HomeMy WebLinkAbout06/01/2010, B5 - 2010 SEWER FUND REVIEW council M.-&4Dip June 1,2010
j apenaa Repout
CITY OF SAN LUIS 0BISPP0
FROM: Carne Mattingly, Utilities Director �—
Prepared By: Kathe Bishop, Senior Administrative Analyst
SUBJECT: 2010 SEWER FUND REVIEW
RECOMMENDATIONS
1. Review and accept the 2010 annual sewer fund financial review, and
2. Approve the amended Capital Improvement Plan, which eliminates $235,000 for Calle
Joaquin Lift Station design phase in 2010-11, based on the revised capital program plan.
DISCUSSION
This report presents the annual review of the sewer fund. Within the 2010 Sewer Fund Analysis,
which forecasts the financial position of the sewer fund through 2017-18, the City is able to:
1. Maintain an ongoing level of capital maintenance projects to maintain the community's
wastewater infrastructure assets;
2. Maintain a positive fiscal position in the Sewer Fund, with reduced total revenues in
2010-11 due to the average residential winter water sewer cap at 6-units resulting from a
reduction in residential winter water use;
3. Maintain a healthy working capital balance and revenue plan forecast to position the
Sewer Fund to secure favorable financing terms for Wastewater Master. Plan
Improvements in the wastewater capital program forecast; and,
4. Continue to deliver safe and reliable wastewater services to the community within
previously adopted sewer service rates.
2010 Sewer Fund Analysis Report
The 2010 Sewer Fund Analysis report, including the details of the process, changes in financial
position, assumptions used to complete the analysis, and an update on major activities and
programs is attached. The Analysis takes into consideration current economic conditions, the
significant ongoing operating expenditure reductions that were implemented July 1, 2009 and
proposes additional ongoing operating expenditure reductions to be effective July 1, 2010.
The 2010 analysis includes reductions in both operating programs and capital programs
delivering the lowest responsible budget, within the previously adopted 2010-11 sewer rates,
while ensuring safe and reliable wastewater services to the community.
2010 Sewer Fund Review Page 2
2009-I1 Financial Plan Supplement:2010-11 Budget
Operating Program Reductions
The operating program reductions are summarized in the Attachment on page 4. The wastewater
services operating reductions are ongoing in nature as opposed to a one-time"stop gap"measure.
The ongoing wastewater operating reductions result in a savings of$219,800 in 2010-11, which
is $22,100 greater than the wastewater program reductions adopted in the 2009-11 Financial Plan
in June 2009. The $219,800 savings in 2010-11, including continued annual savings is reflected
in the Sewer Fund Change in Financial Condition(Exhibit A.1.) as projected through 2017-18.
Operating Program Staffing Allocation Adjustment
The infrastructure for the production of recycled water supply is located at the City's Water
Reclamation Facility, with daily operations and maintenance performed by Water Reclamation
Facility (WRF) staff. Recycled water deliveries began in November 2006 resulting in a modest
impact to WRF staff resources which are funded through the Sewer Fund. Water Distribution
staff is directly responsible for the distribution portion of the recycled water system. Over the
past three years, the recycled water distribution system has expanded to serve an increasing
customer base, resulting in a gradually increasing recycled water production level and increasing
daily operation demands and maintenance performed by reclamation facility and water
distribution staff.
Based on an analysis of reclamation facility staff time directly related to the production of
recycled water supply, a proportionate share of Water Reclamation Facility staffing costs are
charged to the Water Fund beginning in 2010-11, as follows: one Water Reclamation Facility
Operator at 0.50 full time equivalent (FTE), one Water Reclamation Facility Maintenance
Technician at 0.10 FTE, and the Water Reclamation Facility Supervisor at 0.10 FTE. This 0.70
FTE staffing allocation adjustment results in a $76,600 reduction to the Sewer Fund(reclamation
program staffing budget) and a corresponding increase to the Water Fund (source of supply
program staffing budget).
Capital Improvement Plan Reduction
The recommended amendment to the previously approved 2009-11 Capital Improvement Plan
(CII') will result in a $235,000 reduction in the wastewater capital budget in 2010-11. The 2010-
11 CIP reduction eliminates $235,000 for the Calle Joaquin Lift Station design phase, based on a
revised timeline and phasing of sewer lift stations as recommended in the Airport Area
Wastewater Master plan Update. Additional information on the Calle Joaquin Lift Station project
is available in the Attachment,on page 11 and Exhibit A.3.
Sewer Service Charges
Adopted Sewer Service Rates
As part of the 2009-1.1 Financial Plan process, in compliance with Proposition 218 requirements,
in the spring of 2009 City water and sewer customers were informed of the proposed rate
changes for 2009-11. The City received 160 written protests, which included 135 valid protests
opposing the recommended two-year sewer rate changes. The City serves approximately 14,400
water and sewer customers, with Prop 218 requiring a majority protest (about 7,201) to stop a
2010 Sewer Fund Review Page 3
sewer rate change from moving forward. In accordance with Prop 218 requirements, in a public
hearing on June 11, 2009 the City Council adopted sewer services charges for the City's 2009-11
two year financial planning period. The previously adopted sewer services charges include an 9%
increase in 2010-11, effective July 1, 2010.
2009-10 Winter Water Use Analysis and 2010.11 Residential Sewer Cap Changes
The 2010 sewer rate analysis included a review of all accounts using the most recent 12-month
period, including monthly usage data and billed dollar amounts. The winter water use sewer caps
established in December 2009, and January and February 2010, are implemented during the first
full service period after July 1, 2010, thereby "capping" billable units and associated sewer
revenues. The volume/use data is utilized to test the previously approved 2010-11 sewer rates
against current usage trends, using sewer caps for 2010-11 to validate or revise the 2010-11
revenue budget.
Did the winter water sewer cap chanize? The short answer is, yes. Based on the 2009-10 winter
water use, the City's average single family residential (SFR) sewer cap is 6-units for 2010-11.
For comparison purposes, the average SFR sewer cap was 7-units in 2009-10 and 2008-09. In
2007-08, with implementation of the residential volume based sewer rate structure, the average
SFR sewer cap was 8-units.
What are the fiscal impacts for the average residential customer? The average single family
residential customer (SFR)sewer cap is lower in 2010-11. As adopted on June 11, 2009, sewer
service rates will increase 9% in 2010-11. The following table illustrates the changes to the
monthly average single family residential sewer bill with a 6-unit sewer cap in 2010-11, as
compared to a 7-unit sewer cap in 2009-10 and 2008-09.
The average single family residential customer sewer bill will be about 5% or $2.54 less per
month in 2010-11, a positive fiscal impact when compared to 2009-10. In further evaluating the
fiscal impact of the 2010-11 average single family residential customer's sewer bill, the average
changed from $47.92 in 2008-09, to $52.41 in 2009-10, to $49.87 in 2010-11, resulting in an
increase of$1.95 or 4% monthly over a two-year period, when including adopted sewer service
rate changes.
Average Residential Sewer Customer Monthly Bill Sample
With Winter Water Use"Sewer Ca "
Fiscal Year: 2008-09 2009-10 2010-11
Fiscal Year. Charges Rates Charges Rates Charges
Base Charge: $5.50 $6.00 $ 6.00 $6.55 $6.55
Volume Charge: 42.42 $6.63/unit 46.41 $7.22/unit 43.32
Total $47.92 $52.41 $49.87
The average SFR sewer cap was 7-units in 2008-09 and 2009-10.The average SFR sewer cap is 6-units in 2010-11
While changes to the average residential customer's sewer bill in 2010-11 are positive. It is very
important to recognize that while the average residential customer sewer cap is lower in 2010-
�3s-3
2010 Sewer Fund Review Page 4
11, individual sewer caps for some customers have increased and other customers have realized a
greater reduction in their individual sewer cap than the average residential customer. The
illustration above is for the average of all single family residential customers.
What are the fiscal impacts to the Sewer Fund revenues for 2010-11? Sewer revenues for sewer
service charges in 2010-11 have been revised downward by about $750,000 in 2010-11 (from
$13.1 million down to about $12.4 million). Sewer service charge revenues are projected to be
6% lower in 2010-11 due to the reduction in the sewer cap. Of the total revenues from sewer
services charges, 70% of the total is from residential accounts with 30% from non-residential
accounts.
If all other factors remained the same, an additional 6% sewer rate increase or 6% reduction in
expenditures, or a combination of both would be required. However, staff is pleased to be able to
report that there are positive factors that allow the Sewer Fund to remain in a positive fiscal
position.
For context, when looking at total sewer fund revenues, the 2010 Sewer Fund Analysis
(Attachment, Exhibit A.1) includes total sewer revenues at $13,407,600 in 2010-11 with the
lower residential sewer cap (6-units), compared to the total sewer revenues at $13,913,500 in
2010-11 as reflected in the 2009-10 Mid-Year Budget Review (page B-40). Based on the 2010
Analysis, total sewer revenue is reduced by about $500,000 in 2010-11, when compared to the
2009-10 mid-year base.
Positive factors, in the 2010 Analysis, that directly offset the 2010-11 revenue decrease include:
1. Total expenditures in the 2010 Analysis are budgeted at $12,303,500, which is a $355,100
reduction compared to the 2009-10 mid-year base of$12,658,600.
2. The 2010-11 beginning of year working capital balance is greater than the 2009-10 mid-year
base, by$582,600. This is primarily due to capital expenditure savings returned to working
capital in 2009-10, which includes $500,000 from the Tank Farm Gravity Sewer Lift Station
and Force Main project representing a project budget saving of 3.5%.
What assumptions are used in the sewer revenue forecast? Beyond 2010-11, the sewer service
charge revenues are conservatively calculated with the projected sewer service rate change
applied to the most recent volume/use and the lower sewer cap. Next year, as part of the 2011
Sewer Fund Analysis and multi-year rate setting process, the sewer rate analysis and forecast will
be updated as part of the 2011-13 Financial Plan development process.
ATTACHMENT
2010 Sewer Fund Analysis
Exhibit A— Updated Financial Schedules
A.1. Changes in Financial Position
A.2. Assumptions for Fund Projections
A.3. Capital Improvement Plan Q
U5--
ATTACHMENT
2010 Sewer Fund Analysis
June 1, 2010
Prepared by the
Utilities Department
city of San WIS OBISPO
35-5'
Attachment
Page 2
city of san Luis owspo
2010 Sewer Fund
TABLE OF CONTENTS
I. OVERVIEW
H. 2009-11 FINANCIAL PLAN SUPPLEMENT: 2010-11 BUDGET
A. Summary of Operating Programs
B. Operating Program Reductions
C. Amended Capital Improvement Plan
III. SEWER RATE STRUCTURE AND 2010-11 RATES
IV. ASSUMPTIONS
A. Revenues
B. Expenses
C. Debt Service Payments
V. MAJOR ACTIVITIES AND PROGRAMS
A. 2009-10 Update
B. 2010-11 and Forecast
EXHIBIT A—FINANCIAL SCHEDULES
A.1 Changes in Financial Position
A.2 Assumptions for Fund Projections
A.3 Capital Improvement Plan
Attachment
Page 3
�7 city of
san tins OBISPO
2010 Sewer Fund Analysis
I. OVERVIEW
This report presents the financial condition of the Sewer Fund, based on the 2009-11 Financial
Plan Supplement: 2010 Budget operating and capital programs, taking into consideration current
economic conditions while addressing the identified needs in the Wastewater Master Plan,
regulatory requirements, infrastructure maintenance, and adopted City financial policies.
II. 2009-11 FINANCIAL PLAN SUPPLEMENT: 2010-11 BUDGET
Wastewater Division operating programs are summarized in Table A. The summary of operating
programs reflects the net operating program base budget amounts for 2010-11, which includes
the operating budget reductions, as further discussed in this report and displayed in Table B.
A. Summary of Operating Programs
Includes Operating Program Reductions as outlined in Table B. 2010-11
BUDGET
Wastewater Collection ltl 1,035,400
Pretreatment 227,300
Water Reclamation Facility 3,211,100
Water Quality Laboratory 482,200
Wastewater Administration/Engineering 553,500
Wastewater Franchise Fees 471,400
TOTAL WASTEWATER SERVICES OPERATING PROGRAMS 5,980,900
Wastewater Collection funds 50%of the Water Customer Service program
The 2009-11 two-year financial plan development process included identifying operating cost
reduction options to further tighten the ongoing operating program budgets for wastewater
service, in an effort to recommend the lowest responsible budget and associated sewer charges,
while ensuring safe and reliable wastewater services to the community. Operating reduction
options were identified in the wastewater programs resulting in short-term and long-term service
impacts to sewer customers and the community. As outlined in Table B, the operating program
reductions for wastewater services approved by the City Council and implemented July 1, 2009
represent an ongoing expenditure savings of$197,700 annually. This action included a reduction
of 1.80 full-time equivalent positions representing the sewer fund's proportionate share of three
regular benefited positions that were eliminated effective July 1, 2009.
Again, as part of the 2009-11 Financial Plan Supplement: 2010-11 Budget development process,
Utilities staff identified further operating program reduction options. The outcome of this
evaluation results in an additional $22,100 in reductions effective July 1, 2010. The wastewater
services operating reductions are ongoing in nature as opposed to a one-time"stop gap"measure.
Operating savings total $219,800 in 2010-11, of this total about 70% ($154,600) is staffing
8,5�—
Attachment
Page 4
related and 30% ($65,200) reflects non-staffing operating saving. The continued annual savings
is reflected in the Sewer Fund Change in Financial Condition(Exhibit A.1).
B. Operating Program Reductions Regular 2009-10 2010-11
FTE III SAVINGS SAVINGS
Operating Reductions Implemented July 1,2009
1. Eliminate Utilities Engineer position-40%share a' 0.40 57,700 57,600
2. Eliminate Laboratory Analyst position-90%share 0.90 57,500 57,400
3. Eliminate Water Customer Service position-50%share(4) 0.50 39,700 39,600
4. Reduce Contract Services for Sewer Map Printing 500 500
5. Reduce Contract Services for Telemetry Repairs 500 500
6. Reduce Radio Maintenance Services 1,500 1,500
7. Reduce Chemicals in Wastewater Collection 6,600 6,900
8. Reduce Contract Services for Manhole Rehabilitation 18,000 18,000
9. Reduce Contract Services for Flow Monitor Calibration 2,000 2,000
10. Reduce Contract Stormwater Sampling in Collections 1,300 1,300
11. Reduce Contract Janitorial Services at the WRF 6,000 6,000
12. Reduce Operating Materials for Lab Steel Toe Boots 1,000 1,000
13. Reduce Operating Materials for Lab Microbial Glassware 5,000 5,000
14. Reduce Operating Materials for Lab Filter Pads 400 400
2009-10 WASTEWATER SERVICES OPERATING REDUCTIONS 1.80 197,700 197,700
Operating Reductions Implemented July 1,2010
15. Reduce Contract Landscape Services at the WRF 18,000
16. Reduce Travel,Meetings&Dues at the Water Quality Lab 1,400
17. Reduce Contract Services in Pretreatment 1,400
18. Reduce Travel,Meetings&Dues in Pretreatment 1,000
19. Reduce Office Supplies in Pretreatment 300
Additional Wastewater Services Operating Reductions 22,100
2010-11 WASTEWATER SERVICES OPERATING SAVINGS 2199800
FrE represents full-time equivalent
I`n Engineer position savings is shared 50%water,40%sewer,10%whale rock
"n Lab Analyst position savings is shared 90%sewer and 10%water
�4'Water Customer Service position savings is shared 50%sewer and 50%water
There are no Significant Operating Program Changes for new initiatives or wastewater budget
increases requested in the 2009-11 Financial Plan Supplement: 2010-11 Budget.
Capital improvement project expenses are forecast based on infrastructure maintenance and
repair history, individual project budget estimates and regulatory requirements. Maintaining the
wastewater system infrastructure, including major equipment upgrades, ongoing treatment
processes, technology, and long-term infrastructure upgrade and replacement planning is critical
to providing safe and reliable wastewater services for the community.
Attachment
Page 5
Based on the current fiscal environment and the continued downturn in the construction industry,
the construction bidding climate remains highly competitive. At the same time, based on the
current economy and with increased constraints on private financing, the number of construction
projects (or jobs) in the community are fewer than in recent years. This combination of factors
has the ability to result in less cash flow for individual contractors and the potential for a more
volatile bidding climate as we continue forward near the bottom of this economic cycle. At the
same time, capital improvements are vital to infrastructure health. Supporting capital investments
at this time results in value added to the City, its wastewater customers, the community, and
local businesses in construction related services.
The 2010-11 sewer capital project plan was previously approved with adoption of the 2009-11
Financial Plan. As proposed in this Analysis, the amended 2010-11 Capital Improvement Plan
includes deferring the Calle Joaquin Lift station upgrade. As part of the 2009 Sewer Fund
Review, design was approved in the amount of$235,000 in 2010-11, with construction projected
at $1.9 million in 2012-13. In the 2010 Analysis, the $235,000 intended for design is eliminated
in 2010-11 and reprogrammed in 2016-17.
Table D below, displays the amended 2010-11 Capital Improvement Plan, including a revised
(reduced) capital forecast for 2011-12 and 2012-13.
C. Capital Movement Plan
2010-11 2011-12 2012-13
BUDGET PROPOSED PROPOSED
Wastewater Collection
Collection System Improvements 1,393,000 1,330,400 1,300,000
Voluntary Lateral Rehabilitation Program 52,000 52,000 52,000
Los Verdes Lift Station-Easement Acquisition 80,000
Fled Replacement: 1/2 Ton Pickup 22,800
WaterRecdmnadon Facility
Master Plan Implementation-Design 1,750,000 1,750,000
Disinfection Modifications-Design 600,000
Major Maintenance 160,400 650,000 595,000
Arbrdnisdadon and Fngbwaing
E3dericr Painting of 879 Morro Building-50%share 9,000
Total Wastewater Services CU 1,605,400 4,494,200 3,697,000
Shared Cay Information Technology
Technology Infrastructure 6,300 20,000
IT Disaster Prevention and Recovery Plan 1,800
Office Application Software Replacement 11,500
SharePoint Enterprise Content Management 3,000
IT Strategic Plan 14,300
Total Share of Technology CIP 69300 36,300 14,300
TOTAL SEWER FUND CAPITAL PROGRAM 1,6119700 4,530,500 3,711,300
1
Attachment
Page 6
III. SEWER RATE STRUCTURE AND 2010-11 SEWER RATES
Current policies to guide rate structure setting:
■ Comply with legal requirements
■ Encourage conservation
■ Ensure revenue adequacy to fully meet system operating and capital needs
■ Provide equity and fairness between customers
■ Be easy to understand and administer
■ Facilitate ongoing review to maintain rate stability
The City Council approved the residential volume based sewer rate structure effective July 1,
2007 delivering a sewer rate structure with a base fee and volume charge to reflect the individual
customer's usage and associated sewer charges. The volume based sewer rate structure
encourages water conservation and achieves fairness and equity among residential customer
classes —customers with low use pay less and customers with higher usage pay more. Prior to
2007, the single family residential sewer rate structure was a fixed charge which did not reflect
the individual customer's water use and associated demand placed on the wastewater system.
With the residential volume based sewer rate structure, the individual customers metered water
use during the winter months of December, January and February, when outdoor irrigation
should be turned down or off and water use would be most reflective of the demand place on the
wastewater system for sewer charges. The water use during the winter months is averaged to
establish a winter water"sewer cap". Residential winter water sewer caps are implemented with
the first full sewer service period after July 1st. Sewer charges are based on actual water usage
up to the customer's winter water sewer cap, which is most reflective of that customer's demand
on the wastewater system.
The number of active water and sewer customers (accounts) changes daily with service tum-on
and tum-offs due to move-in and move-outs. A large volume of account changes directly
correlate with the academic schedules at the University and Cuesta College. When a new
customer account is activated, single family residential (SFR) accounts start with an 8-unit sewer
cap and multi-family residential (MFR) accounts start with a 6-unit sewer cap until the customer
establishes their individual sewer cap based on their average winter water use, as established in
the winter months of December, January and February. For new accounts the initial 8-unit sewer
cap for SFR and 6-unit sewer cap for MFR is based on the customer class average established
during the first winter water use period, with implementation of the City's volume based sewer
rate structure.
The City's sewer rate structure includes a minimum base charge plus a volume fee based on the
volume of water used. The following table displays the sewer rate structure with the previously
adopted 2010-11 sewer rates.
+35,/O
Attachment
Page 7
2010-11 Monthly Sewer . -
TYPE OF ACCOUNT Monthl Rates
Base Fee Volume Fee
Residential—minimum base charge+volume charge
Single family dwelling,including single meter condominiums and
townhouses, per dwelling unit. Total monthly fee capped based on $6.55 $7.22/per unit
Average Winter Water Use(AWWU)
Multi-family dwelling in any duplex,apartment house or rooming house,
per account. Accounts without separate irrigation meter. Total monthly fee $6.55 $7.22/per unit
capped based on Average Winter Water Use(AWWU). Account with
separate irrigation meter: No cap
Mobile home or trailer park, per account. Accounts without separate
inigation meter. Total monthly fee capped based on Average Winter Water $6.55 $7.22/per unit
Use(AWWU). Account with separate irrigation meter. No cap
Non-Residential—minimum base charge+volume charge
All non-residential accounts, per account $6.55 $7.22/per unit
Schools
Public or private school,based on per average daily attendance(ADA)at N/A $5.85/ADA
the school
Each Vehicle Discharging into the City Sewer System $10.26
Minimum base fee includes 1,500 gallons discharge. Volume fee per 100 $170.43 per 100
gallons in excess of initial 1,500 gallons discharged gallons
AWWU as established for December,January and February. 1 Unit=748 Gallons
IV. ASSUMPTIONS
The following provides more detail for the key assumptions in Exhibit A.1. and A.2. to this
report, the financial schedules include the Sewer Fund changes in financial position and
assumptions for the Sewer Fund projections included in the Analysis.
A. Revenues
1. Sales from sewer service charges are based on a sewer rate analysis that includes a
review of all 14,200 sewer accounts using the most recent 12-month period,
including monthly usage and billed amounts. Monthly usage and billed amounts are
compared against actual revenues received for the same period. The data sets are
pulled from the City's utility billing software program at the end of the winter water
use period, to capture the most recent usage trends and the average winter water
usage established by individual residential accounts, and by customer account type..
Historical data for all customer types and the established winter water sewer caps
for residential accounts to be implemented in July is used to evaluate revenue
stability in the current fiscal year and to forecast usage, and to test the previously
adopted sewer rates for revenue adequacy.
2. Sales to Cal Poly are based on effluent flow trends and the 2007 Agreement
between the City and the University. This agreement, covering the period beginning
July 1, 2007 and extending through June 30, 2012, set the proportion (82%) of the
non-residential rate the University pays to account for the University's difference
from other customers (prepaid capital share in the wastewater system). Q
J Attachment
Page 8
3. Development impact fee collection is calculated according to the 2007-08 base year
revenues and adjusted by the one percent growth rate and inflation. Annually, this
calculation is evaluated and proportionately adjusted due to lower than one percent
growth as well as development occurring under maps vested prior to current impact
fee establishment. Development in those areas pay only those fees in place at the
time of approval plus an annual adjustment based on the consumer price index.
As a result of the continued downturn in development activity, development impact
fee revenue projections have been revised. Revenues are not projected to reach
2007-08 levels ($361,500) within the seven year forecast through 2017-18.
Revenue projections, which may be conservative, assume development impact fees
returning to the 2008-09 levels ($171,000) in 2016-17.
B. Expenses
Total operating and maintenance costs for 2010-11 are based on the approved 2009-11
Financial Plan. Operating and maintenance costs forecasted for 2011-12 through 2013-14
are adjusted assuming an inflation rate of 2.5% annually, which increases to 3.0%
annually beginning in 2015-16. The most significant non-staffing operating costs for
wastewater services are for electric utility services and chemicals for wastewater
collection and treatment processing. Projected electric utility rate increases range from
five to eleven percent annually depending on the type of metered account. Chemicals go
out to bid on an annual basis: Chemical contracts for February 2010 through January
2011 are below the 2009-10 contract amount. This analysis assumes a moderate increase
in chemical costs beginning in February 2011.
Capital expenses are based upon projections to the end of the 2009-10 fiscal year and
proposed amendments to the previously approved 2010-11 Capital Improvement Plan
budget. The 2010 Sewer Fund Analysis includes, as previously discussed the deferral of
the Calle Joaquin Lift Station upgrade project. The revised capital forecast includes a
reduction in capital funding levels for Collection System Improvements beginning in
2011-12. Factors driving the lower capital funding level include: (1) the number of
.previously approved and funded wastewater projects pending construction and the
"production" capacity limitations of Utilities and Public Works staff; (2) current project
budget estimates based on recent materials and construction costs are revised downward
when compared to previously approved project budget estimates; (3) based on the current
available budget in the Wastewater Collection System master account, and; (4) to balance
expenditures within previously approved sewer service rates and to deliver sewer rate
projections for 2011-13 that remain the same as previously forecasted in the 2010 Sewer
Fund Analysis when presented to the City Council on June 11, 2009.
C. Debt Service Payments
1. Annual debt service payments of$2,135,600 are to repay the State Revolving Loan
Funds received by the City for the collection system improvement ("Relief Sewer
Main") and for construction of the Unit 3 and 4 improvements to the Water
Reclamation Facility. The collection system improvement final debt service
payment ($249,800) will be in September 2011 and the final debt service payment
($1,885,800) for construction of Unit 3 and 4 improvements to the Water
Attachment
Page 9
Reclamation Facility is scheduled for August 2012, when the State Revolving Loan
debt obligation will be met.
2. Debt service for the Sewer Fund's proportionate share of the energy conservation
projects is $281,700 in 2010-11.
3. Debt service for the Sewer Fund's proportionate share of the City's Public Safety
Communications Center ($32,800) and the Public Safety Radio System Upgrade
($43,200)total $76,000 in 2010-11.
4. Debt service for the Tank Farm Gravity Sewer, Lift Station, and Force Main project
financed by the California Infrastructure and Economic Development Bank
revolving fund loan is $563,500 in 2010-11.
5. Debt service for the Tank Farm Gravity Sewer, Lift Station, and Force Main project
portion financed through the SunTrust private placement is $186,900 in 2010-11.
6. Debt service is currently projected at $3,042,200 annually beginning in 2013-14 for
the currently estimated $40,444,000 million construction related services in Master
Plan Improvements to upgrade the capacity and treatment of the Water Reclamation
Facility. The Analysis assumes pay-as-you-go financing for the estimated $3.5
million design phase, programmed as$1.7 million annually in 2011-13.
7. Debt service is currently projected at $225,700 annually beginning in 2013-14 for
the currently estimated $3 million construction phase for Disinfection Modifications
that may be required to meet pending regulatory requirements for the removal of
Trihalomethanes from the Water Reclamation Facility's effluent. The Analysis
includes pay-as-you-go financing for the estimated $600,000 design phase in 2011-
12 and the estimated $500,000 construction management phase in 2013-14.
8. Debt service is currently projected at $382,900 annually beginning in 2015-16 for
the currently estimated $3 million construction phase for the planned Buckley Lift
Station. Assumptions include pay-as-you-go financing for the estimated easement
acquisition ($250,000) and design ($510,000) in 2013-14 and for the estimated.
$510,000 construction management phase in 2015-16.
9. Debt service is currently projected at $124,200 annually beginning in 2015-16 for
the estimated $1.65 million construction phase for the planned Los Verdes Lift
Station. Assumptions include pay-as-you-go financing for the estimated $80,000
easement acquisition in 2011-12, estimated $165,000 design in 2013-14 and the
estimated $$165,000 construction management phase in 2015-16.
V. MAJOR ACTIVITIES AND PROGRAMS
A. 2009-10 Update
1. Tank Farm Gravity Sewer, Lift Station, and Force Main
The Tank Farm Gravity Sewer, Lift Station and Force Main project was originally
approved by the City Council in 1997. The project included significant work on
study, environmental, easement acquisition and design phases over multiple years.
The construction phase began in June 2008, with construction completion in July
2009 and total project completion in October 2009. The approved project budget
was $12.9 million, with funding sources including $11.9 million in low interest
81s-,13
i
Attachment
Page 10
loans and $1 million in pay-as-you-go funding from the Sewer Fund. Final project
costs total $12.25 million, resulting in a $650,000 project budget savings ($650,000
is equivalent to 5% of the approved project budget). The Tank Farm Lift Station
has been fully operational since July 2009 serving existing customers and providing
increased available capacity to serve future development.
2. Disinfection Modifications at the Water Reclamation Facility (WRF)
The pilot study utilizing chlorine dioxide as an alternative disinfectant that does not
create Trihalomethanes (THMs) has been completed with good results. The City's
consultant has completed the final report that will provide the basis for design.
3. Regulatory Requirements
The City continues to work with the Regional Water Quality Control Board
(RWQCB) to address the MUN beneficial use designation for San Luis Obispo
Creek. The City's Use Attainability Analysis (UAA) has been completed by the
City and submitted to the RWQCB and currently RWQCB staff is analyzing the
document. The MUN designation is the driver for stringent discharge limitations in
the WRF's permit that meet or exceed drinking water requirements. These limits
include nitrates and Trihalomethanes (THMs) and will likely include a host of
additional constituents in the future. Currently the WRF's National Pollutant
Discharge Elimination System (NPDES) permit has been administratively extended
until the outcome of the UAA. Staff will return to Council with alternatives if
regulatory efforts cannot be resolved in a satisfactory manner.
4. Airport Area Wastewater Master Plan Update
To provide a road map of sewer infrastructure for the western portion of the airport
area, staff has completed the Airport Area Wastewater Master Plan Update. Since
completion of the 2000 Wastewater Master Plan, boundaries have changed
significantly, changing the infrastructure needs in a portion of the Airport Area. The
study provides the City and property owners with a defined plan of required
infrastructure.
B. 2010-11 and Forecast
1. Buckley Lift Station
The Airport Area Wastewater Masterplan Update presented to the City Council on
February 2, 2010, included the Buckley and Los Verdes lift stations. The attached
capital improvement plan forecast includes the Buckley Lift Station with total
project costs currently estimated at $6,360,000. Project costs by phase include
easement acquisition at $250,000 and design at $510,000 with both phases in 2013-
14. Construction is currently estimated at $5,090,000 and construction management
at $510,000 in 2015-16. The Sewer Fund Analysis and rate forecast assumes that
the construction component ($5,090,000) will be debt financed, with the remaining
$1,270,000 in project costs funded with pay-as-you-go financing.
2. Los Verdes Lift Station
The Los Verdes Lift Station as discussed with Council on February 2, 2010 is
included in the attached capital improvement plan forecast with total project costs
currently estimated at $2,060,000. The easement acquisition is estimated at
$80,000 and is currently planned for 2011-12 in an effort to coincide with easement
CAttachment
Page l l
acquisitions on the right-of-way for the City's Los Osos Valley Road and US 101
Improvements project. Design for the Los Verdes Lift Station is projected at
$165,000 in 2013-14, with construction currently estimated at $1,650,000 and
construction management at $165,000 in 2015-16. The Sewer Fund Analysis and
rate forecast assumes that the construction component ($1,650,000) will be debt
financed, with the remaining $410,000 in project costs funded with pay-as-you-go
financing
3. Calle Joaquin Lift Station
Replacement of the Calle Joaquin Lift Station to address maintenance and
operations issues and meet future flows is identified in the Wastewater Master Plan.
As part of the 2009-11 Financial Plan (Appendix B, Capital Improvement Plan,
page 3-119 provides additional project information), the City Council approved
$235,000 in 201041 for design, environmental work, and easement acquisition and
$1.9 million in 2012-13 for construction. This report includes a recommendation to
amend the 2010-11 Budget capital improvement program eliminating the $235,000
in 2010-11, based on a revised timeline and phasing of sewer lift stations based on
the recommendations from the Airport Area.Wastewater Master plan Update. The
attached capital improvement plan forecast includes the Calle Joaquin Lift station
with design projected at $250,000 in 2016-17 and construction and construction
management at $1.1 million in 2017-18. This deferred project assumes the
construction scope of work is less significant, based on the addition of the Buckley
and Los Verdes lift stations. The Sewer Fund Analysis and rate forecast assumes
pay-as-you-go financing from the Sewer Fund for design, construction and
construction management.
4. Water Reclamation Facility Master Plan Implementation
Studies are near completion for the Water Reclamation Facility Master Plan. The
City's consultant and staff are working closely to identify the most cost effective
and flexible design to meet discharge limitations and reduce maintenance and
operations costs. Ultimate design and cost are dependant upon the success of the
City's regulatory negotiations relative to San Luis Obispo Creek's MUN de-
designation and the WRF's NPDES permit. Current cost estimates for total project
cost is $43,944,000, which includes $3.5 million for design, programmed as $1.75
million annually in 2011-13 and $40.4 million for construction and construction
management in 2013-14. Additional project information is available in the 2009-11
Financial Plan, Appendix B, Capital Improvement Plan on page 3-128. The Sewer
Fund Analysis and rate forecast assumes design at $3.5 million funded with pay-as-
you-go financing from the Sewer Fund and construction related services at $40.4
million debt financed—assuming multiple financing sources.
5. Disinfection Modifications at the Water Reclamation Facility (WRF)
Design is currently projected at $600,000 in 2011-12, with construction and
construction management projected at $3.5 million in 2013-14. The Sewer Fund
Analysis and rate forecast includes a total project cost estimated at $4.1 million.
Assumptions include design at $600,000 and construction management at $500,000
funded with pay-as-you-go financing ($1.1 million), with construction at $3 million
debt financed.
&%/�
Attachment
Page 12
6. Infrastructure Maintenance
Industry standard suggests annual infrastructure replacements at two percent of
system value(based on a fifty year replacement cycle) for the wastewater collection
system. This equates to expenditures of$1,393,000 in 2010-11. Repair and upgrade
at major facilities such as the Water Reclamation Facility and lift stations is based
on maintenance and repair history as well as depreciated value and overall
efficiency. Major maintenance at the Water Reclamation Facility is programmed at
$160,400 in 2010-11. Based on carryover funding from 2009-10 and with the
additional $160,400 in 2010-11 projects estimated at $395,000 are planned for
construction at the Water Reclamation Facility. The most significant maintenance
project in 2010-11 at the Water Reclamation Facility is the cleaning, repair and
recoating of Clarifier #1. The 2009-11 Financial Plan, Appendix B, Capital
Improvement Plan, page 3-133 provides a list of projects.
7. Lateral Program
The Voluntary Lateral Rehabilitation Program continues with over 98 applications
in 2007-08, 58 applications in 2008-09 and an estimated 60 applications for 2009-
10. Recent participation has remained steady and the Voluntary Lateral
Rehabilitation Program has a"carry-over"budget of$101,900 available. Based on
this availability of funding and the current level of program participation, funding
was previously approved in the amount of $52,000 in 2010-11. The 2009-11
Financial Plan, Appendix B, Capital Improvement Plan, page 3-117 provides
background information on the Voluntary Lateral Rehabilitation Program
The capital improvement plan forecast will be further evaluated, based on additional information
and factors, and updated as part of the 2011-13 Financial Plan development process.
Attachment
Page 13
EXHIBIT A
2010 SEWER FUND
FINANCIAL SCHEDULES
p
oN •�`� Si -I� O SN°o° OO� p�O pQ• OVI Ob � S O
O ^ O� O
Q O � , cg� M lc OO0o
hn0a0 OOP
Attachment
a M e = M Exhibit A.1.
0 0 0 0 0 0 e o 0 0 0 o e S S O S 0 o e
0 0 0 0 0 0 0 0 0 0 0 0 0 o e
�O U vi a0 N �O T �O 00 of
N O � a0 a0 n �O 00 N Vl 00 u1 M I� �n Vi �D O N 00 - 00 Q�
- n M DD N N a n in h of h ? 'Y 00
ry P Q: O, rL 10 n q N. vt N v " O M
p O 0 0 0 0 0 0 0 0 O 00 0 0 C O O O O O O O
O 0 0 0 0 0 0 0 0 O S 0 0 0 0 O O O S O O O O O
v� •E o ry, M o; v_ a CPL Ma In o: o t w o o c o o+
wa o 0
� O n 0 00 vi 10 1/i N CO - N �O0o CIL
0 0 coo
0
O a0 R M 10 0\ •- O h < T M O� N T h vt h rt op M O
N P Q D` - eo O n n 1' of .� O b N •+ N M
— ry
p O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O S O O O
O 0 0 0 0 0 0 0 0 O O O O O 0 0 0 0 O O O
a •� o - o. �nory, - „ o;, voe � Mr ry, 000`t o o e
e ONO M N eMn N " oc Iq R O 0 C N ? Vent el fMn
wL OD �O of v 0 0 V v ry. K
M
O 0 0 0 S 0 0 0 O O O S O O S O O O O O O O O O
•%+ � f Pl nW V o oo a at f L�O o0 C �n "I o o oc "Ito� T o
s QpypO O n of O n m
O O V S
Q vi �o ao �c a o ri Ni M M
c 0 0 0 0 0 0 0 e 0 0 0 e o 0 0 0 o e
0 0 0 S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o
I v+
O a0
6 �- 00 M N ? v M M
0 0 0 0 0 0 0 O O O O O O
•a O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O
^. x h ooKr1iOR,
a Wiz moo lnMoo
N 'p 00 -� � 00 �n OO .•. M CL N OMO vMff�•L�O � ? M M V O
O
O �O 'D
N n � ^ n h DD - O T d Y �O � ee�L `M••'M S V � n O
Z w o 00000000 0000ge o0
L 0 0 0 0 C 0 0 o e o 0 0 o a o o 0 0
a •� � v to v, � oaMoa•
v In a � � a o00oIt
a o
LL S N m v O a h a0 v < - v D 00 O N eo n O V O
m O d �n " n p n
W - r_ z - M n n c m M
W
Q O O O O
0 n a0 O O 1 0 0 0 0 p T a V Oe
h a0 M a 7 �0
OM T �D - v n n 00 f•L M M N O�
_r
N
O
tl y
a u
O
y u in 9
3 _ y tl v O y o
LL w m y m P �` m 5 5 9 5 5
E Je u vui m v
U TUs ey"o E m=. .01. wwwww N : ❑
`a 6L
W m`" N o ❑ o c C P Q °� ? 6 B 6 E 8 0 L ;, z •� v m w
„ U d
(7 U E ; .2 .
z d 9 5ri� m > � a � � F ° X90 w e N U U Jam' /
Q ; > U 5 U �'.. p o '� F a o So 5m
= Oc5 n 0 0 Uf� a o e ao aaUO 0 �`
Attachment
Exhibit A.2.
f� O oo O Yl SCJ M N O O N o °O Q W p O fWO.
C W M p�p Cr0 O
O N O O S O O O
�d!
L
C�!
e
S S m
9 O fA N N N �p O O OM °� YTY S O f9 W O
N N Q M N W O N N N Q V
� m
is
0 o m
E
E 'm
N p ^ w m C
m g
a �
C h
O pOo �
S O S OS N W e 5 V p O C
DOS "I
N 19 f9 i9 1A N Lq
b� W r L
9 N m
� G m
� m a
° oW
p U °
r m O O S O O O V r C: ° C
O N N <h O O a a u N C m
mh N m
Z. N m m
E
m m m m
E
Vm
z° c E
O O O Q o u
r C 2 a O
O O CCC g O
N n.
Q w c
c°
E {L m m cR im m c° mCL t E y
2 LU w m cc o E Y moo > E H
W a 'v E ii N d 'S s L
U) W 0 � c co K U c ° E
c N FW- m LL m c a W o y
Q c m m E E a 'u m ¢ m o m m c a c $ C
K V m W W m a tJf J
l0 0 > ° a a o q c J cr E m m 'LL i m v a
m U a m n ° c
tl N ¢ 4 C
a a 9
°
Zc m m o o m i cS w m aE E c
LL Q. W W N N m O. 'moi m E E m m N a �' o
c Z Z Z Z Z Z Z Z E co)
1 9 m m m m m m m m m m U m W
A m
N � W W V) N N N N W W N � N
G 0 0
N O ❑ 0
❑ 0
❑ 0
0 0 ❑ 85 4/
Attachment
Exhibit A.3.
l� y OO O O p p
N 0. b N
a
0 0 0 0
o O o
�ov�i oO 0 o p p
so
Q h N 7 N N
a
J, ti o 0 0 0 0 o p S
a
= 0 0 o g o o p o
R y O O v O O O
N d aO0 elf N O O O
a
V Q 0 0
00 O 0 0 0 0 0 0 p 00
mo 0 0 0 0 0 0 0 0 0
.n vn 00 00 o Sopop 000
N 0. N vN1 h 0 b T S O O O vOi
Q en N of N � vt O w1 ery 'rf h
y� w7 O v epi b b
d N ? Q
N Vl 0 0 0 O O p eO+l rti �
Q rn l w V1 �O
•- � �O V O O oO0 O O O O � O 000 h O p O
N d N Cs a oO0 N O Q N
Q5 Cb
Cb
a v v
o V 0 0 0 Mqb
c
O C M N O N b
pu
a
a. o
C7
e L.
V] °a °' E eo
c 0.
1 aS 2S
04
2 0 0 o F m 00.o o■ a o, s e� 3 0 o U
■ .. CEati y °o :y � m � rN c � ohm Gm ti d � coo $ O
c �' �' o a c o a o c c I c e • ',% C > n k'
E E u .0 G c c L ° c W
H ► e '� �b �b �b $ 6 arb 'o a c a y 3
U � ' r 'o � < o 'o y
� � wcu > c�ucu � ou � a � u u = ouu o a g d 5 y
a 3u > m' v � � 3f o 4w
e h
�- - = Om o -^o '^o o -^o v � O (7 Oe'Oe O y ° A •_,
5 v o a 9 0 0 5p CoQ y �r a 9 ° < °
•�i C ° m Vl VI Vl VI ° 1 rT ern Vl G1 °
O °
n C o A h ° w v w r 171
° � � yC y OOCC7GS� a ° = A C � � m
IV
0 � fG y ^
_nen -n e
�
Oft
y Fk
< x ° n
(n
OD J O O N N N J U N Q
01 VNi U twn N ao N J A tQ a w N
W O J A O A N A J O A A
O t
O O OO O 0 0 0 0 0 0 O O O O O
O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0
W 00 A X
4 A. � N N ? In ? O 00 °� 00
A N A J W J W �• 00 U U 00 O
A U O J J OO N O A oo O+ U1 A U 00 U l0 T U CO
0 C A o0 0o O C, Co A CD 0 0
A C w A C W A -0, ? `
0 0 0 0 0 0 0 �y
O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 O
v 1✓
r
a W ^ N W — J -• U W N \
a J J A W w N DA O a J N
N N O O O1 O w O A A 0` m O 00 U J U U J N
Ch A N N OA O U W W :- oD J O V U U ao O -• O A Q O
'S O+ O In to '-j
J -•• N b T w N �t in
O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O
O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O -
.•• r r
VI C� ` N O O in in oo J O� in �O aD J N O O to
O O O CD O 0 O O 0 0 0
O O O O O O 0 0 0 0 0 0 0 0 0 0 cc 0 0 O N
W w „• = a N W 00 ON 4
O. N A
N O N tt
�o '4 T ?O i+ 00 p
W w ONO A N J Vwi r`O.� Do O` O U O T C
�D A U
J U 0 V � N A �o W IJ N O J -1 T �D �o 00 N 1\0CD w O � N
O O O O O O 0 0 0 0 0 0 O O O p o 0 0 o O
O O O O O O 0 0 0 0 0 0 0 0 08 0 0 0 0 O W O
W w w �••� w 0 �Np ACYS 00 T to A
O A O O U w O, -0, 00 — Oo in
J ON ON O m a m O N
OD J O U J O O A VO N to J a0 a 0 O� N J O� 00 O
O �D A 00 ao O O W in C ao T N 00 pD
O O O O Z O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o
� A
W v U A
O O C i D 0 O O N �J w
0 0 0 0 0 0 0 0 0 00
0 0 0 '-S•
O O O 0 0 0 0 0 0
W W N N O r U J J J O m b d
OO W �D A U a �• \O D` w A 0o p a N
00 w U ;O O O O O O O
ON N -• -• O T N U Q` U m O J p �
a O la N n
O O O 0 0 0 0 0 0 O O O O O O 0 0 0 0 0 0 0 0 O U
O O O O O C O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O
OO A Vpi U VJi VNi N
J �O U N 0o w J �+ �p O� a\ T U O O N
10 00 00 N O ON VtJI U J W U 00 Ln N w J w w + p
OD A ? O — C --• N in o0 4, � C\ in 00 U O�
O O O 0 0 0 0 0 0 0 0 0 0 ...
0 0 0 0 0 0 0 0 0 0 0 0 0 0
LA W C1 00 00 1p ••- N �O A �. '^0
y m U D\ U Z N rn J — O ON O �O w O O N
Ith �O D\ W W 00 w J J �O 00 O� N O. �o O J U �• O
W O DD T N a 00 00 00 J
0 0 0 0 0 o e o 0 0 0 0 0 0 0 0 0 Ao 0 0 " m D
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 = m x
? n
Q =r
w =1
DCD
J M
_ v, o 0 0 0 0 0 0 o v o 0 o v 0 D N
m m m m m m m m m m m m m m cn G
0
m O g m g S S g c g S Q g a
m 1 O y < U1 s o N m U1 (1) V1 (1) (n N U) N to
m 00) m v Z m m y 2 Q m 2 2 Z m
< c3 ° 'P N ? A c °i 3 r m -0 - N N m 0 m � d
9 _ 3 m M A m G y 0 D <' m o o m m
x T1 T m J 07 O m m
O 0 d m C G m m m r C C m m (� n
d J ..m.. m m m J' 1� y O O' O' <
CL
c m m c m m m m m a m m m J 0 0 < �'
O 3 n m m = CD
m0. m a N ,� S m m m g c7 0
�+ n m m o y 3 m m z D
m m 0 N a m = � ' 3 m � " � c o' m
00 m A it m = 3 m m 3 n m m _
0 m Sig m 0 � g m w
< 3 m c < _
S N J m 'm" m y y
m
CD
m O y = ' m = C Z
S = N m .� O m O M
mCD M x UJ J
m m H M
c = 0
C-
0 O y ° m O
0 n r
N 3y OD O W
03 y N Z 0.
459 69 (A
C WA f0 d 0
m o. a m N m �° 0 0 0 o m 0 N w v n o
J 0. c a` T c o c O m m
� $
m
oo CAcc
CL
m 00 p
m m m
o
fA w N N
V N + co 0 W a co N O
._.. fA O O m u O O O O V N N pw W GW71 0
O eA a e T O o N V O W Cl a +
m
co O O
N J
� m
_G <
CD
«
O. a O) N O1 N + O A
� pp N O
W fA EA fA b N N W +
Q fA A G o O o u O O O O m m V 0 -OWD \ N
3 O T a d O
w cn 0 0 0 O O 0 $ W
d o 0
m
m + fA W fA to fA M N
6 A W NcoW A N O
0CA
0 0 0 0 0 0
O
0 0
0
AA vi w fo w d, w N
W A W C W + N aD 0 N N N O
W + \ o O O V N C W O O O O o
O O O O 0 O O 0 O O a
C O O O O
Fr
S
69
$A (A M W M !A (A M N
W N p W
W W V fV71 O ' A co K)
O m N N W a r
07 O o m N O VV N co A ,W., O O Yl
O m !JCD W W N N 0 0
W o a N G1 N V co O O
O V a o N O V w Vl Ol OD
co 0 O N O O e +
co 0 O O O O 0 0 O O N
O
eA
M w N
m N) (�j M 0 !A N
00 W W A + N 0 V, N r W r
00 a' o O) o a m v N V rr C 0 O O
00 0 O 0 0 0 O O O O m
mD
x
s v
Q 0
_. =r
DCD
N �
y y _ � y a F ro
O Q v O o ma 3 O 3a n n S Como
e o o 0
cr s� aNO crn
�' o �
° c v .° 3 A $ B B a .o
� c o� g � °,� t � m. 'o' o' 2 L� �� � 5. � Z � � m 2r E'is
g a 2Q.
C3 N rn o. 2 y 2QN ° ;3
o• c� � m e a '�a � a � o.� w` � � �o•3 0. 3 0 � 3 'o' m c r .
'b p o : N CI w ' tiro vo d
o
e ro
N
m�m
'1
r
Q O� .�•� O N W O C
O O O O O O O /
7
C C O O O O C O O O O O O O O O m
7
W W �
�" �'•' W C O O O O O y N
C C O C O O O O O m —
vW
a a w Aon _ Y9
T T O O O O 00 O1
0 0 0 0 0 0 0 0 0 0 o m
C C C O O O O O O O O O O O O A I
S
N N TJ.
0 0o fnA
-o
N O O O
O rn
O O S S m
O O O O O O O
v �
W W �
mD
X
� m
Q 0
W j
RED FILE
'y ►_ 2TING AGENDA
DATE.(48 ITEM #_2S
counat memoizan6um
_:......:..........:.... E'COUNCIL 12-ODD DIR
I C2''e�0610 CTFIN DIR
May 27,2010 2rAGkO45'0_C"i'"6'-C'_FIRE CHIEF
113-ATTORNEY ZIPW DIR
TO: City Council i CLERK/ORIG 2-POLICE CHF
❑ DEPT HEADS C'IREC DIR
i i! P113 _� [�-
FROM: Katie Lichtig,City Manager I%-?12c, 11 R
UUTT IL SDfDI
Carrie Mattingly, Utilities D' for n�4Es r po�c- c,c—
e cty .vr�c.
SUBJECT: SEWER RATE STRUCTURE — RESIDENTIAL TO COMMERCIAL
CONVERSIONS
In July 2009, a local business property owner addressed Council, in person and in writing,
requesting his property, a residential to commercial conversion, be eligible for the residential
sewer cap. The owner stated the present sewer rate structure is inequitable for the older homes
that had been converted into offices and that "sewer rates are not volume based, as all water
usage, even for landscaping, is being double-charged as if it were being used for sewage." He
indicated it would be cost-prohibitive for him to install an irrigation meter. Council requested
staff to look into this issue and report back during the 2010 Sewer Fund review.
To provide long-term improvements to sewer customer service, the City performed a multi-year
study and comprehensive analysis which recommended a volume based sewer rate structure.
City Council adopted the new rate structure which became effective July 1, 2007. As a result of
the community process that preceded this decision, Council had priority ranked water and sewer
rate structure goals and objectives as follows:
1. Comply with legal requirements RECEIVED
2. Encourage conservation
3. Ensure revenue adequacy to fully meet system operating and capital needs MAY 2 7 2010
4. Provide equity and fairness between customers
5. Be easy to understand and administer SLO CITY CLERK
6. Facilitate ongoing review to maintain rate stability
Acknowledging no rate structure is perfect, with the Council's priorities in mind the consultant
created a volume based sewer rate structure that is easy to understand and administer while still
allocating costs as equitably as possible.
Because the volume-based sewer rate was to be based on the amount of water used, there was
concern over equity for residential properties that, at times, can use a significant amount of water
for outside uses. Unlike commercial properties,residential properties, due to cross contamination
concerns with the potable water system,may not install separate irrigation water meters. In order
to compensate for this, a residential sewer cap was established based on the average volume of
water used during a three-month period during the winter months.
Staff has analyzed the concerned property owner's sewer use charges using both the prior flat
rate and the new volume-based sewer rate structures. For the 11 months between July 2008 and
June 2009 he would have been charged$645.15 with the flat rate structure instead of the$326.02
Council Memorandum-Sewer Rate Structure—Residential to Commercial Conversions Page 2
that the property was billed using the commercial volume-based rate. The volume-based sewer
rate structure has effectively reduced his sewer use charges by about 50 percent.
Additionally, the Council has authorized the Utility Billing Adjustment Committee to resolve
disputes over utility billing issues. The owner was scheduled to meet with the Committee, but
had to cancel his meeting and has been unable to reschedule as of this date.
Staff has concern with and does not recommend creating a special category of commercial user
in the rate structure. This new category conflicts with many of the adopted sewer rate structure
goals and objectives. Below is a list of staff's concerns with a new rate category and its conflict
with the City's current rate structure policies:
I. Council rate structure priority number two is to encourage conservation. If existing
commercial properties choose not to install irrigation meters, planting a drought tolerant
landscape is a viable alternative to reduce and potentially eliminate outdoor water use.
2. Creating a rate structure with special categories or exceptions is more complicated than
the current design. There are multiple reasons why certain categories of commercial
sewer users could be charged differently — no rate structure perfectly addresses all
situations. Council rate structure priority number three is rates are easy to understand and
administer.The current rate structure was designed with this priority in mind.
3. Current City databases do not track residential units that have been converted to
commercial uses either through utility billing, business licensing, or other. Once the
property changes to commercial,with currently available technology,the information that
the property is a residential conversion to commercial is not available electronically.
While our databases are about to go through an upgrade, a significant investment of staff
resources to create this database would be required either by canvassing neighborhoods
or going through individual property files.
4. Sewer caps "reset" each time a residential account turns over. How changes in tenants or
intensification of uses in the commercial properties would be addressed is an issue of
equity. For example: if a converted commercial property were vacant during the winter
water use period setting the sewer cap and subsequently leased in the spring, but still
under the same property owner or management company that pays the water bills, the
potential for under collection of sewer rates is high. The risk of this happening with a
residential unit is low in comparison.
5. There would be an unknown fiscal impact on the overall sewer rates in the community as
the number of these converted properties is not known. Should Council choose to create a
special category for commercial properties converted from residential, extensive work
would be required to analyze the impacts, run rate scenarios, and incorporate the new
category into the rate model. This work would require the assistance of a consultant.
Staff will be presenting the 2010 Sewer Fund review on June 1, 2010 as Business Item 5 and will
be prepared to discuss this issue further should Council desire.
RED FILE
T •. MEETING AGENDA
DATEjOA ITEM --
council mcmoizan6um
.!'COUNCIL CYCDD D R I
Cl'81�0li*4im6� C7-FIN DIR I
May 27,2010 f ErA40'Cf#M"-1T-FIRE CHIEF I
fi IrATTORNEY arpw DIR
Z CLERK/ORIG Q POLICE CHF
TO: City Council :` 17 DEPT HEADS rAEC DIR
FROM: Katie Lichtig,City Manager mLML DIRmr"PI Dim
i
Carrie Mattingly,Utilities D' nYav rune's � j
CITI
SUBJECT: SEWER RATE STRUCTURE —. RESIDENTIAL TO COMMERCCAAlf
CONVERSIONS
In July 2009, a local business property owner addressed Council, in person and in writing,
requesting his property, a residential to commercial conversion, be eligible for the residential
sewer cap. The owner stated the present sewer rate structure is inequitable for the older homes
that had been converted into offices and that "sewer rates are not volume based, as all water
usage, even for landscaping, is being double-charged as if it were being used for sewage." He
indicated it would be cost-prohibitive for him to install an irrigation meter. Council requested
staff to look into this issue and report back during the 2010 Sewer Fund review. j
To provide long term improvements to sewer customer service,the City performed a multi-year
study and comprehensive analysis which recommended a volume based sewer rate structure.
City Council adopted the new rate structure which became effective July 1, 2007. As a result of
the community process that preceded this decision, Council had priority ranked water and sewer {
rate structure goals and objectives as follows:
1. Comply with legal requirements RECEIVED
2. Encourage conservation
3. Ensure revenue adequacy to fully meet system operating and capital.needs MAY 2 7 2010
4. Provide equity and faimess between customers
5. Be easy to understand and administer SLO CITY CLERK
6. Facilitate ongoing review to maintain rate stability
t
Acknowledging.no rate structure is perfect,with the Council's priorities in mind the consultant �
created a volume based sewer rate structure that is easy to understand and administer while still 4
allocating costs as equitably as possible.
Because the volume-based sewer rate was to be based on the amount of water used, there was
concern over equity for residential properties that, at times,can use a significant amount of water
for outside uses. Unlike commercial properties,residential properties,due to cross contamination 1
concerns with the potable water system,may not install separate irrigation water meters. In order
to compensate for this, a residential sewer cap was established based on the average volume of
water used during a three-month period during the winter months.
Staff has analyzed the concerned property owner's sewer use charges using both the prior flat a
rate and the new volume-based sewer rate structures. For the 11 months between July 2008 and
June 2009 he would have been charged$645.15 with the flat rate structure instead of the$326.02 i
F
M
Council Memorandum-Sewer Rate Structure—Residential to Commercial Conversions Page 2
that the property was billed using the commercial volume-based rate. The volume-based sewer
rate structure has effectively reduced his sewer use charges by about 50 percent.
i
Additionally, the Council has authorized the Utility Billing Adjustment Committee to resolve 1,
disputes over utility billing issues. The owner was scheduled to meet with the Committee, but i
had to cancel his meeting and has been unable to reschedule as of this date. {{
Staff has concern with and does not recommend creating a special category of commercial user 1
in the rate structure. This new category conflicts with many of the adopted sewer rate structure
goals and objectives. Below is a list of staff's concerns with a new rate category and its conflict
with the City's current rate structure policies:
1. Council rate structure priority number two is to encourage conservation. If existing
commercial properties choose not to install irrigation meters,planting a drought tolerant
landscape is a viable alternative to reduce and potentially eliminate outdoor water use. t
2. Creating a rate structure with special categories or exceptions is more complicated than j
the current design. There are multiple reasons why certain categories of commercial
sewer users could be charged differently — no rate stricture perfectly addresses all
situations. Council rate structure priority number three is rates are easy to understand and
administer.The current rate structure was designed with this priority in mind.
3. Current City databases do not track residential units that have been converted to
commercial uses either through utility billing, business licensing, or other. Once the
property changes to commercial,with currently available technology,the information that
the property is a residential conversion to commercial is not available electronically.
While our databases are about to go through an upgrade, a significant investment of staff
resources to create this database would be required either by canvassing neighborhoods
or going through individual property files.
4. Sewer caps"reset"each time a residential account turns over. How changes in tenants or
intensification of uses in the commercial properties would be addressed is an issue of
equity. For example: if a converted commercial property were vacant during the winter
water use period setting the sewer cap and subsequently leased in the spring, but still
under the same property owner or management company that pays the water bills, the
potential for under collection of sewer rates is high. The risk of this happening with a
residential unit is low in comparison.
5. There would be an unknown fiscal impact on the overall sewer rates in the community as
the number of these converted properties is not known. Should Council choose to create a
special category for commercial properties converted from residential, extensive work
would be required to analyze the impacts, run rate scenarios, and incorporate the new
category into the rate model.This work would require the assistance of a consultant.
Staff will be presenting the 2010 Sewer Fund review on June 1,2010 as Business Item 5 and will
be prepared to discuss this issue further should Council desire.
Y"
_rw