- 00 V N•-e-6.
(V Uj O a N m O N CO CO-V r N V
p (O Q, M O N'Q O) (0 0 r M(O
(V (0 N CO V O c0 0 0) D) '1 O N J0)OJ
N) co" N N M V,N
UJ O O O O O r O N O O U) 0(000010 CO V "r(O N
0 V 0 N CO(0 V V N) CO V CO
r V C) N h O V CO N M N COM N M CO
0) r O CV O V C
o N UJ O )N W a co-UO -
O) J COM (0 O CM N O CO V n r V V 3D
(V M N W co co,V N co n M 0)N 0 CO
Ci te-
CI N N N V M
O O O O O O r O N O V CO Cr)V O O O V n N O O V N
V (0 0 V 0 0)N Co N N- CD O N N
d N O V; co O co co V CO V N N M M N U)
U(V co; O) N Lei 0V'i V O r 00 N O)O a
(U O O) N c0 CD NOJ 0 O) N V 0 4
'E N (D O N C)V O CO CO N 00(0 CO
a V v " M ^ N N V co-
co O O O o O n O 0 CO O 0) O 0 0 V 0 N N(O V c')
✓ O O O i0 r to 00 O) N n N CO O O
N O V O O O V n Co M V V V•-'M
N Ch O N O r O) W N n N(O N N
(5 V O O) (D C0 CO N 0 C7 N 4 CO CO N
(V N CO v O)V N 0 0 NN 0
N N M V t0 N N V V
O O O O O N- O V r o M r O O N V V N O N m
N 0 0 CO NV N CD CO N CO CO V
O O v N 0NMNN 0) n covmrn C
CV 0) N N r O O M O N N O V O I-
N C) (D CO N N 0 N CD CD C)(D N
'O N N CO 0 CO V N. CO N 004000
C Ci M (0 N N V N ,.
7
LL
O V 0 0 0 0 0 O co N O)N Vo O V CO 0 V N V N
N O O co- V N CO n N V CO CO 0
M o N CO 4 N CO0 n N N'O
O
O N (0 N OO M N 0) O)V NO
0 N O (O N N N O O M n 000 M V
(u M N O O M N co V 0)N M N N
M y M O N V N
O 0 O O O or-50).4-60Q CO N n N CO 0
N- On U)(O O V N N CO dCO N'O
O0N N (p O n N (O o Nw W N CD 6
N (0 (0 CO N 0 N CO O 0)N CO
N N V(O O V c0 N n O)V Ni N N
a} M CG .-N V M
co O O O O CO(D O O UJ O O M; < O O O CO V
co O a-N M CO O c0 O(O CO O V
M O "N V O CO n V CO O r COC r--
t-
EN m °°'v n v 0o-(OUo ((0 (n(0 n (D
-(V 0 V O O V O V O 00 V N V N
L' V V N- N V Ti
Li
0 000000 0 0rn'N0oo r o 0 CO CO 101-WI-vo)
m o o el allo CO MNN)o
CO, N O UJ O N N N' r 01(0 co(0 O
'O p N (D M 0 N WN M O V N
3 N r V N O CO CO a N t0 N a7 V V
m Ti- V n ,N co V
N 0 0 0 0 0 0 O CQ co co a N O O CO CD CO CO V CO V
M O o N (OO M M CO: 03 0)r r CO
N CO O CO V V N.CO CO CO CII h r CO CO 0
Lai o7 O O O O O 0 10O O'—N
`o N CO CO CO N"CO 0, (CVV V 1—N N 0)
N N V r C)(O COM... V V n N O)V V
✓ V' n '-N N V
N
000000 O O UJ O V N 00 O W T.. CO V N CO CD
M 0N N 00 n V 0 N01.-40,
W V N N CO CO N N O O CO O N CO'CO N
P. N NN Oa 0)M O. 00 h V 000
C,0 r NO N CO M v M 0) (C,-N CO CO
Q N N) M CD O CO 4 O, V 10 CD.-I V CO
V V n ,-N M V'
CO 0 0 0 0 0 0 0 CO PO c0 CO O N O co co to 7 co co co
M N OO N N N V N N M N O N N
0 n V(D O O(o N 00 M N O N N
5 0 CO CO M N O N Y) CO N N- N
N M".O N v N CO CD 0 O O CO M
4 L- V' n N M V'
en U "L
'E'
O°p T co N iO iO N 0 0 0 I E C C w0
0 N N N N N N N N CO M to 5' O(O T16 8
N
2 w t O O o `o N N CO 0 co 0 co co
0.1
N y N V
C N ` T o T>.�.�.T>.T>. N�. n O a 0 t0 o to Y
N :,27-5 O C O M 0 0 0 0 0 0 0 0 v O to U y C (� p
U) E a o`- ' rn - S a= y-o y 1°.
3
:9 a;0 U m m m a) d m d m a) d C c.m% o m . a'a, 0 a a)
Liv -o m c w y 3 > > > > > > >x t° d o.'o a CC) m w m E (0 `m
O 3 U E'o'o5555555555 w (0ca8Cc1.
L(� O O O LL LL LL 11 LL LL LL LL LL LL U p."00 C W.O y N j E C
f',., C ?I.;
O C O O Y C« m N (C 0)d N U'C O
U c m v n.a`aaaaaa3aaaaa •E co m a, I0 c c c, 0< E 3j
0
T LL O C C C c C C 0.0 C 0 C C C -000'O U n C L C m C m
0 0 0 0 0 0 0 0 0 0 0 0 0 co-0-o V'O d 'O V o N
U -a a m m co m m m CO m m CO CO m CO m¢<< <Z 0 C 0 C LLI 111 Fm o Im Q 0
N C0 0)O N M V N(0 N UO O O N M V N CO N N M O" NCO V N CO x 00 0
V V 4 0 N 0 0 0 N 0 0 N 0 0 CO 0 0 CO CD 0 0 CO CO r r r N N N N r r r
00 00 00 )O 0 00) oo Cr
0 0 0 0 0 0 0 0 V' O O
CO00 000) 0 00 0d 0) ��//��
N .0)O N Co )O 0 00 0) 0 N Y♦
N M �t N N N U) N /Z
W
0 0 0 0 0 0 O 0 O N 0 o N
0 0 0 0 0 0 CO 0 0 CD 0 "Cr
0 0 0 0 0 0 M 0 O (D O OI
O(h O U) O co Co 0 O CoV' M
NN N M V' N 0 N M Ir
"
O O O O O O K) O O V' o T
O O 0W o
O O 0 0 O N• OV
)O
O M O N O CO F O O M Co
N N v- r 0 N N N M'
0 0 0 0 0 O N- 0 0 (0 0 o M
0 0 0 0 0 0 0 0 0 CO O 0)
0 0 0 0 0 0 M 0 0 O V' V
0 M O N O CO I() O 0 CO- CO CO
N UO N .- 00 0 0 (0 0 CD
N M 'Q N N N U) CD
0 0 0 0 0 0 'Cr 0 0 V' 0 o CO
0 0 0 0 0 O U) 0 0 CD O
0 0 0 0 o O CO 0 0 0 O V' h
o M o ui o Co cm o o M Co 0)
N LO N .- 0 CO 0 0 N 0 CO
- '- N N N CO CO
0 0 0 0 0 0 0) 0 0 0 o 0
0 0 0 0 0 0 N 0 0 M O CD
0 0 0 0 0 0 N 0 O M O V O
O M O N O Co Cr- O O M Co CO
N )O N s- 0 N• 0 0 V' 0
N M M N N N N CO
0 0 0 0 O N 0 0 0 N• 0 - M
O 0 0 0 0 M 0 O 0 0 N•
0 O 0 0 0 CO 0 0 O h O N
M M o U V' M O O O0) M
0) in N N 0 0 0 0 M N V
• N N CO O M 1O
N N N N-
0 0 0 0 O N 0 0 CO 0 o 0
0 0 0 0 0 d' 0 0 h O N
c 0 0 0 N (D 0 co 0) N V' c0
aJ M O co- N V' O O d' N 0)
tO N 0) M 0 0 N 0) LO
N N CO N N N V M
0 0 0 0 0 V• 0 0 0 0 0- V
0 0 0 0 0 CO 0 0 O N0 N
O O 0 0 O CO 0 0 O N O vt M
Co M O 6 (0 M O O O N- CD
.- lO N 0) 0 0 CD N N V CO
(- N N- W 0 0
0 0 0 0 0 0 O 0 0 0 0 0 o 0
0 0 0 0 0 O N 0 0 0 0 O N
0 0 O O O O h 0 0 0 0 O N.
M O 0 0 0 M tD O O O <D M N
N N N M N CO0 ) r '1' N
0 0 CO 0 0 00 00 0 0 0 0 0 CO c CO
0 0 CO 0 0 CO CO 0 0 0 0 0 CO CO
O O CO 0 0 M M 0 0 O O O M O M
V co- M O O O O O U) O )O )O )O N
CO N N 0) 0) 0 N- U1 N N
N N N N M M CD CD
C. N M
N M0 NU) NN NNNM00 - - — 0000 - 000000
IL
WWWWW ((nc(nV�)UwWW cou) u)co uu))
-0 o
2
c Q
w w V)
N aci a U
_c
C-O•
o) W)) rn U
2 > 'N O O C
Q C 2 C a) _0 O o O 0Z O c hi
O@ C ,4 > = C')m c
- .0 co m a3W N U+.' C oo m ° ,° o
COyK = N N ,, 0 @ n,'- C �-E O N~ @ U N F- O V O O
s N o cyi 0) m OCD o ° ID m O U E @ (� U O a
C � 2 0 o a > o - 00 . @ N(n ocn c u
O 0) Q H i J CD V N u) O a N C.N w (/) (' y U d J m O N O is a
In £ 3 F O L N a3i aY 3 aO O c ¢ c a.•ao o -w °)
U z+- Q aaou) J E� a) @ O ou) = 2 2 E ' @ 0. O- @
O (6 !C a .0p E . � ,Q Nu)U « a mem I- -. v) U cu U C .
• • 11 Cr m >, •52 CO 0 D o G) O m < C '- O E O d w
c ° E L C = C C Q c u w d m o 0 3 o 0 n , ,a A 2 .- :9
cam . rn C ,_ @ v @@ (� @@ = 7 o O - N 2 D n 7 O a) O
6 0) 0 0 J Q D U J u) u) u) 2 > u_ co 1E E NJ2DF- (n u_ En 12 F- dF-
0 0 oe oeo 0 oN M O O er CO U 0 0 h h O CO h CO N o 0 0 0 0 0 O h CO U
0O O OOOO O 0) h CO N N000 0 0) 0) OO O 0
U 000000 CO r M r M OOCO.N CO. OO COU) N 0 CO
N U N N CO CO N CO h N CS)
0) M N r ON CO 0) O CO - V
O 6
Ne- 00h
/A
N 0 N N LL M" N N U O o 0
o _ c‘i oCC
V
0 o ae aeo 0 o N 0000 U)0000).- 0) 0) N M 0 U)O 0000 O 0 N W
0060060 co m h CO U) 0 4 0 0)U U CO 0
O NC)0 1 0 0 0 0 N f� M N N 0)N O 0 '7 0) O h h O CO
N U N e-M CO N CO M U) O)U O N N-N C')ANNOO INNOO CO N()CO. CO e NUUp M N T
O f00 Ch.00. CO W N CO NOM NOD 00) h l0 l0 NO(f i
LIS e-el .- N 4 W
O o 000 0 0 N 0) t-et C�O Oh N .o M Nn 0000 CD CO 0)
e-
00,00000 h O U N O NCO N M U)N M h h N co O g
U O N O O o 0 Y O) CO ..-..U) o e-1 N NL- CO CO N 7
N U Ne-M P)N et CO d' M N 0)U M O O h 6 0) 6 111,
O U) CO UO). OM)M 4 M.-to N co h U1 N f0
N
Nj V CO e-VS e- e- N Ui
0 3e oe 0 0 0 o co 0 0 0 co CO Op O U O O o 0 o M 0 0 0 0 0 O CO NO n
a,00.00. h co CO CO CO O)O h M M CO CO h U
.0 U O N O O O O co co U)N CO Of h 0 CO N 0 0 O N W O V
N U Ne-M CO N CO N h Me- O O O N U)U o UA hN N O N
N CO CO U) 0)DN) CO COO-NU)r CCC CO OCO U) M
O N
• V CO . M N C
et
0 0 3eoeo 0 0 cp —000C�O0�t CO 0p U)NOv2io000 o v 0
O O U 0 0 0 0 M h 0 CON M 0)N O O O h W N N M N-
0 0) h O MU gCN 0) N- OO CO.O CO el C)
N UN.-MMN7 h M O V' 4'N •CON L6 M co-h co U N
O co co 4 h O N c0 N N U h O U COM N CO N
N CO 0) 0 CO M et 07 U)
.- CO CO V_ V_ co. N
M M CO .M r
V
V
a°a°ae3e o o o U 00000 OOO Uv O v N 000 U 00000 0 0) O
0
h e-
N 0000000 CO CO O) h 0 O O N-U)N h CO h CO N O M
N U0 N O 0.0 0 .- o U N C)0 e- Y r O CO U) 0)
NUC) M U)N VM co O O D')O U N qv U N CO O CO N h
O S U U U U M U h O) co co
'Q N CO N- co CO M a 07e-U)O N M
a M C') C) ..-M M
0 0 oeo 0 0 0 U) V o o O co 0)010 hc0 M NO NNOo C'O O O O oc0 o U
00U0000 rn CO 0 co U)0 COU U)U) h CO P. N. CO CO CO
U O N 0 O.0 0 N N. M O U 0 CO he-U U) K co N N
N U N—M U)N4 05 CO U6 M 0 O M CO U U CO co O) CO c0 O 0 g
N
O NOO 'CO DMO M R M'M U) 0p U M cV N OD
OM c+) .-M s M
co
0 o aeaeaeo o O CO 00 U 000)COU 0 COe-O V 0000 o CO CO U)
9
0 0 0 U 0 O o O CO CO U 0)M CO CO 0)LO 0 CO CO hU) (") CO 0)
o U o N 0 0 0 c+) 0) O O N O) M O M.—N U CO.' co.0) U O) N
tl N U N. -M M N 7 O h N O O)M U U) U O O) O) UCO N N M
0 0 0 N 0),-U)0 .U_. h 0 c O CO O
N
N N N M COM CO N e-U)U N L— e— CO
E
M M M .-M O
M
0 0 eaeo 0 o O 0)0000) O) 0 M0 N CO h0)0 NO 00000 O CO O
0 0 U 0 0 0 0 h 0) U V n 0 0 CO NO U)CO O) M 0) l0 CO 10 CO CO
O U O N 0 0 0 0 O Ch O N`0) O . . V' O) M N U CO CO M
O N—C 7 M N4 N No N U h M O CO U O M M 0 U h h C
0 MN M COU 0) CO U O 0) h N CO 0 o V
D., CO .-N h N K N'—UCO
A
N 0) 1h
M M M —M ^ v M
Seo Ee Eeo 0 oh00 h ee}}000)o0 N NA et0U000000 ON- h CO
0O 60000 N M 0 co CO N h 006 0) U CO co h CO U h
U O N 0 0 0 0 0) M U CO CO 0) O CO N CO N h N- co
UN.-COMN'p 0 h h V' NN OOU]UN 0) NM
O CO N h CO 0) 0 h 0 U h N CO N M
N N- W 0 h N CO N U CO M h V
M N M M
0 0 oe e o 0 o CC N O O p N 0 0 0 0 0 0 O) o U 0 0 0 0 0 0 O N
O O U 0 0 0 0 M 0 O 0 0 0 U U O 0 co O CO 0) co N
CO UON0000 co. CO0 O0 co.CO MOo.-O CO ON O CO O 0)
C h U)N—M M N V DN Nn h Nco 0)0 O U DD .- 6c6 to O) M N O
E O 0 N .N-00)) c00 CO M N O UC N v U N CO CO CO r•--
11.'
y N M
CO N N CO CO
a p Q p p pp p
0 0 3e 0 o U) 00000 00000 1!) N 0000(O 0 CO NO)
0 0 0 0 0 0 0
NU O N 0 0 0 U V O o o N h DUU U U 0 0 O O M CO
m 0 h N.-M C+)N 6 N6 Nn to , CO V U tri CO 0 O U� N O U) 60
co O M O O N U V' 0 011-- N CO h O
0 O O h CO CO N U V U N M
CO 2 N oi —M N
3e < N00'Ct O a 00)M CO N M0)O MN-0UU)OM UO CO 0
O co &) O) O)O u70U Uh 0) UU N-O O MO O)N M U
O N h O h 0) U)'Q O)h .-0 0 OM ONOC CO CO
U co .— M N NUS CO r 0) N-h U CO 0) U N U N N-0)r.-0)h 0) O N
p iiO COO CO 00 U.- O UD et e-h NNO O N N M
N CO CO U M CO N U).- U... `�V O 0
CN, N N e-CO M
M
CO 0)0000 M CNONCO OM O OOUCN 00)0)0 COO co CO
O O U O CO h h 0)o N 0) h N Of CO co
N V N CO CO M O N N U CO N CO tel o N R Y O N h 0
00 COaaN NN.h N O h O) CO N O O U7 O O O h M
N
U OS4- 1.-
<
QN U) U U N Lt N R O el I.-O) ^U O CO
MN N —Mv M
U M O O O)N Ne-00)C0 CON O U h h CO O O DO O N 007 N� CO
O U) N O h 0 CO W 0)0)0) h CO CO CO h 0) co
co 0)o N CO N N 'R U CO U CON co h O)U N M U O N
CO CO O O N W CO 0) .- CO h— CO CY)M N .6 0 M
p co M OO UN ON CO �1l') 0000 et CM 0) h
N CO .-O UN 0)N U)U N-.. N U)CCO u7 N CO U
• N N e-M ' M
07
H
O N N
m y
0 C N
O C d , Q' U
N
Z C la C C V N a1 N
C N N N a) N N C d
2 c C To y m Nn c d Q. E �`o m d c
N U a W
O E V W d N N d 0) E N w C))), 0) e t N a r d ,
NA ,9.$.a) O O d y a N m N Li N.U.C lL C E p)W E. N U V+ C y
c = cr8rtr9u 10 > 2U�`t'D n2v c"= o
iEc' 'o
0225Ec ° cv
'o 'alS a A
V� c a) „d°s c mio0r y0 cpm c°) . wuc, mai) 8rncd=1ycnsc ami c
O ayf, c cc can c 10" € cc m )°n„c 2 °).o.fg ao Oo1o :,g °)'o F, �o•°c ao c
Z. :: > m cpxD aa)px) 0Qx c w •5, d co y o y a, Tel U w m u a,,2 c E U ix 0 H hoot v-H 'o
f> > �� LL NL LUQ n o3<n<na 8.a. 20� co ZZ z w
vNtel V'UOh 0010 04M CO UO hOO N N N co CO N co N co N M M M M CO PU)CID
M M Ch U))V.4 V CO CO V O
0 0000)0 CD 0 V U)N cO 0 CO r c0 n 0o n 0 H (0 n0
n 00 ill M cn n N CO N.0000 a 0 .0 O)CO Oto
0) 0 0 er 0 0 co O v v er CO uD CO O 00 n LO CO O n
N 7 O On o u) M 4 N of oO sr: et CO 1n of eT V ,A
o co oo co N ncococo NN a co0O ei n CO CO 0)n n O Y,
N 0) n 0 CN M O CO N CO 0 c0 CO O O co c0 n O N
M.. NJ c0 a-r v n. 0 e V In n a- CC
✓ 0 0 0 0)O C0 0 et Nur N u) O N O co.0 O CO N CO 0_CO CO O) la
V 0 cO M 1nnN COO MO�NN. 0 N CO N.
M N 0 et O) O co 0)p et 0 M n CO O.0 CO CO
co N O N N 01')ef u) N CO N U)O r OcO U) N T
o - 0 co n n CO CD c0 CO N M CO U)CO 0 It M CO u) +
N n Cn 0 NJ CO et CO N O 0)V)uD M .0 u) NI
«V 0 a ,-�66.- W
c0 0 0.0,00.4-N) CO N'- 0 O CO CO O O N CO N N
W 0 u1 M til 0nN 0 COM'-M0 M v 0OMMO
✓ O eT 0? O up et O CO N N CO O O CO O CO e7
LO
N n O n O CO n•) cO00r O u) OO of of u)10
111151
0 O co n n OD CD CD of 0 CD 0 0 CO 0 r N 0)CO CO
co 0 0 O NJ N)a-.0 CO n.. nnCO 0 cn 0 0 rNM 0 0
N N v v N 1.-r M CO 6 "ei V)CO
Q) o o o 5 o CD O Q u)N p O of 0 0 0 N 0 0 0 0 0
O oM010O tO n M CO COQ
V, M O O .0 OM)_ 0 CO.0N)_ 0 CO 0 GGGGG0 M c0 .0 0 CO V c0 N
CO u) O O n N O0 O V CS u0 N O 4 CO 7 N=0)
O N 0 0 M Nn OCD N0 CO cnN CO 0 N CO Na-0 CO
co CO c0 c0 0 r co a-sr N N 0 u)0 n' co 0 a-N n'
M r a- a- ..! N a-r v Y) a r 7 05 6
sr
m 00050'004'5 N 0 `V CO 0 0 0 10 0 0 N
O 0 0 u) CO U)N 0 0 0 1N CO 0 n CO CO O N
M O 0 0 er 0) o CO v) CO n r cD et CO M O)CO n CO 0
N 10 o o N cn N a c'i v) o of N N:oo co V co
0 n 00 CO Nn CO u) CO00 CO CO 0 NI N CON O N
N 0 CO O N 0) CO'U NV:CO N N 0 CO 0 N..-
✓ C) of r NJ u) s- ..N)6 u)
5 O 0 0 0 cD 0 R n ID N CO CO 0 0 0 ID ID 0(0 0 N-
N) 0 u) CO u) CO 0)n 0 N� O M Mu)W 0 c0
CD O 7 0) co co r- co O CO co pO N
ON '? et co, N N ' NN W CO CO NI CO CO CO
0. veF r r.NJ 'st M M 71
�=
n 00000 CO CO M0 CD n00 CD N a7 CO CO COO
CO 0 0 u) M V IS n`CD CD CO CI CO CO ON
O 0 0 e0 0) CO CO CO N.- r CO OCO
C71N O O 6 o.4 Cn O N et O r CO -O
0 co 00 CO n N CO c00 N 0 00000
N CO CO 0 O N CO Y) u)N O et CO O CD CO'}N
v N O 0 O CO COomCO CO 0 c7cro lIr N O O CO O CO N Q N CO CO
C 0 01 O 0) O 0 u)r UCOO f0 M N Cn CO CD CO c0
M OO MN a- r M N NO nN
LL 0 N) 0 n n CO 0 u7 CO CD Is 0 n of
N N 0 O CN CO 1 U O N O O u)O u0
co .� r.M� of M M�R
6 0 0 0 0)0 N M U)0 0 u) CO N CO 0 u)CO
cD 0 0 LO M LO 0`10 0 et a 0 CO CO
O n O O O CO O O CO W N CO O CO e1'O et
N O O ID SiCf) CO O. O N cD N O CO
0 CO ao co IDONon co a of sr 0)cn an
N co of 0 0 u') OD r Nu) n CO O co N I-of
N a- N v -of N u M eY Cn
O 0 Cr) V ID CI- N CO 0 O 0 0
co 6 co co CO U)r CO N ,.....C.3 N O 1I-
M O eT V co r CO CO CD N N O O
0) O co.O u7 0 co' N 0 O CD CO
p M co CO u)R W5 CO, M O CD u)
N O co O n co 1I-O CD, et O a-m n
c0 -r.M6 CC). M M e}0-
000
0 O O CO 0)C) 000 CD' 0u)CO CD
Z' o M CO COO N O N CO n N On
_CI's CO 00 CO CO CO.-CON CO CO nrin100
E O O O Nim COCD V7 M O O N OO
O n OO co et U)10N V of Mm V co
N
N u)u) O O)M N M n' N CO O CO n CO
CO172 NCO N v CO'; M M M O N
d _ M
o 0 0 0 0 0 0 (0 0,-1-0W 0 0 0 O 00)000
O 0 et CO 10 0 V CO M 0 LO CO COO
CO N
0 O V Cn N CO CO n N CO
Cl▪c,O N cO CO u 0 10 10 0 N CO 0 0 er N n
-0 0 V CD 0 CO 0 CO CO W0 CO CO n M
C N 0 C 0) N CM CO CO co. O) n CO CO O N
O ry ,- Cp r N M N C7 LLD N
M
I-0 0 0 0 0 0 nN CO n N 0 N 0 e}eT CO LO N
CO n O 0 0 Cn NJ co CO O N CO eT 0 O O
No 0 cn O r 0 N 0 N et et r -u)
N N
N
W O ' 0)0)00 M u) CO' N met CO coO
0O co p 01 0 CO NI 0 0 CO CO CO N 0CO CO
N N 10 N r 0 co r CO r N. 0 n n CO N n
of r a-• CO. M N M CO N
CO
p ttpp
O
0 0 0 0 0 0 0 M N((pp CO CO CO')8,O 1 et' N N ga r Ogi
00)) u) O C 10Cp CD N V co N) N O O N N cO N
To sr
N 0 CONCD r.:
p n^S M CO 00) N r CO0 O O 00
OO M NJ CO.1.4. )u)CO n a N. 0C�).ner
Q N m O r r c0 et tN') N M R a-
O) 00000 0 0 0O V CO CO N OCD CO O c0 0,CDN-
V 0 ID CO IO 0) CO CO N CO CO CO V
M O 0 et V 10 O N O N 0 00)00
OO a- O C') N M e}N CO N u)
et CD 0 NI n CO OD N CO CO CO Sr
0 co O N N N N N c0 N CO N O R CO V
of M r et O) N M OCO
r M
N.1 �
V! U)
O y yy
Ol N-oo j.e****.S o h 0 U Ti.c. op UD 1I-U)Lncn00CD E c c,
's 2 d N N N N N N N M M c') Fr 0 71 1 A ic crD ig
Cn t 0 W `p co co co W co co co CO W d N V 0..0
c tea° i5. 5.�.5.5.�.5.5.5, y &f � �m��cz
cp E D0.0804100000000 MO v p C•0 O N 0'2 3
C C y-0 p
coNT r t.E C•'0 co co co O O O O O O O CO C.- y.d N« y 4 d'.0.. 3•Q N
V 00 0 LL LL LL LL LL LL LLLLI W d O W o E L 0 EO
m
r
co IL Li
L O O O C i , . . i C i . , o Q v O u O N u, N LO E c
U A 'O ,a,,' '-e, EE0606066066060006 cc C O UCa C cU c c dc•LC
O Y cL aaao_aaaaaaaaaa •E 8 a aWLu m o) 0 E ,
If o a)
eeegt
aLL =Lo vov0v0v0v0v v0v0v 2020v0vo cvvvvvLv av-
Tic
vaammmmmmmroO100(0n 8 < zoc0 cOU• D I0F 0
N00 0)0 NM eF UOCON C000 N MR UO CO NC000 NM .70 CO Is COO
e}10.0 LO N Cn LC)UOu)N LO LO 0 CO CO CO CO CO CO CO CO COnn N N NNN NNN
0 0 0 0 0 v o 0 0 10 0 =o
coco0 0o OOo Oo sr-
0 OO Oo1- o ON 0 ao 6 Ln ,w
Co U)U)O 0 CO 0 O N 0 M Y/
N M N1 V' N- O 0, A/
-- N N Co W
J
O0 O O O O V O O O 0 °V
O 0 O O O N O N W
Co N N 0 O N M N
O M
OO OOO O 0 CO O O cO co
CO O O COO
O O O O O O O O V' O
N M O m O O O O co' n
'0 '0 M iO O '0 O
.-N .- N
O O O O O 10 O O O M O O
lo 1.0 V O'0 Vv- N O M O I?!OO
Lo N M O m O co"N O O N co' co'
M N'0 0 O V O
N N M M d
O OO OM O O O 0 c M
O
O O O O O CO O V)
M ' 1.00
LO co'Mco'
10 O W
O CO N a N 7
O O O O O'0 O O O O N O c 1--
O O O O O 0' O O O M O N
O O O O O N O o O 10 Oa O'
O coco- N N O N CO.- N VO r-
N M N M
O O O O O N O O O N
'00 O O O' 0 CO N V CO
— O N O CO O M
CO 0 0 O O
0 0 O O O 0 n 0 0 CD 0 '0
00 00 0 00 0 O co o 'an
0
W co" O Onj.co W 0 noo
- -coM
N —— N co
0 0 0 0 0 0 0 0 0 a 0
0
0 O O 0 t_ 0 0 N 0 V'0>
Co O O O N- N N 0 0 M
1- co co CO 0
0 0 O 0 0 0 0 0 00 CO 0 0 0 CO o CO
0 0 co 0 0 0 0 0 00 00 0 0 0 CO CO
O O CO O O O O 0 M M 0 0 0 CO O M
V co Co N O O'0 O O O O O O O O
CO N N-N- N•- 0 N-N 00 N N N N
of 00 00 6 ad w r r
v
O
co^v0 ,-.1"3
.- .0. ^oCo an'
0 0 o,—0 0 0 0 0 0,-0 S 0 Co 0 0 4 0 0 0 0 0 0 0
°a ddbaN§§§��UJO<Sn §_ 2u
CO
Co
O
H
(n
V
N_^
O 07
p a>0 O N
t '.' c 0 O> N
C N • O -O L E c =
aE > o Nff~
c a E m Bt P
c
Q a om E 0 oo m c m I O a S m e •
EV m N >oo '5
E rno ww E`n D Y 2 E oO
Z m m ccI- m O y D c Inmc E o E
E CL �� do
t
• c 4,(J) m 0 COm �c �1 «0 �0- NU
rt o c A oU
cu Q°mo c 4 wom N a F w :' «N03 2~ d e 7 o3 c 4 ycN