HomeMy WebLinkAboutItem 5.1 Zn7 WaterConectnFees
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CITY OF DUBLIN
AGENDA STATENBNT
City Council Meeting Date: March 14, 1994
SUBJECT:
proposed Alameda County Flood Control and Water Conservation
District-Zone 7 Water Connection Fee Increases
Report by: Public Works Director Lee Thompson
EXHIBITS ATTACHED:
1) / Letter from Zone 7
2) / Zone 7 Resolution No. 1653 accepting the camp, Dresser
& McKee (COM) Water Supply planning Report and
reaffirming the policy to pursue additional water
supply sources to meet identified needs.
3) ~CDM Summary Water supply Planning Report
4) ~ Draft letter from the Dublin City Council to the Board
of Directors of Zone 7 regarding the proposed
connection fee increases.
5) Zone 7 staff will be at the meeting to make a
presentation on the Report and on the proposal to
raise connection fees.
RECOMMENDATION: Hear presentation from Zone 7, allow public testimony, and
(1. _~give Staff direction for letter to be presented at Zone 7's
\\LAJ'O public hearing on March 16, 1994.
FIJlAHCIAL STATEMENT:
The City will incur higher connection fee costs in the
future development of parks and other public facilities.
The City will also need to pay the Zone 7 connection charge
for the Heritage Center prior to the effective date of the
rate increase.
DESCRIPTION: The Alameda county Flood Control and Water Conservation
District-zone 7 has taken the position to seek out and develop new water sources
so that the projected expansion of the valley may go forward. To this end, Zone 7
contracted with Camp, Dresser & McKee (COM) to prepare a water supply planning
report.
COM has completed the report, Zone 7 has accepted it and is now in the process of
carrying out the recommendations. The report identifies feasible additional water
supplies and develops a strategy for procuring the additional water.
Zone 7 has estimated the costs of these new supplies and proposes to increase the
water connection fees substantially (by 3.7 times) to pay for the cost of developing
new water sources~ It should be noted that Zone 7 has not raised their connection
fees in 16 years.
The upside of these actions is that Zone 7 is actively pursuing new water supplies,
and it appears that these supplies will be available as development occurs. The
downside is that it will be expensive. These new fees may also impact Dublin's
already approved in-fill projects, such as the Donlon Canyon and the Hansen Ranch
developments, which have already been delayed due to a downturn in the economy.
The Dublin San Ramon Services District received a similar presentation by Zone 7 at
their March 1st Board Meeting and took no official action.
Staff recommends that the City Cbuncil hear the presentation and give Staff
direction for a letter outlining the City of Dublin's position at the Zone 7 hearing
of March 16, 1994.
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Mike Gleason, Donlon canyon
Marti Buxton, California
Pacific Homes
CITY
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ALAMEDA COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT
5997 PARKSIDE DRIVE
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PLEASANTON. CALIFORNIA 94588
February 25, 1994
.
(510) 484-2600
Mr. Richard Ambrose
city of Dublin
P.O. Box 2340
Dublin, CA 94568
RECEIVED
FEB G 8 1994
CITY OF DUBUN
Re: Zone 7 Water connection Charge Program Update
Dear Mr. Ambrose:
Enclosed is a report which recommends increasing the charges for
connections to the Zone 7 water system to finance water supplies
and water facilities for projected development.
Since 1972, Zone 7 has been charging fees for new connections to
the water supply system in the Zone 7 service area. These fees
are used to fund improvements to the water treatment and delivery
system needed to provide water to new development.
Water supply Reports prepared by Zone 7 in February 1992 and
April 1993 and the Water Supply Planning Report prepared by Camp,
Dresser & McKee, dated January 1994, all indicate Zone 7 needs to
obtain additional water to meet future demands. This shortfall
of supply in water is largely due to the decrease in yield of the
state Water Project from uncertainties in regulatory requirements
(Endangered species Act) and facilities limitations. At the same
time water demands for the Zone 7 service area ~ill continue to
increase.
In order to finance the projects to develop new water, Zone 7 is
proposing to increase the water connection charges. The new
charge would be based on apportioning the cost of the expansion
projects among the new users. This method is in accordance with
the Zone 7 Board's policy of not burdening the cost of future
water supplies on existing water users.
Estimates by the cities of Dublin, Livermore, Pleasanton and the
County of Alameda project the population in the Livermore-Amador
valley to be about 275,000 in the year 2020. This is nearly
double the current population. The additional demands will
require Zone 7 to obtain about 25,000 acre-feet per year of
additional water supply. The Water Supply planning Report by
Camp Dresser & McKee evaluated Zone 7 options and recommended
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February 25, 1994
Page 12
projects necessary to develop water supplies from 1) water
conservation (demand reduction), 2) recycled water, and 3)
imported surface water. The facilities needed to import, treat,
store and distribute the water are intended to maintain the level
of reliability, peaking ability and water quality currently
provided to Zone 7 residents by the existing water system.
However, the projects selected still need feasibility and
engineering studies, CEQA documentation and Zone 7 Board approval
before implementing.
In order to fund the projects Zone 7 will need to raise the water
connection charge for a basic 5/B-inch meter connection from $830
to $3,050.
The Zone Board will hear comments on the proposed connection
charge and consider adopting the new charge at its regular board
meeting on March 16, 1994.
We would be available to discuss this proposed increase with you,
your staff or the city council.
Vif ~C5F'
am Dl.xon
General Manager
DHG:bkm
Enc.
cc (wjenc):
Lee Thompson
Larry Tong
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ALAMEDA COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT
BOARD OF DIRECTORS
ZONE NO.7
RESOLUTION NO. 1653
INTRODUCED BY
DIRECTOR FIGUERS
SECONDED BY
DIRECTOR HAGEMANN
WHEREAS, Zone 7 is the primary agency to supply water for
the cities of Dublin, Livermore and Pleasanton and surrounding
areas in the Livermore-Amador Valley; and
WHEREAS, the long range water needs of the Livermore-
Amador Valley have been provided principally by the State Water
Project; and
WHEREAS, the State Water Project cannot currently meet
its long-term contract commitments to Zone 7; and
WHEREAS, the future demands for water for planned
development in the Livermore-Amador Valley will exceed the
current supply; and
WHEREAS, the cities and water retailers served by Zone 7
have requested the Board of Directors to seek additional water
sources to supplement the State Water Project and to meet the
future water needs; and
WHEREAS, Zone 7 has retained a consultant, Camp Dresser &
McKee, to prepare a Water supply Planning Report to evaluate Zone
7's potential water supply options, and to recommend steps needed
to obtain additional water; and
WHEREAS, Camp Dresser & McKee has prepared such a report
which concludes that Zone 7 has a number of diverse and feasible
options involving water conservation, recycled water and imported
surface water, that Zone 7 can pursue for additional waterj
NOW, THEREFORE, BE IT RESOLVED that the Board of
Directors accepts the Water supply Planning Report, dated January
1994, and prepared by Camp, Dresser & McKeej and
BE IT FURTHER RESOLVED that the Board of Directors of
Zone 7 reaffirms its pOlicies as stated in Resolutions No. 1357
and 1629 to pursue additional water supply sources to meet
identified needsj and
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BE IT FURTHER RESOLVED that the General Manager is
authorized and directed to undertake the following steps
recommended in said Water supply Planning Report necessary to
develop future water supply:
. Develop a comprehensive water conservation program.
. continue to monitor and advocate State Water project
improvements.
. continue to pursue permits and studies for water
recycling projects.
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. continue to pursue water transfer opportunities.
. Pursue the future contractor share of the existing
South Bay Aqueduct capacity.
. Conduct a groundwater management study to define
guidelines for managed use of the groundwater basin,
inclUding recharge capabilities and salt balance.
. Develop a plan to expand groundwater recharge
program.
. Conduct an operations study of the existing water
supply system to evaluate groundwater, imported
surface water, and South Bay Aqueduct operations.
BE IT FURTHER RESOLVED that the General Manager be
directed to develop financing methods to accomplish the
development of future water supplies that will not be a burden on
the existing water users.
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ADOPTED BY THE FOLLOWING VOTE:
NOES:
DIRECTOR CONCANNON, FIGUERS, HAGEMANN, LAYTON, MARCHAND,
"(RACY
NONE
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AYES:
ABSENT:
DIRECTOR WENTE
ABSTAIN:
NONE
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I certify that the foregoing is a correct copy of a
resolution adopted by the Board of Directors of
Zone 7 of Alameda County Flood Control and
Water Conservation District
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on
JAN 1 9 1994
A TrEST:
By:~/~J.-f
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November 1993
ACCEPTEDJANUARV1994
ZONE 7
Alameda County Flood Control
and Water Conservation District
Water Supply Planning Report
Summary
COM
Camp Dresser & McKee Inc.
Water Transfer Associates
Public Affairs Management
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Purpose of Report
Recent cutbacks in deliveries of contracted
surface water from the State Water Project
underscore the State's inability to meet its
immediate and long-term contract
commitments to Zone 7. The cutbacks
occurred due to the recent drought and also
new environmental requirements of the
Endangered Species Act. Therefore, Zone 7
undertook preparation of this water supply
planning report. In addition to this Summary
Report, a separate expanded report presents
the information in more detail.
The purpose of the report is to identify
feasible additional water supplies (which are
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largely to replace those lost for environmental
needs) and to develop a strategy for
procuring that additional water. The report is
based on available information from Zone 7
and previous related studies. The feasible
options identified in this report will require
further study to develop specific water supply
projects; enhance the reliability of Zone 7's
existing supply; and meet future demands.
Zone 7
Zone 7 is one of the ten active zones of the
Alameda County Flood Control and Water
Conservation District, which is a special
district established by the State legislature in
1949. Zone 7 was established by popular vote
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Transmission
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Figure 1
Water Facilities
and Retail
Service Areas
Patterson Pass
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Main Groundwater Basin
Boundary
California
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Alameda County J
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Santa Cla,a County
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of the residents of the Livermore-Amador
Valley in 1957 under an amendment to the
District Act. Today Zone 7 serves a
population of about 140,000 in a service area
comprising approximately 425 square miles in
eastern Alameda County, as indicated on
Figure 1.
As the major water supply agency in eastern
Alameda County, Zone 7 has an ongoing
corrunitment to planning for existing and
future needs, implementing needed projects,
maintaining a reliable water delivery system,
and providing a quality product.
Water Del'nancJs
Zone 7 supplies treated water to retail water
agencies for municipal and industrial use, as
well as untreated water for irrigation to
farmers, golf courses, and others in the
Livermore-Amador Valley. The major retail
water agencies contracting with Zone 7 for
treated water include: The City of Pleasanton,
the City of Livermore, the Dublin San Ramon
Services District, and the California Water
Service Company.
The total existing water demand in 1992 for
all users was 40,200 acre-feet (AF). The total
future water demands are anticipated to
increase to about 66,500 to 87,000 acre-feet per
year by year 2020. The range of future
demands are based on varying levels of
municipal and industrial use, which is the
largest component (70 to 80 percent) of the
total demand. The municipal and industrial
demand is based on the projected population
and per person water demand rate (gallons of
water per day per person). A range of
population projections and per person water
demand rates are considered to allow for
uncertainties in actual future water use. Low
and high population projections are based on
the current or prospective General Plans
prepared by the Cities of Pleasanton,
Livermore and Dublin, and Alameda County.
The per person demand rates range from a
low of 190 to a high of 210 gallons per person
per day.
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Existing Water Supply
Water for the Livermore-Amador Valley
currently comes from three primary sources:
lIS Local groundwater
. Local runoff from the Arroyo del Valle
. Imported surface water from the State
Water Project (SWP)
The primary water facilities are indicated on
Figure 1. The Livermore-Amador Valley has
a large groundwater basin with a relatively
large storage capacity of over 240,000 acre-
feet. The Main Basin is characterized by
abundant well yields and good quality
groundwater. It is used to supply numerous
municipal wells and to store high quality
imported water.
Zone 7 holds water rights for flows in Arroyo
del Valle. Local runoff from the Arroyo del
Valle is captured in Lake Del Valle under
agreements with the State Department of
Water Resources. This runoff is either treated
and used directly, or recharged into the
groundwater basin for later recovery.
Imported water from the State Water Project
currently provides about 70 percent of the
water used in the Zone 7 service area. Under
a 75-year contract with the California
Department of Water Resources (DWR), Zone
7 receives water from the Feather River
watershed (Lake Oroville) via the Sacramento-
San Joaquin Delta and the South Bay
Aqueduct (SBA). Zone 7's contracted
amount of water increases to an annual
entitlement of 46,000 acre-feet in 1997.
However, the actual amount of water received
in anyone year is dependent upon many
variables; and indications are that the State
will not be able to meet its full contract
corrunitments. The imported water is
generally of good quality, and lower in total
mineral content than local groundwater. It is
treated at the Del Valle and Patterson Pass
Water Treatment Plants before delivery.
Some imported water is also released to the
arroyos for groundwater recharge.
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Sustainable Annual Yield of
Existing Water Supply
The sustainable annual yield of the existing
water supply is its long-term average annual
yield. The sustainable annual yield of Zone
7's existing water supply ranges from 48,900
to 56,000 acre-feet per year. It includes the
safe yield of the groundwater basin (13,400
acre-feet per year), the average yield of local
runoff from Arroyo del Valle (7,000 acre-feet
per year), and a range of estimates for
deliveries from the State Water Project (28,500
to 35,600 acre-feet per year). A range of
values is considered for State Water Project
deliveries to allow for future uncertainties due
to regulatory requirements (Endangered
Species Act) and facilities limitations. For
planning purposes, a total average annual
supply of 52,100 acre-feet per year is used for
Zone 7's existing water supply (median
supply). During dry years, groundwater
storage is used to balance reduced surface
water supply, and then replenished during
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wet years when excess surface water supply is
available.
Future Water Supply
Requirements
Figure 2 graphically compares the projected
water demands from 1995 through 2020 with
the average annual yield of the existing water
supply. As indicated on the figure, Zone 7
could need additional water by year 2000
based on a median level of demand (halfway
between low and high demand).
If Zone 7 could get its full contract
entitlement from the State Water Project, it
could almost meet the projected low water
demands through year 2020 and could meet
the projected high demands through year
2005. However, the Zone has little control
over the many variables associated with
actual deliveries from the State Water Prpject.
Therefore, Zone 7 cannot base its planning on
its full contract entitlement from the State and
must identify other sources of water supply.
90 90
85 85
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"0 75 Supply with Full Contract Qe~
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ro Entitlelnent from .~
"O~ 70 State Water Project X'-~ 70
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1995 2000 2005 2010 2015 2020
Year
Figure 2
Comparison of Existing Supply and Future Demands
Through Year 2020
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Potential Future Water Supply
Options
Zone 7 has spent considerable effort to
investigate potential options for increasing its
water supply. This information provided the
basis to identify potential feasible options for
additional future water supplies as shown in
Table 1. Alternatives for new water facilities
needed after year 2005 to convey and treat
future imported supply were also identified,
as shown in Table 2.
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Water Conservation (Option A)
Water conservation measures, such as public
education and low water use appliances and
landscaping, can help to reduce water
demands. Water conservation measures do
not actually provide additional water;
however, they reduce the need to obtain
additional water since demands are lower.
Table 1
Potential Water Supply Options
Potential Water SUDolv Option
Option A Water Conservation Savings
Option A -I Baseline Program (5-10 percent reduction in demand)
Option A-2 Intensive Program (additional 5 percent reduction
in demand)
Preliminary Estimated
Ouantity (acre-feet/year)
3,000 - 6,000
1,500 - 3,000
Option B Recycled Water (Reclaimed Wastewater)
Option B-1 Direct Reuse of Recycled Water for Irrigation
Option B-2 Groundwater Recharge of Demineralized Recycled Water
Option C Imported Surface Water
Option C-I Additional Water from Zone 7's State Water Project
Entitlement
Option C-2 Water Transfers
Option D Managed Use of Groundwater Basin for Short-Term Balancing
During Dry Years and Later Replenishment with Artificial Recharge
2,500 - 6,000
1,000 - 13,000
8,400-14,000
1,000 - 50,000
Based on Augmented
Recharge from
Additional Supply
Table 2
Facilities Alternatives for Option C Imported Surface Water Supplyll)
Facilities Alternatives for Option C Imported Surface Water Sum;,ly
Groundwater Recharge
Additional Storage of Surface Water at Lake
Del Valle
Future Contractor Share of Existing South Bay
Aqueduct (SBA) Capacity
Enlarged South Bay Aqueduct (SBA)
Additional Surface Water Treatment Plant Capacity
Alternative I
Alternative 2
Alternative 3
Alternative 4
Alt/?rnative 5
Preliminary Estimated
Capacitv (acre-feet/vear)
4,000 - 10,000
18,000 - 20,000
15,000
10,000 - 30,000
12,500 - 30,000
(I)Needed after year 2005 to implement Option C Imported Surface Water Supply.
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Recycled W<lter (Option [3)
Demineralized recycled water (reclaimed
wastewater) can be used for replenishing
(recharging) the groundwater basin and for
irrigation of agricultural lands, golf courses,
parks and other landscape areas. Nondemin-
eralized recycled water can be used for irri-
gation over certain portions of the ground-
water basin. Recycled water would be treated
to meet water quality requirements of the
State Health Department and Regional Water
Quality Control Board.
Imported Surface Water (Option C)
Imported surface water remains an important
component of Zone 7 water supply. But, the
timeframe is uncertain for construction of
State Water Project improvements needed to
increase the average annual supply available
from the State. Zone 7 can also purchase
surface water that currently supplies other
users, such as irrigation districts and farmers,
by contracting for water transfers. Severe
shortages during the most recent drought
have focused considerable attention on water
transfers as a water supply source.
Managed Use of Groundwater Basin (Opt. D)
Zone 7 also has the option of managing the
use of the groundwater basin to meet
changing water supply needs. Due to the
relatively large groundwater basin, Zone 7
can pump in excess of the safe annual yield
on a short-term basis to balance temporary
shortfalls in other sources of supply. The
temporary borrowing would be replenished
by recharge when other water supplies are
available. This option must be implemented
in conjunction with procuring imported water
and/or recycled water for replenishing the
groundwater basin. Additional production
wells will be added in the future as part of
Zone 7's normal operating criteria for peaking
and emergency reserves.
Facilities l\.equirements for Option C
After year 2005! the imported surface water
options will require new facilities for
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conveyance, storage and treatment. These
facilities could include: groundwater recharge
facilities! such as basins or injection wells; a
new reservoir at Lake Del Valle; additional
South Bay Aqueduct capacity; and additional
treatment plant capacity.
Evaluation of Potential Water
Supply Options
The potential water supply options and
facilities alternatives were evaluated with
respect to the following key economic and
non-economic factors:
. Economic (unit cost per acre-foot of
additional supply or additional
capacity)
. Reliability (good, fair, poor)
. Implementability (good, fair, poor)
. Flexibility (good, fair, poor)
. Environmental Impacts (minimal,
moderate, severe)
These criteria were used to provide a
preliminary screening level comparison of the
potential options based on qualitative
evaluations.
Tables 3 and 4 summarize the evaluation
findings for the potential water supply
options and facilities alternatives. The tables
present the unit cost per acre-foot of
additional supply, and the overall rating for
each non-economic evaluation criteria. As
indicated on the tables, there are a number of
viable options for Zone 7 to consider as part
of a long-range plan.
Water Conservation (Option A)
Reducing demand through water conservation
savings would be a low cost means of
reducing the total amount of additional
supply required in the future. Water
conservation programs are an integral part of
state and regional resource management
efforts, but are developed and implemented
locally. Water conservation is an important
element to consider in long-term water supply
planning, and will probably be required
before water transfers are approved.
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Table 3
Summary Evaluation of Potential Water Supply Options
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Noh-Economic Criteria Economic
Reliability Implement- Flexibility Environ- Supply(l)
Potential Water Supply Option ability mental Unit Cost
Impacts ($/ AF)
A Water Conservation Savings
A-I Baseline Program Good Good Good Minimal 20-200
(5-10% savings)
A-2 Intensive Program Good Fair Good Minimal 200-600
(additional 5% savings
over baseline program)
B Recycled Water
B-1 Direct Reuse of Fair Fair Good Minimal 830-880
Recycled Water for
Irrigation
B-2 Groundwater Recharge Good Fair Good Minimal 710-950
with Demineralized
Recycled Water
C Imported Surface Water
C-1 Additional Water from Fair Fair Good Minimal 20-40(~)
State Water Project
Entitlement
C-2 Water Transfers Good/Poor Fair/Good Good Moderate/ 75-265(~)
Minimal
D Managed Use of Groundwater Good Good Good Minimal 20-900(3)
Basin for Short-Term Balancing
with Augmented Artificial
Recharge'
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Based ,on annualized capital and O&M costs Uuly 1993)
Cost of purchasing the water including conveyance costs within existing available capacity of the
South Bay Aqueduct (approximately an additional 10,000 acre-feet per year). For greater amounts,
which would not be needed until about year 2005, the total unit cost for additional imported water
would increase about $70-$190/ AF for additional conveyance costs as indicated on Table 4.
Cost would depend on the supply source used for replenishment (imported surface water or
recycled water).
(3)
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Recycled Water (Option B)
demineralized recycled water has the
additional benefit of reducing the salt
loadings to the groundwater basin.
Groundwater recharge of demineralized
recycled water would provide a highly
reliable, long-term supply source. As with
water conservation, water recycling is an
important element of a comprehensive
resource management program.
The potential water recycling options have a
relatively high unit cost. These costs would
be offset to some degree by reduced costs for
conveying sewage out of the Valley. Water
recycling projects can be developed and
implemented locally, and can be staged to
respond to actual future needs. The use of
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Table 4
Summary Evaluation of Facilities Alternatives for Option C Imported Water Supply(')
Non-Economic Criteria Economic
Reliability Implement- Flexibility Environmental Fadlities
Facilities Alternatives (for Option C) ability Impact:; Unit Cost
($/ AF)
Water Facilities (for Option C)
1 Groundwater Recharge Good Good Good/Fair Minimal 0-280(2)
2 Increased Surface Storage for Poor Poor Good Severe 190-310(2)
Imported Water/Local Runoff
(for treatment! direct use or
could be used for recharge)
3 Future Contractor Share of Good Good Good Minimal 130(2)
Existing SDA Capacity
4 Enlarged SBA with Existing Popr Good Good Moderate 70-190(2)
Reservoir
5 Additional Treatment Plant Good Good Good Minimal 110-120(2)
Capacity for Imported
Water/Local Runoff
(I) Needed after year 2005.
(2) Does not include cost of urchased water.
Imported Surface Water (Option C)
Receiving additional water from the State
would still provide one of the lowest cost
sources of additional supply. Zone 7 should
continue to monitor and advocate the State
Water Project improvements to get additional
water under their entitlement. However, the
Zone has little control over the ability of the
State Water Project to meet its conunitmentsi
and cannot rely on getting additional water.
The water transfer options as a group
represent a significant opportunity to convert
water from agricultural use to urban use.
Water transfers are relatively new as a water
supply option. They have a specific window
for negotiations and approvals, a relatively
low and identifiable cost, and a potentially
reliable supply based on existing water rights
and facilities. They can also be structured to
protect against future costs when water
supplies are reduced to meet environmental
needs.
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Managed Use of Groundwater Basin (Opt. D)
Managed use of the groundwater basin would
provide the Zone with the ability to balance
temporary shortfalls in other supplies,
particularly during dry years. It would also
provide valuable storage capacity for recycled
water and for imported water and local runoff
when available, particularly during wet years.
Zone 7 could manage the groundwater basin
for balancing and storage.
Facilities Requirements for Option C
Additional water facilities will be needed after
year 2005 for conveyance, storage, and
treatment of imported water. The timing of
these facilities will depend on the specifics of
the water transfer agreements. For example,
if the transfer must occur over a 3-month
period, the transfer facility must be larger
than if the transfer could occur over a 12-
month period.
7
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Enlarged facilities will be needed when the
transferred amount exceeds the existing
capacity of the South Bay Aqueduct. Storage
would also be needed since it is likely that
water transfer deliveries would occur
primarily in the winter months when State
Water Project deliveries are lowest. This
storage could either be in the groundwater
basin, or surface storage in an expanded Lake
Del Valle. However, groundwater storage
would be easier to implement than a new
surface water reservoir. Treatment would
also be required for imported water that is
used directly.
Action Plan
Zone 7 is in a good position with respect to'
its water supply. The Zone has adequate
existing supply to meet its demands for the
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next five to ten years. To meet its future
needs, the Zone has a number of diverse and
feasible options that it can pursue for
additional water. Rather than having to rely
on a single source, the Zone can pursue
several options as a hedge against future
uncertainties. In particular, the groundwater
basin is a valuable resource for Zone 7 which
other local agencies may not have. Zone 7
also has available capacity in the South Bay
Aqueduct for additional surface water supply.
To maintain this good position and minimize
future costs, Zone 7 must plan for the
additional supply now.
The potential phasing of the incremental
future supply needs is shown graphically on
Figure 3. The existing median annual supply
of 52,100 acre~feet per year is adequate to
90
80
70
60
Legend
( Based on Median Demand)
Additional Supply 5th Phase (Year 2020)
Additional Supply 4th Phase (Year 2015)
Additional Supply 3rd Phase (Year 2010)
Additional Supply 2nd Phase (Year 2005)
Additional Supply 1st Phase (Year 2000)
Existing Median Supply
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40
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20
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Figure 3
Potential Phasing of Future Water Supplies
8
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meet Zone 7's water demands until about the
year 2000 based on median demand (halfway
between low and high demand). Zone 7 will
need from 15,000 to 35,000 acre-feet per year
of additional supply to meet year 2020 water
demands, depending on the actual level of
water use and the availability of State water.
Zone 7 has the opportunity to develop a
balanced program for water supply from a
number of sources, including the State Water
Project, groundwater, recycled water, water
conservation practices, and water transfers.
In general, Zone 7 seeks to develop a strategy
to meet the demands with the best reliability,
and at the least cost. However, lower
reliability with lower cost could be considered
because of Zone 7's ability to store water in
the groundwater basin. Zone 7's access to
these different types of water supply provides
the potential for a diverse and, hence, reliable
supply.
The potential water demands that Zone 7 will
face can be met with an economically feasible
and implementable program. The program
should be based on providing additional
supply from a number of sources, rather than
relying on a single source. This strategy will
help to protect against future uncertainties
affecting anyone source. As a baseline,
implementing water conservation measures
assures increased control of demand. The
staged development of demineralized water
recycling projects would provide Zone 7 with
experience at limited initial cost, so that this
water supply source could be available in the
future. In the near-term, Zone 7 should
pursue carefully selected water transfer
options, coupled with managing the use of
groundwater storage, and firming up the
South Bay Aqueduct capacity availability.
Zone 7 is particularly fortunate in having use
of a groundwater basin that can offer a hedge
if a dry period should occur simultaneously
with a delay in obtaining a transferred
supply, or other supplies. A major advantage
is that transfer of water to replenish the basin
can be done during wet years following a
drought period, when supplemental water
supplies are more readily available.
.
Planning for water supply now looks at a
shorter period of 10 to 15 years; versus past
planning goals which have looked at a 50 to
100 year timeframe. Regulatory and
environmental requirements are constantly
changing, which affects the ability to plan
effectively for the very long-term. A strategy
for Zone 7 to undertake in developing future
water supply projects over the next 25 years is
shown on Figure 4.
This strategy will allow Zone 7 to plan and
meet its identified near-term needs to about
year 2005. It also identifies potential long-
term needs after year 2005 and sets a
framework to meet those needs. The
recommended steps are phased in 5-year
stages corresponding to future requirements
for additional water supply. It is anticipated
that planning for long-term needs would be
re-evaluated periodically with updated
information.
Over the next five years, Zone 7 should:
. Develop and implement a
comprehensive water conservation
program.
. Continue to monitor and advocate
State Water Project improvements.
. Continue to implement permits and
studies for water recycling projects.
. Continue to pursue water transfer
opportunities.
. Obtain the future contractor share of
the existing South Bay Aqueduct
capacity.
. Conduct a groundwater management
study to define guidelines for managed
use of the groundwater basin,
including recharge capabilities and salt
balance.
. Develop a plan to expand
groundwater recharge program.
. Conduct an operations study of the
existing water supply system to
evaluate groundwater, imported
surface water, and South Bay
Aqueduct operations.
9
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. Develop and Implement
Water Conservation Program
- Baseline Program
- Intensive Program
. Monitor and Advocate State
Water Project Improvements
. Conduct Groundwater
Management Study
- Initial Study
- Updates
. Conduct Operations Study of
Existing Water Supply System
- Initial Study
- Updates
. Pursue Water Transfer
Opportunities
- Initial Contracts
. Additional Contracts
. Implement Water Recycling
Permits, Studies and Projects
- Initial Permits, Salt
Management Plans,
Demonstration Projects
- Additional Water Recycling
Projects
. Develop Plan and Expand
Groundwater Recharge Program
- Instream Releases, Injection
Wells
. Off-Stream Spreading Basins
( Chain of Lakes)
. Obtain Additional South Bay
Aqueduct Capacity
. Future Contractor Share of
Existing Capacity
. Enlarged South Bay Aqueduct
( Regional)
. Update Water Supply Planning
Report
. Add Treatment Plant Capacity
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1995 2000 2005 2010 2015 2020
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2000
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2005
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2010
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2020
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Figure 4
Timeline for Development of Future Water Supplies
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ZONE 7
Alameda County Flood Control and Water Conservation District
5997 PARKSIDE DRIVE PLEASANTON, :CA 94588 (510) 484-2600
BOARD OF DIRECTORS
. James J. Concannon
. Sands H. Figuers
. August M. Hagemann, Jr.
. David W. Layton
. John P. Marchand
. Margaret J. Tracy
. Philip R. Wente
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GENERAL MANAGER
· Jim Dixon
COM
Camp Dresser & McKee Inc.
in association with
Water Transfer Associates
Public Affairs Management
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March 8, 1994
DRAF~f
Chairman & Members of the Board
Alameda county Flood Control and
Water Conservation District-Zone 7
5997 Parks ide Drive
Pleasanton CA 94588
SUBJECT: proposed Increase in Zone 7 Water Connection Fees
Dear Mr. Chairman and Members of the Board:
This letter serves to state the Dublin City council's position on the proposal
before the Board to increase water connection fees.
The City of Dublin appreciates Zone 7's continuing efforts to find and develop new
water supplies for the orderly development of the Valley so that Dublin's expanded
planning areas may proceed as envisioned in the City's General Plan.
Our immediate concern is that Dublin does have some in-fill projects which have been
approved but have been delayed due to the downturn in the economic climate. It
would be greatly appreciated if these projects could be given a reasonably long
window of opportunity to pay applicable connection fees prior to the increase going
into effect.
Very truly yours,
Peter W. Snyder
Mayor
PWS/LST/mb
a:mar\8zone7
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