LAFCO
Lake Berryessa Region (2011)
Read the report at Local Agency Formation Commissions ↗
LOCAL AGENCY FORMATION COMMISSION OF NAPA COUNTY
LAKE BERRYESSA REGION:
MUNICIPAL SERVICE REVIEW
Agencies Evaluated:
Lake Berryessa Resort Improvement District
Napa Berryessa Resort Improvement District
Spanish Flat Water District
Final Report
April 2011
Prepared By:
LAFCO of Napa County
1700 Second Street, Suite 268
Napa, California 94559
http://napa.lafco.ca.gov
Committed to serving the citizens and government agencies of its jurisdiction by
encouraging the preservation of agricultural lands and open-space and coordinating
the efficient delivery of municipal services.
Bill Dodd, Chair, County Member
Lewis Chilton, Vice Chair, City Member
Juliana Inman, Commissioner, City Member
Brian J. Kelly, Commissioner, Public Member
Brad Wagenknecht, Commissioner, County Member
Joan Bennett, Alternate Commissioner, City Member
Mark Luce, Alternate Commissioner, County Member
Gregory Rodeno, Alternate Commissioner, Public Member
Keene Simonds, Executive Officer
Jacqueline Gong, Commission Counsel
Brendon Freeman, Staff Analyst
Kathy Mabry, Commission Secretary
Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
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TABLE OF CONTENTS
Section Page
I. INTRODUCTION
A. Local Agency Formation Commissions……………………......... 4
B. Municipal Service Reviews ……...…………………………......... 4
C. Lake Berryessa Region…….………………………………...…… 5
II. EXECUTIVE SUMMARY
A. Overview…………………………………………………………… 8
B. Determinations…………………………………………………… 9
Growth and Population Projections…………………………............. 9
Present and Planned Capacities of Public Facilities…………………. 11
Financial Ability of Agencies to Provide Service……………………. 14
Status and Opportunities for Shared Facilities………………...……. 14
Accountability for Community Service Needs……………………… 15
Relationship with Regional Growth Goals and Policies……................ 17
III. AGENCY PROFILES
A. Lake Berryessa Resort Improvement District (LBRID) 18
Overview…………………………………………………………..... 18
Formation and Development…………………………………........... 18
Adopted Commission Boundaries…………………………………... 21
Population and Growth……………………………………………... 22
Organizational Structure……………………………………………. 23
Municipal Services………………………………………………....... 24
Financial……………………………………………………………. 30
B. Napa Berryessa Resort Improvement District (NBRID) 36
Overview…………………………………………………………..... 36
Formation and Development…………………………………........... 36
Adopted Commission Boundaries…………………………………... 39
Population and Growth……………………………………………... 40
Organizational Structure……………………………………………. 42
Municipal Services………………………………………………....... 43
Financial…………………………………………………………….. 51
C. Spanish Flat Water District (SFWD) 54
Overview…………………………………………………………..... 54
Formation and Development…………………………………........... 54
Adopted Commission Boundaries…………………………………... 56
Population and Growth……………………………………………... 58
Organizational Structure……………………………………………. 60
Municipal Services………………………………………………...... 61
Financial……………………………………………………………. 72
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IV. SOURCES
A. LBRID…………..…………………………………………………. 76
B. NBRID…………………………………………………………….. 78
C. SFWD…..………………………………………………………….. 80
APPENDICES No.
Government Code Section 56430…………………………………… A
Commission Policy on Municipal Service Reviews…………………... B
Memorandum on Other Municipal Services in Region………………. C
Senate Bill 1023 (Patricia Wiggins), Chaptered July 9, 2010…………. D
Comparison Table: RIDs v. CSDs…………………………………... E
Correspondence from NBRID, Dated November 9, 2010………….. F
Correspondence from the Pensus Group, Dated November 29, 2010. G
Correspondence from NBRID, Dated March 3, 2011………………. H
Correspondence from USBR, Dated March 10, 2011………………... I
Correspondence from NBRID, Dated March 15, 2011……………… J
Correspondence from NBRID, Dated March 25, 2011……………… K
Full Page Map of LBRID……………………………………………. L
Full Page Map of NBRID…………………………………………… M
Full Page Map of SFWD…………………………………………….. N
Regional Comparisons in Region: Fact Sheet………………………... O
FIGURES Page
1. Map of Lake Berryessa Region………………………………….....… 6
2. Vicinity Map of LBRID……………………………………………... 21
3. Vicinity Map of NBRID……………………………………………... 40
4. Vicinity Map of SFWD………………………...…..………………… 57
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I. INTRODUCTION
A. Local Agency Formation Commissions
Local Agency Formation Commissions (LAFCOs) are political subdivisions of the State of
California and are responsible for administering a section of Government Code now known
as the Cortese-Knox-Hertzberg Local Government Reorganization Act of 2000 (“CKH”).
LAFCOs are located in all 58 counties and are delegated regulatory responsibilities to
coordinate the logical formation and development of local governmental agencies and
services. Specific regulatory duties include approving or disapproving proposals involving
the establishment, expansion, and reorganization of cities and special districts. LAFCOs
inform their regulatory duties through a series of planning activities, namely preparing
municipal service reviews and sphere of influence updates. Underlying LAFCOs regulatory
and planning responsibilities is fulfilling specific objectives outlined by the California
Legislature under Government Code (G.C.) Section 56301, which states:
“Among the purposes of the commission are discouraging urban sprawl, preserving open-space and prime
agricultural lands, efficiently providing governmental services, and encouraging the orderly formation and
development of local agencies based upon local conditions and circumstances.”
LAFCOs are generally governed by a five-member commission comprising two county
supervisors, two city councilmembers, and one representative of the general public.1
Members must exercise their independent judgment on behalf of the interests of residents,
landowners, and the public as a whole. LAFCOs have sole authority in administering its
legislative responsibilities and its decisions are not subject to an outside appeal process.
B. Municipal Service Reviews
As part of the aforementioned CKH, LAFCOs are
now required to prepare municipal service reviews in A municipal service review is a
comprehensive evaluation of the availability
conjunction with establishing and updating each local
and adequacy of one or more services within
agency’s sphere of influence (“sphere”).2 The a defined area or of the range and level of
services provided by one or more agencies.
legislative intent of municipal service review is to
proactively inform LAFCOs with regard to the
availability and sufficiency of governmental services provided within their respective
jurisdictions. Municipal service reviews vary in scope and can focus on particular agency,
service, or geographic region. Municipal service reviews may also lead LAFCO to take other
actions under its authority, such as forming, consolidating, or dissolving one or more local
agencies. Municipal service reviews culminate with LAFCO making determinations on a
number of governance-related factors. This includes addressing infrastructure needs or
deficiencies, growth and population trends, and financial standing. LAFCOs may also
1 Several LAFCOs also have two members from independent special districts within their county. Each category
represented on LAFCO has one alternate member.
2 LAFCO establishes, amends, and updates spheres to designate the territory it believes represents the appropriate and
probable future service area and jurisdictional boundary of the affected agency. All jurisdictional changes, such as
annexations and detachments, must be consistent with the spheres of the affected local agencies with limited exceptions.
CHK requires LAFCO to review and update spheres every five years, as needed, beginning January 1, 2008.
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consider other factors if required by local policy. LAFCOs must complete the municipal
service review process prior to making related sphere determinations.
C. Lake Berryessa Region
This report represents LAFCO of Napa County’s (“Commission”) scheduled municipal
service review of the Lake Berryessa region. The municipal service review’s immediate
objective is to develop and expand the Commission’s knowledge and understanding of the
current and planned provision of local governmental services in the region relative to present
and projected community needs. This includes evaluating the availability and adequacy of
public services provided by the three principal local service providers operating in the region:
Lake Berryessa Resort Improvement District (LBRID); Napa Berryessa Resort Improvement
District (NBRID); and Spanish Flat Water District (SFWD). The municipal service review is
also an opportunity to consider whether reorganization alternatives involving one or more of
three service providers would measurably improve governance within the region.3 Finally, the
Commission will also use the municipal service review to inform its decision-making as it
relates to performing subsequent sphere updates for the three service providers as needed.
The report has been prepared in a manner consistent with the Commission’s Policy on
Municipal Service Reviews and is organized into two principal sections. The first section is an
executive summary that includes determinations addressing the specific factors required as
part of the municipal service review process. The second section provides a comprehensive
review of the LBRID, NBRID, and SFWD in terms of their formation and development,
relevant population and growth trends, organizational structure, municipal service provision,
financial standing, and regional comparisons. Standard service indicators are incorporated
into the review to help contextualize and evaluate service levels.
3 As part of its Comprehensive Water Service Study completed in 2005, the Commission noted future municipal service reviews
involving the local agencies serving the Lake Berryessa region should explore reorganization options given the
diseconomies of scale and other issues raised in the review.
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
Figure One
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II. EXECUTIVE SUMMARY
A. Overview
The Lake Berryessa region is home to close to 10% of the total unincorporated population
in Napa County. Nearly all of this population resides within one of four distinct
unincorporated communities: Berryessa Estates; Berryessa Highlands; Berryessa Pines; and
Spanish Flat. All four communities began developing subdivided lots in the early 1960s with
the expectation they would eventually and collectively result in roughly 7,000 residential units
with a permanent population of over 15,000. The development of these communities,
however, currently stands at one-tenth relative to initial expectations with approximately 700
residential units and an estimated population of 1,800.
Governmental services in the region are principally limited to public water and sewer
provided by LBRID (Berryessa Estates), NBRID (Berryessa Highlands), and SFWD
(Berryessa Pines and Spanish Flat); other pertinent public services available in the region,
including public safety, roads, and waste disposal, are provided at a basic level by the County
of Napa. The lack of planned development in the region has resulted in significant
diseconomies of scale for LBRID, NBRID, and SFWD in which they must spread out their
increasing service costs among relatively small customer bases. Markedly, the diseconomies
of scale coupled with past policy decisions to limit user charges have directly contributed to
all three Districts developing structural deficits with no operating reserves while deferring
needed capital improvements – especially to the sewer systems. These financial challenges
appear most pressing for LBRID and NBRID as they have become entirely dependent on
the County over the last two years for emergency loans to maintain cash flow. The pending
redevelopment of the United States Bureau of Reclamation’s seven concession sites in the
region has also created additional financial constraints on NBRID and SFWD with respect
to losses in past and future operating revenues. Specifically, the two concession sites served
by NBRID and SFWD were closed in 2008 and are not expected to be fully operational until
2021. Uses within these two concession sites are also expected to be developed at
significantly lower densities indicating a measurable decline in associated revenues.
In step with the financial and service challenges permeating the region, there appears to be a
growing desire among landowners and residents within both LBRID and NBRID to
reorganize the respective agencies to become independent from the County. The desire for
independence appears most strong among NBRID constituents based on ongoing
communication with the Commission. This includes support from the new concessionaire
contracted to develop and operate the former Steele Park Resort site, the Pensus Group.
The County Board of Supervisors – serving as the NBRID Board – agrees with this
sentiment and has formerly requested the Commission expeditiously reorganize the District
into a community services district as allowed under Senate Bill 1023.4 The County’s request
includes allowing the Supervisors to continue to serve as the District Board as part of a
transition plan negotiated with community stakeholders with the goal of calling for an
election to seat new board members on or before November 2012. Importantly, though it
will not in and of itself improve solvency, reorganizing NBRID into a community services
4 Senate Bill 1023 became effective January 1, 2011 and authorizes LAFCOs to reorganize resort improvement districts
into CSDs with the same powers, duties, and boundaries while waiving protest proceedings. The legislation also
authorizes LAFCOs to condition approval to include the election of five resident voters to serve as board members.
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district with the same powers and jurisdiction is merited. Reorganization would position the
community to become more responsive to changes in constituent needs by having the power
to provide additional municipal services in support of Berryessa Highlands’ continued
development. This statement is particularly pertinent given State law restricts NBRID to
only provide water and sewer services due to a 1971 amendment to its principal act. In
contrast, State law would allow the new community services district – subject to future
Commission approval – to provide a full range of municipal services, such as roads, parks,
and fire protection. Reorganization would also improve public accountability by presumably
facilitating the delegation of responsibilities in planning for the present and future service
needs of the community from the County to local residents.
B. Determinations
As mentioned, as part of the municipal service review process, the Commission must
prepare written determinations addressing the service factors enumerated under G.C.
Section 56430. The service factors range in scope from considering infrastructure needs and
deficiencies to relationships with growth management policies. The determinations serve as
statements or conclusions and are based on information collected, analyzed, and presented
in the individual agency reviews.
1. Growth and population projections for the affected area.
Regional Statements
a) LBRID, NBRID, and SFWD are the governmental agencies solely responsible for
providing public water and sewer services in support of the four unincorporated
communities located within the region: Berryessa Estates; Berryessa Highlands;
Berryessa Pines; and Spanish Flat. The current and future welfare of these
communities is dependent on the solvent operations of these three agencies.
b) The combined estimated resident service population within LBRID, NBRID, and
SFWD totals 1,804 and represents 6.3% of the overall unincorporated population.
c) It is estimated LBRID, NBRID, and SFWD have experienced a combined 1.9%
annual growth rate over the last five years resulting in 153 new residents within their
respective jurisdictional boundaries. This combined growth rate exceeded growth in
the remaining unincorporated areas over the last five years by a ratio of six to one.
d) It is reasonable to assume the rate of population growth within LBRID, NBRID,
and SFWD relative to the last five years will decrease by nearly one-half from its
current annual estimate of 1.9% to 1.0% based on demographic information recently
issued by the Association of Bay Area Governments. If this assumption proves
accurate, the combined resident population in all three districts will be 1,896 by 2015.
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e) Current non-residential growth within the Lake Berryessa region is primarily limited
to relatively small commercial and local-serving sites predominantly located within
SFWD’s Spanish Flat service area. Limited public recreational uses also currently
exist throughout the region and are tied to private concessionaire arrangements
managed by the United States Bureau of Reclamation. These existing non-residential
uses have relatively minimal impact on public water and sewer service demands.
f) It is reasonable to assume public recreational uses in the Lake Berryessa region will
significantly expand in the timeframe of this review in conjunction with the United
States Bureau of Reclamation’s redevelopment plans for the seven concessionaire
sites located along the shoreline. Two of the seven concessionaire sites, Lupine
Shores and Foothill Pines Resorts, are located within NBRID and SFWD’s
respective jurisdictional boundaries and will – based on the development plans
recently approved by the Bureau – measurably impact these agencies’ water and
sewer systems.
g) The planned uses for the remaining five concessionaire sites in the Lake Berryessa
region suggest it would be appropriate to consider including the affected lands within
the spheres of influence of existing or new special districts to help support their
orderly growth and uses given the Commission’s policies and objectives.
Consideration should incorporate and defer, as appropriate, to the input and
preferences of the United States Bureau of Reclamation.
Agency Specific Statements
a) Residential uses comprise nearly all development within LBRID and currently
include 188 developed single-family lots with an estimated resident population of
483. Buildout would presumably involve the development of the remaining 193
privately-owned lots in Berryessa Estates’ Unit One and Unit Two and result in the
District’s resident population more than doubling to 979.
b) Residential uses in NBRID currently comprise 358 developed single-family lots with
an estimated resident population of 920. Buildout would presumably involve the
development of the remaining 267 privately-owned lots in Berryessa Highlands’ Unit
One and Unit Two and result in the District’s resident population increasing by over
one-half to 1,606.
c) NBRID’s buildout is also expected to include the opening of Lupine Shores Resort
with demands equivalent to 88 lots or users; an amount measurably less than the 228
equivalent lots associated with the former Steele Park Resort.
d) Residential uses in SFWD currently comprise 167 single-family and mobile home
residences with an estimated population of 401. Buildout would presumably involve
the development of the remaining 62 privately-owned lots within Berryessa Pines
and Spanish Flat and result in the District’s resident population increasing by over
one-third to 560.
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e) SFWD’s buildout is also expected to include the opening of Foothill Pines Resort
with demands equivalent to 36 lots or users; an amount measurably less than the 221
equivalent lots associated with the former Spanish Flat Resort.
2. Present and planned capacity of public facilities and adequacy of public services,
including infrastructure needs or deficiencies.
Regional Statements
a) LBRID, NBRID, and SFWD’s infrastructure systems – particularly relating to sewer
– are becoming increasingly inefficient in meeting current demands as a result of
antiquated facilities coupled with new regulatory standards.
b) Contracted water supplies with the Napa County Flood Control and Water
Conservation District are sufficient with respect to accommodating current and
projected annual demands at buildout within LBRID, NBRID, and SFWD’s
respective jurisdictional boundaries. These supplies are a byproduct of the United
States Bureau of Reclamation’s Solano Project and considered reliable during single
and multiple-dry year conditions based on historical levels at Lake Berryessa.
c) LBRID, NBRID, and SFWD’s water treatment and storage capacities are adequately
sized to meet current and projected peak day demands within the timeframe of this
review. These existing capacities help to ensure adequate reserves are available
during an emergency or interruption in service as required under State law.
d) Moderate to significant water treatment and storage capacity expansions will be
needed to meet projected peak day demands at buildout within LBRID, NBRID, and
SFWD’s Spanish Flat service area.
e) Other pertinent public services in the region, including law enforcement, fire
protection, street maintenance, and waste disposal, are provided directly or indirectly
by the County of Napa and appear to have sufficient capacities relative to existing
community needs. Community preferences to elevate the range and level of these
County-provided services would require local funding and presumably need to
delegate to an existing or new special district.
Agency Specific Statements
a) The buildout of LBRID’s jurisdictional boundary is expected to more than double its
annual water demand from 29.5 to 65.7 acre-feet. This projected buildout demand
can be reliably accommodated by the District given the total would represent only
33% of its contracted water supply.
b) LBRID’s water treatment and storage facilities have surplus capacity in meeting the
current peak day demand total of 0.40 acre-feet. This total represents 52% and 32%
of the District’s available treatment and storage capacities, respectively, and is
expected to accommodate peak day demands through the timeframe of this review.
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c) A moderate expansion to LBRID’s water treatment capacity in the amount of 0.08
acre-feet would be needed for the District to meet its projected peak day demand of
0.85 acre-feet at buildout within Berryessa Estates.
d) LBRID’s sewer system is designed with sufficient capacity to meet average day
demands within its jurisdictional boundary through the timeframe of this review.
Current peak day wet-weather demands, however, substantially exceed existing
capacities by over 40%. These excessive totals are attributed to increasing infiltration
into the collection system and have directly resulted in a series of unauthorized spills
leading to two substantial fines by the Regional Water Quality Control Board.
e) Excessive peak day wet-weather demands for LBRID are expected to continue
without significant improvements to the collection system to reduce infiltration, and
therefore subject the District to additional fines and related sanctions.
f) The buildout of NBRID’s jurisdictional boundary – including the planned
development of Lupine Shores Resort – is expected to nearly double the District’s
current annual water demand from 71.4 to 132.6 acre-feet. This projected buildout
demand can be reliably accommodated by the District given the total would
represent only 44% of its contracted water supply.
g) NBRID’s water treatment and storage facilities have surplus capacity in meeting the
current peak day demand total of 1.5 acre-feet. This total represents 79% and 98%
of the District’s available treatment and storage capacities, respectively, and is
expected to accommodate peak day demands through the timeframe of this review.
h) Significant improvements would be needed to increase NBRID’s water treatment
and storage capacities to meet the projected peak day demand of 2.6 acre-feet at
buildout within Berryessa Highlands.
i) NBRID’s sewer system is designed with sufficient capacity to meet current average
day demands within its jurisdictional boundary through the timeframe of this review.
Current peak day wet-weather demands, however, substantially exceed the District’s
existing capacity by over 50% due to pervasive infiltration into the collection system
as well as poor drainage at its spray field site.
j) Excessive demands on the sewer system during extended storm events have directly
resulted in NBRID receiving multiple violation notices from the Regional Water
Quality Control Board as well as a recent Cease and Desist Order directing the
District to limit its average day sewer flows to 50,000 gallons; an amount the District
will continue to exceed without significant improvements to its collection system.
k) The need for substantial improvements to NBRID’s sewer collection system to
reduce infiltration is evident given current average day demands during dry weather
equal close to 100% of the District’s daily water demands.
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l) The buildout of SFWD’s entire jurisdictional boundary – including the planned
development of Foothill Pines Resort – is expected to raise the District’s annual
water demand by over three-fifths from 59.0 to 94.5 acre-feet. This projected
buildout demand can be reliably accommodated by the District given the total would
represent only 47% of its contracted water supply.
m) SFWD’s water treatment and storage facilities within the Berryessa Pines service area
have surplus capacities in meeting the current peak day demand total of 0.17 acre-
feet. This total represents 39% and 55% of the District’s available treatment and
storage capacities, respectively, in the service area and is expected to accommodate
peak day demands through the timeframe of this review.
n) No additional capacity expansions would be needed to SFWD’s water treatment and
storage facilities within the Berryessa Pines service area to meet the projected peak
day demand of 0.22 acre-feet at buildout.
o) SFWD’s sewer system in the Berryessa Pines service area appears to be adequately
designed to accommodate current average and peak day demands, although specific
capacity levels are not documented. The lack of documentation creates uncertainty
in assessing the ability of the District to sufficiently accommodate additional sewer
demands within Berryessa Pines.
p) SFWD’s water treatment capacity within the Spanish Flat service area has surplus
capacity in meeting the projected peak day demand total of 0.31 acre-feet. This total
represents 58% of SFWD’s available treatment capacity and is expected to
accommodate peak day demands through buildout.
q) Overall storage capacities within SFWD’s Spanish Flat service area are presently
operating beyond capacity relative to accommodating the current peak day demand
total of 0.31 acre-feet. This existing constraint is specifically tied to deficient storage
within the initial pressure zone, which currently serves close to three-fourths of the
customer base and is undersized by one-fifth in meeting its proportional share of the
peak day water demand.
r) Significant improvements would be needed to nearly double SFWD’s overall water
storage capacities within the Spanish Flat service area to meet the projected peak day
demand of 0.52 acre-feet at buildout.
s) SFWD’s sewer system in the Spanish Flat service area is designed with sufficient
capacity to meet current and projected average as well as peak day demands through
the timeframe of this review. Improvements would be needed to increase capacity
during wet-weather conditions at buildout.
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3. Financial ability of agencies to provide services.
Regional Statements
a) The ability of LBRID, NBRID, and SFWD to generate adequate operating revenues
in the absence of high user charges is difficult given the lack of planned development
within their respective jurisdictional boundaries. The diseconomies of scale
associated with the lack of planned development coupled with past policy decisions
to limit user charges have directly contributed to all three agencies developing
structural deficits with no operating reserves.
Agency Specific Statements
a) Solvency for LBRID and NBRID remains a critical issue as both districts have
experienced precipitous declines in their unrestricted reserves due to persistent
operating shortfalls resulting in negative balances.
b) LBRID has experienced over a 400% decline in its unrestricted fund balance over
the last five years from $0.14 to $(0.72) million. This decrease is attributed to $1.01
million in net income losses since 2006.
c) NBRID has experienced over a 300% decline in its unrestricted fund balance over
the last five years from $0.25 to $(0.58) million. This decrease is attributed to $0.96
million in net income losses since 2006.
d) Due to their structural deficits in which expenses have been consistently exceeding
revenues, LBRID and NBRID have become entirely dependent on discretionary
loans from the County of Napa to maintain positive cash flows.
e) The ability and consent of LBRID and NBRID constituents to assume additional
costs is uncertain since they currently pay on average $304 and $217 per month,
respectively, for water and sewer related services; totals believed to be the highest in
Napa County.
f) The current financial position of SFWD is uncertain given no audit has been
prepared on the District’s financial statements since the 2006-2007 fiscal year; a year
in which the District finished with an unrestricted fund balance of ($0.26 million).
4. Status and opportunities for shared facilities.
Regional Statements
a) LBRID, NBRID, and SFWD serve unincorporated communities with common
social and economic interests directly tied to residential, commercial, and recreational
activity at Lake Berryessa. These common interests suggest all three districts
continue to pursue existing and new opportunities to share resources for the
collective benefit of their respective constituents.
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b) LBRID, NBRID, and SFWD should explore opportunities to contract with a single
vendor to provide administrative and operational support services. This type of
arrangement may help economize limited resources while establishing more uniform
levels of management services. This type of arrangement may also serve as a litmus
test in considering the merits of other resource-sharing alternatives in the region.
Agency Specific Statements
a) LBRID and NBRID’s organizational dependency to the County of Napa provides
continual cost-savings with respect to the districts sharing staff, equipment, and
materials. It is reasonable to assume separating one or both of the districts from the
County would result in moderate to significant cost increases to the agencies.
b) SFWD reports it has made a concerted effort to no avail in the past to explore
mutually beneficial opportunities to share resources with other districts in the greater
area, including NBRID and Circle Oaks County Water District. The Commission
commends these efforts and encourages SFWD to continue pursuing cost sharing
efficiencies with other neighboring agencies.
c) A significant portion of SFWD’s potable water system is located on federal property
under an easement with the United States Bureau of Reclamation that expired in
1999. It is imperative SFWD renew its easement with the Bureau to ensure the
District has immediate and timely access to its service infrastructure.
5. Accountability for community service needs, including governmental structure
and operational efficiencies.
Regional Statements
a) LBRID, NBRID, and SFWD are governed and managed by responsive and
dedicated public servants operating under challenging circumstances with respect to
maximizing the use and benefit of limited resources on behalf of their respective
constituents.
b) LBRID and NBRID have made concerted efforts over the last several years to
improve outreach with their respective constituents. These efforts have helped
clarify the roles and responsibilities of the Districts apart from the County of Napa
and contributed to strengthening the social and economic interests within the
communities.
c) It would be advantageous for LBRID, NBRID, and SFWD to each develop and
maintain agency websites for purposes of posting pertinent service and financial
information for public viewing. These actions will strengthen the Districts’
accountability to their respective constituents while helping to foster needed civic
engagement regarding the current and planned services of the agencies.
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Agency Specific Statements
a) LBRID and NBRID were formed to provide a broad range of municipal services for
the Berryessa Estates and Berryessa Highlands communities. However, due to an
amendment to their principal act, the Districts are limited to providing only water
and sewer services with all other pertinent public services generally provided at a
basic level by the County of Napa.
b) It is reasonable to assume the continued development of the Berryessa Estates and
Berryessa Highlands communities will eventually necessitate the need for other
elevated public services to support existing development; services that would require
either expanding LBRID and NBRID’s powers through reorganizations or creating
new special districts.
c) LBRID and NBRID are governed by the County of Napa Board of Supervisors who
are elected by, and accountable to, registered voters residing in their assigned ward.
This governance system diminishes local accountability given constituents are limited
to voting for only one of the five District board members.
d) There is increasing acrimony among LBRID and NBRID constituents with respect
to the County of Napa’s management of the two Districts. This acrimony has led to
growing desire among landowners and residents within both Districts to reorganize
their respective agencies to become independent. The desire for reorganization
appears strongest among NBRID constituents based on communication with the
Commission.
e) Given underlying governance and service challenges, it would be appropriate to
expedite NBRID’s reorganization into a community services district with the same
powers and jurisdiction as authorized under Senate Bill 1023. Reorganization would
position the community to become more responsive to changes in constituent needs
by having the power – subject to subsequent Commission approval – to provide
additional municipal services in support of Berryessa Highlands’ continued
development. Reorganization would also improve public accountability by
presumably facilitating the delegation of responsibilities in planning for the present
and future service needs of the community from the County to local residents.
f) Reorganization of NBRID into a community services district can serve as a model
for LBRID and its constituents in assessing preferences and objectives as it relates to
the governance of public services in the community.
g) Reorganization of SFWD is not a priority given the constituents’ apparent
satisfaction of the District’s governance and management. Nonetheless, given the
potential future need for additional public services that are outside SFWD’s existing
powers, reorganization may be appropriate at a later time.
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6. Relationship with regional growth goals and policies.
Regional Statements
a) LBRID, NBRID, and SFWD serve vital roles in supporting the County of Napa’s
land use policies with regard to providing necessary public water and sewer services
to four of the largest planned unincorporated communities in Napa County.
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III. AGENCY REVIEWS
A. Lake Berryessa Resort Improvement District
1.0 Overview
LBRID was formed in 1965 to provide a full range of municipal services in support of the
development of Berryessa Estates, an unincorporated community remotely located along
Putah Creek in northeast Napa County. Initial development plans included the construction
of approximately 2,000 residential units along with various commercial and recreational
accommodations to serve an expected permanent resident population of 5,000 along with
40,000 annual visitors. Due to economic conditions, however, development within
Berryessa Estates has been primarily limited to the creation of a 351-lot residential
subdivision. Additionally, a 1971 amendment to its principal act has restricted LBRID to
providing only sewer and water services.5
LBRID currently has an estimated resident service population of Lake Berryessa RID
483. LBRID is a dependent special district governed by the Date Formed: 1965
County Board of Supervisors. Daily operations are managed by District Type: Dependent
Resident Population: 483
the County Public Works Department. The current adopted
Services Provided: Sewer/Water
operating budget is $0.91 million resulting in a per capita cost of
$1,884. The unrestricted fund balance totaled ($0.72 million) as of July 1, 2010.6 Markedly,
this portion of the fund balance is expected to further decrease to ($0.87 million) by the end
of the current fiscal year due to a budgeted operating shortfall.
2.0 Formation and Development
2.1 Formation Proceedings
LBRID’s formation was proposed by the Labry Corporation as the principal landowner
within the affected area to help facilitate and support the planned development of Berryessa
Estates. The Commission approved the formation proceedings in February 1965 and
authorized LBRID to provide a full range of municipal services, including water, sewer, fire,
police, roads, lighting, and public recreation. LBRID’s formation coincided with an
ordinance change by the County to rezone the affected area from Watershed Recreation to
Planned Community; an action that paralleled a concurrent change for another planned
development near Lake Berryessa, Berryessa Highlands. Formation proceedings were
approved by the Commission in conjunction with the Board of Supervisors agreeing to serve
as LBRID’s initial governing body with the expectation residents would eventually assume
governance control over the District as allowed under the principal act. Voters confirmed
the formation of LBRID in April 1965.
5 Other municipal services directly provided within Berryessa Estates are limited and include a basic level of fire, law
enforcement, and road maintenance from the County as well as interment from the Pope Valley Cemetery District.
6 LBRID’s unrestricted fund balance for budgeting purposes is $0.19 million with $590,250 coming from loans from the
County of Napa to provide emergency cash flow.
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2.2 Initial Development and Activities
Application materials associated with LBRID’s formation proceedings assert Berryessa
Estates’ development was expected to occur in five distinct phases. Development
commenced in late 1965 with the construction of “Unit One” and “Unit Two.” Unit One
involved the construction of Stagecoach Canyon Road to connect the community to the
nearest paved road, Snell Valley.7 Unit Two involved the creation of 351 single-family
residential lots ranging in size from 15,000 to 18,000 square feet. During this period, LBRID
authorized $0.875 million in general obligation bonds to finance the construction of water
and sewer systems for Unit Two, including the installation of lateral connections for all 351
lots. Water supplies were initially secured through an informal agreement with the Napa
County Flood Control and Water Conservation District (NCFCWCD) for an annual raw
water entitlement of 200 acre-feet from Lake Berryessa. This water supply agreement was
formalized in 1975 and currently extends through 2024.
The remaining three phases planned for Berryessa Estates were anticipated to include
additional single-family residential lot subdivisions and certain recreational amenities, such as
a marina and golf course. Construction on these additional phases, however, did not
materialize as planned as the Labry Corporation canceled the remaining project presumably
due to low sales within Unit Two. A marina and adjoining campground site were eventually
built for Berryessa Estates as part of a legal ruling after the County – at the request of
Estates landowners – sued the Labry Corporation in 1975 for false sales advertisement.
LBRID remained relatively stagnant between
1970 and 2000 in terms of infrastructure
expansions or improvements. Two factors
appear to underlie this period of general
inactivity. First, as mentioned, no new phases of
Berryessa Estates were developed. Second,
LBRID’s principal act was amended in 1971 to
prohibit all affected special districts from
engaging in any additional services not already
provided or budgeted as of July 1, 1970. As a
consequence, LBRID is authorized to only
UNIT TWO
provide water and sewer services; all other
services that were expected to be provided by the District are either provided at a basic level
by the County, such as fire and police protection, or do not exist in the community.
By the 1990s, LBRID’s financial difficulties began to escalate due to years of undercharged
user rates, inadequate capital improvement planning, and an increasing dependency on the
County to provide subsidized funding. A lack of adequate financial resources contributed to
LBRID receiving a Cease and Desist Order in 1996 from the California Regional Water
Quality Control Board (RWQCB) after the District’s holding ponds overflowed and spilled
an estimated 50,000 gallons of raw sewage into Putah Creek. LBRID responded by
preparing a facility status report to inform a financial plan required by RWQCB, which
concluded both water and sewer systems needed expansive improvements to replace worn
7 Stagecoach Canyon Road was immediately dedicated to the County of Napa.
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and failing equipment. In 1998, LBRID voters approved replacing water and sewer
availability charges with a special annual tax (“T-1”) applied to each parcel within the District
with access to infrastructure. Voters approved a second special tax (“T-2000”) in 2000 to
fund specific improvements and replenish reserves through 2009-2010.
2.3 Recent Development and Activities
In addition to underfunded operations and capital
Summary Timeline
improvements, LBRID’s financial difficulties
1965 ...………LBRID formed to provide multiple services
have been exacerbated by a series of fines issued 1965 …….Unit One (Stagecoach Canyon Road) completed
1969 ………….Unit Two (Estates Subdivision) completed
by the RWQCB due to repeated sewage spills into
1969 ………...LBRID establishes water and sewer charges
the Lake Berryessa watershed. The first RWQCB 1971 ….LBRID limited to only providing water and sewer
1991 …LBRID approves first water/sewer charge increase
fine was issued in March 2005 in the amount of
1996 ………..State issues LBRID Cease and Desist Order
$400,000. This fine was issued for repeated and 1998 …………………….Voters approve special tax (T-1)
2000 …………………Voters approve special tax (T-2000)
unauthorized spills between January and February
2005 …..LBRID fined $400,000 for repeated sewage spills
2005 totaling approximately 4.1 million gallons. 2007 ………….Voters approve $5.2 million bond measure
2008 LBRID approaches private utility to purchase systems
At the same time, the State Attorney General also
2009 …….LBRID receives $595,000 in loans from County
sued LBRID for an additional $1.2 million for 2009 ...LBRID receives ARRA $1.7 million forgivable loan
2010 ..…..LBRID fined $375,000 for repeated sewage spills
failure to make necessary and timely
improvements to its sewer system over the prior 10 year period. LBRID ultimately
negotiated a settlement agreement with both parties in which the District agreed to pay the
original $400,000 fine over a 10 year period beginning in August 2009. The settlement
agreement was reached in conjunction with LBRID establishing a voter-approved bond
measure to fund $4.7 million in infrastructure improvements to both its water and sewer
systems as well as adopting significant increases to user rates.8 LBRID received a second
fine from RWQCB in the amount of $375,000 in May 2010 for additional sewage spills.
LBRID is currently negotiating with RWQCB on a settlement agreement.
Solvency remains a critical issue for LBRID as the District has experienced a precipitous
decline in its unrestricted fund balance over the last five completed fiscal years from $0.14 to
($0.72 million) due to escalating operating shortfalls. These operating shortfalls have
resulted in LBRID becoming dependent on discretionary loans from the County totaling
$590,000 to maintain positive cash flows. It is unclear whether LBRID will be able to repay
these loans or receive additional funding from the County given its persistent structural
imbalance in which the District’s operating expenses exceed revenues. The ability of
LBRID’s constituents to assume additional costs is also uncertain since they currently pay
approximately $304 per month for water and sewer related services; one of the highest
monthly totals in Napa County.9
8 The total assessment costs are $5.2 million with $4.2 million allocated to construction. The assessment is secured by
recorded lien to all properties. Each landowner is responsible for either pre-paying their total assessment in the amount of
$15,450 or paying $1,100 each year through 2037.
9 The monthly cost estimate incorporates four distinct charges or fees: (a) water usage charge; (b) sewer usage charge; (c) T-
1 special assessment fee; and (d) bond/parcel special assessment fee. Estimate assumes water usage per lot is 138 gallons
per day, with sewer usage equaling 80% of water delivery.
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3.0 Adopted Commission Boundaries
3.1 Jurisdictional Boundary
LBRID’s jurisdictional boundary is approximately 3.2 square miles or 2,033 acres in size.
There are approximately 400 parcels lying within LBRID with an overall assessed value of
$33.1 million. A review of the database maintained by the County Assessor’s Office
indicates only one-half of the parcels have been developed as measured by the assignment of
situs addresses.10 There have been no changes to LBRID’s jurisdictional boundary since the
District’s formation in 1965.
Jurisdictional Characteristics in LBRID
(Source: LAFCO)
Total Acreage…………………………….. .……………………………….2,033
Acreage Tied to Existing Development…... ……………………………….14.0%
Predominant Zoning.....………………....... ……...Planned Development (Unit Two)
…….…………..Agricultural Watershed
Assessed Value………………………….... .……………………….$33.1 Million
Assessed Value/Acre…………………....... ……………………………..$16,281
Registered Voters………………………… .…………………………………219
3.2 Sphere of Influence
The Commission adopted LBRID’s sphere in
FIGURE TWO
1985 to include only parcels lying in Unit Two
along with certain adjacent lands that were
expected to be developed for residential or public
recreational uses over the following 10 year period
as depicted in Figure Two. The Commission
updated the sphere with no changes in 2007 in
deference to first completing a review of
reorganization options in the Lake Berryessa
region due to diseconomies of scale and other
issues identified in earlier studies.
In terms of current dimensions, LBRID’s sphere
encompasses 0.2 square miles or 176 acres. This
amount means there are a total of 1,857
jurisdictional acres encompassing 48 parcels in
LBRID that lie outside the District’s sphere.
There are no non-jurisdictional acres currently
eligible for annexation.
10 Developed assessor parcels with situs addresses in LBRID represent only 14% of the total land acres within the District.
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4.0 Population and Growth
4.1 Residential Trends
Residential uses comprise nearly all development within LBRID and Population Breakdown
currently include 188 developed single-family lots with an estimated Unit One 21
population of 483.11 These residential uses are disproportionately Unit Two 463
Total: 483
divided between Berryessa Estates’ Unit One and Unit Two. Unit
One includes only eight developed single-family lots with an estimated population of 21.12
These lots are outside the range of LBRID’s infrastructure and therefore served by private
wells and septic systems. The remaining 180 developed residential lots with an estimated
population of 463 lie within Unit Two and receive water and sewer services from LBRID.
No residents reside within the remaining LBRID lands located outside Units One and Two.
LBRID has experienced a higher rate of new residential growth compared to the remaining
unincorporated area over the last five years. This new growth has been tied to the
development of nine single-family lots within Unit Two with the largest percentage increase
occurring in 2006. The development of these new lots has increased LBRID’s resident
population by an estimated 23 or 5.0% since 2006. This increase represents a 1.0% annual
rise and is 2.5 times the population growth rate in the remaining unincorporated area.
Past and Present Population Estimates in LBRID
(Source: LAFCO)
Population 2006 2007 2008 2009 2010
LBRID 460 468 481 483 483
% Increase From Prior Year ---- 1.7 2.8 0.4 0.0
Remaining Unincorporated Area 27,607 27,640 28,251 28,231 28,170
% Increase From Prior Year ---- 0.1 2.2 (0.1) (0.2)
In terms of future projections, it is reasonable to assume the rate of population growth in
LBRID relative to the last five years will slightly decrease from its current annual estimate of
1.0% to 0.875%. This projected growth rate incorporates an adjustment to estimates
prepared by the Association of Bay Area Governments (ABAG) and assumes growth in
LBRID will continue to outperform growth in the remaining unincorporated area 2.5 to 1
consistent with recent percentage totals.13 Any new development will presumably be limited
to developing the 166 remaining privately-owned vacant lots in Unit Two given their ready
access to LBRID’s public water and sewer systems. The following chart incorporates these
assumptions in projecting LBRID’s future resident population over the next five years.
Future Population Projections in LBRID
(Source: LAFCO)
Category 2011 2012 2013 2014 2015
LBRID 487 491 496 500 505
* Assumes a uniform annual growth rate of 0.875%.
11 Population assumes 2.57 residents per dwelling unit consistent with projections issued by the Department of Finance.
12 There are an additional 19 undeveloped lots within Berryessa Estates’ Unit One. There is no expectation these lots will
be developed within the timeframe of this review.
13 The adjustment reflects LBRID’s population increase over the remaining unincorporated area of 2.5 to 1 since 2006.
(Specific adjustment involves multiplying ABAG’s projected growth rate for the unincorporated area (0.35%) by 2.5.)
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4.2 Non-Residential Trends
Non-residential uses in LBRID are currently limited to a local convenience store located on
Stagecoach Canyon Road. This non-residential use was established in the 1970s and receives
water and sewer services from LBRID through separate metered connections. A marina and
adjoining campground adjacent to Putah Creek are also located within LBRID. The
campground is maintained by the Berryessa Estates Property Owners Association and can
accommodate 10 to 12 recreational vehicles.14 No water or sewer services, however, are
provided in the campground. No additional non-residential uses of an urban-type are
expected within LBRID given the County’s zoning regulations.
5.0 Organizational Structure
5.1 Governance
LBRID operates under Public Resources Code Sections 13000-13233, which is known as the
“Resort Improvement District Law.”15 The law was enacted in 1961 for purposes of
providing an alternative method for funding and furnishing a full range of extended
municipal services – including land use planning powers – within large unincorporated areas
to support seasonal recreational resort uses. The law was fashioned by the California
Legislature to facilitate recreational resort sites similar to the Squaw Valley in Placer County,
which had been developed to host the 1960 Winter Olympic Games. In 1965, after hearings
were held by the Assembly into suspected land use abuses by affected special districts, the
law was amended to prohibit the creation of new resort improvement districts. The law was
further amended in 1971 to allow affected special districts to only provide those municipal
services already provided or budgeted as of July 1, 1970.
LBRID was organized at the time of its formation as a dependent special district governed
by the County Board of Supervisors.16 As a result of the aforementioned principal act
amendment in 1971, LBRID is authorized only to provide water and sewer services.
Supervisors are elected by division and serve staggered four-year terms. LBRID lies entirely
within County Supervisorial District 3. LBRID meetings are generally scheduled once
monthly on the first Tuesday at the County Administration Building with special meetings
calendared as needed. Elections are based on a registered-voter system. The County reports
there are currently 219 registered voters residing in LBRID.
5.2 Administration
LBRID contracts with the County for administrative services. The County Public Works
Director serves as District Manager/Engineer and is principally responsible for overseeing
day-to-day operations, which includes operating and maintaining LBRID’s water and sewer
systems. Public Works assigns a full-time technician to provide onsite operational services at
14 The marina and campground were constructed in the mid 1970s as part of a settlement agreement between the County of
Napa and the developer of Berryessa Estates, Labry Corporation. The marina and campground are located on private
property with access provided by way of an easement to landowners within Berryessa Estates who pay an annual fee to
the Berryessa Estates Property Owners Association for a gate key. The fee for the gate key is currently $135.
15 There are a total of seven resort improvement districts operating in California.
16 The Board of Supervisors may delegate governance authority of LBRID to a five-member board of directors, four of
which shall be elected from the District and the fifth shall be the supervisor representing the area.
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LBRID. The onsite technician is supervised by a licensed operator who generally divides his
or her time on a 60 to 40 split between LBRID and NBRID. Other continual administrative
duties performed by Public Works include budgeting, purchasing, billing, contracting, and
customer service. LBRID’s legal and accounting services are provided by County Counsel
and County Auditor-Controller’s Office, respectively.
6.0 Municipal Services
LBRID’s municipal services are limited to public (a) water and (b) sewer. LBRID currently
maintains an equal number of metered water and sewer connections at 181 each. All
connections are located within LBRID’s jurisdiction and serve 180 single-family residential
users and one commercial user. LBRID has experienced a 5.3% overall increase in both its
water and sewer connections as reflected in the following chart.
6.1 Water Service
A review of LBRID’s water service is provided below with respect to assessing the
relationship between availability, demand, and capacity through (a) the five-year timeframe
of this review period and (b) buildout of the District’s service area.
Supply
LBRID’s water supply is entirely drawn from
Lake Berryessa and secured through an
agreement with NCFCWCD. The agreement
was initially entered into in 1966 and most
recently amended in 1999. It provides LBRID
an annual entitlement of 200 acre-feet of raw
water through 2024. The agreement also
includes an option for LBRID to purchase an
additional 40 acre-feet of annual entitlement.
Raw water from Lake Berryessa is captured PUTAH CREEK
from a floatable intake system submerged at
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Putah Creek and powered by an electric pump with a daily capacity of 1.1 acre-feet.17
Water Supply Annual Entitlement
Lake Berryessa 200 Acre-Feet
* LBRID’s water supply originates from NCFCWCD’s contract with USBR for the
right to divert up to 1,500 acre-feet annually from Lake Berryessa. Annual
entitlement runs through 2024.
The full delivery of LBRID’s entitlement is considered reliable given the current and
historical storage levels at Lake Berryessa relative to the location of the District’s
floatable intake system. The supply entitlement also appears more than sufficient to
accommodate current and projected water demands within LBRID in the timeframe of
this review, which has been calculated by staff to total 22.0 acre-feet by 2015. Buildout
demands in LBRID are addressed in the succeeding section.
Demand
LBRID’s total water demand in 2009-2010 equaled approximately 29.5 acre-feet. This
amount represents an average daily demand of nearly 26,300 gallons or 0.08 acre-feet.
LBRID has experienced over a one-third decline in usage over the last five years despite
population increases in the District. This decrease is principally tied to conservation
resulting from user rate increases, which have more than doubled since 2006 with the
average monthly charge increasing from $27.15 to $69.50.18 The current peak day water
demand equals 0.4 acre-feet and is five times greater than the daily average.
Recent and Current Water Demands in LBRID
(Source: LBRID/LAFCO)
Category 2005-06 2006-07 2007-08 2008-09 2009-10
Average Day Demand 0.13 0.10 0.09 0.09 0.08
Annual Demand 47.6 36.9 34.9 34.0 29.5
% of Supply 23.8 18.5 17.5 17.0 14.8
* Al l amounts are in acre-feet.
Projecting future water demands within LBRID is challenging given the contrast in
which usage has decreased by 38.0% despite a 5.0% increase in population over the
previous five years. If this usage trend continues, future water demands are projected to
decrease by 7.6% annually until reaching a minimum threshold necessary to provide at
least 100 daily gallons to each developed lot.19 These assumptions would result in
LBRID’s annual water demand gradually declining to 21.8 acre-feet in 2014 before
beginning to experience slight increases consistent with projected new development as
shown in the following table.
17 Pump capacity is based on a manufacture rating of 250 gallons per minute.
18 The average monthly charge amount assumes the usage of 250 gallons per day.
19 LAFCO projects there will be 196 developed lots served by LBRID by 2015.
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Projected Water Demands in LBRID Through 2015
(Source: LAFCO)
Category 2010-11 2011-12 2012-13 2013-14 2014-15
Number of Users 190 191 193 195 196
User Annual Demand 0.14 0.13 0.12 0.11 0.11
Total Annual Demand 27.3 25.2 23.3 21.8 22.0
% of Supply 13.7 12.6 11.7 10.9 11.0
* All amounts are in acre-feet.
* Projected demands assume an annual decrease per user of 7.6%.
* Users within LBRID represent individual lots connected to the system.
It is presumed the buildout of LBRID’s jurisdictional boundary will be limited to the
development of the remaining 193 privately-owned lots in Berryessa Estates’ Unit One
(27) and Unit Two (166) that are already within the District, but have not connected to
its water system.20 Assuming all 193 new lots eventually connect, the annual water
demand at buildout is projected to total 65.7 acre-feet based on current average usage
amounts. This projected buildout demand can be adequately accommodated by LBRID
given the amount would represent only 33% of its supply entitlement.21
Capacity
LBRID’s water treatment facility was constructed WATER
in 1967 and disinfects and filters raw water TREATMENT
FACILITY
conveyed from Lake Berryessa. Coagulants (poly
aluminum chloride) and disinfectants (chlorine)
are the primary chemical treatment agents added
to the raw water as it enters into the facility’s
clarifier. Raw water is detained in the clarifier to
facilitate the sedimentation of solids. Solids are
removed from the treatment process as water is
cycled through a two-stage filtering process
before entering into a 10,000 gallon clearwell
tank. The clearwell tank completes the disinfection process by allowing the water to
complete its contact time with the chlorine. Finished water remains in the clearwell tank
until storage levels in the distribution system require recharge.
The water treatment facility is designed to process up to 174 gallons per minute,
resulting in a daily capacity of 250,000 gallons or 0.77 acre-feet.22 The current peak day
demand totals 0.40 acre-feet and equals only 52% of the facility’s daily capacity. This
capacity is also sufficient to address the projected peak day demand at the end of the
timeframe of this review. A moderate addition of 0.08 acre-feet in daily capacity will be
needed, however, for the facility to sufficiently accommodate the expected peak day
20 There are an additional 23 lots within LBRID that lie outside Unit One and Unit Two. The development of these lots is
not expected due to their topography.
21 Projected water demands at buildout assume the remaining 166 lots in Unit Two will on average require an annual
amount equal to 0.16 acre-feet for each lot. It is assumed the average annual water demand for each of the 27 lots in
Unit One will be double at 0.32 acre-feet.
22 LBRID received a $1.74 million forgivable loan in 2009 from the American Recovery and Reinvestment Act (ARRA) to
comprehensively update the water treatment facility as required by RWQCB. The improvements are scheduled to be
completed in 2011 and will address turbidity at Putah Creek and reduce backwash to the sewer system.
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demand at buildout based on current usage trends. A summary of the existing treatment
capacity relative to current and projected peak day demands at buildout follows.
Water Treatment Capacity and Demand in LBRID
(Source: LBRID/LAFCO)
Existing Day Current Timeframe (2015) Buildout
Capacity Peak Day Demand Peak Day Demand Peak Day Demand
0.77 Acre-Feet/ 0.40 Acre-Feet/ 0.30 Acre-Feet/ 0.90 Acre-Feet/
250,000 Gallons 130,400 Gallons 98,200 Gallons 293,300 Gallons
* Peak day demand projected for 2015 reflects a 0.1 decrease consistent with anticipated declines in overall water
consumption based on current trends. Peak day demand at buildout has been calculated based on the present-year
consumption rate calculated against all expected development. It is assumed there will be an increase in water
consumption per user/connection at buildout as rates presumably stabilize.
The water distribution system comprises three independent pressure zones that are each
maintained by their own storage tank. The distribution system operates on a supply and
demand basis and responds to storage levels within LBRID’s primary pressure zone.
The primary pressure zone lies below the other two zones and currently serves
approximately one-half of the customer base. The primary zone is maintained by a
storage tank with a holding capacity of 200,000 gallons or 0.61 acre-feet. Treated water
is discharged from the clearwell tank and pumped into the primary pressure zone when
storage levels fall below a designated marker adjusted seasonally.23 Treated water
pumped into the second pressure zone serves one-third of the customer base and is
maintained by a 100,000 gallon or 0.31 acre-foot storage tank. Treated water pumped
into the third and final pressure zone serves the remaining one-fifth of the customer
base and is also maintained by a 100,000 gallon or 0.31 acre-foot storage tank.
LBRID’s existing water storage capacities within the distribution system are presently
operating under capacity with respect to accommodating the current peak day demand
within each of the three pressure zones. The existing storage capacities are also
sufficient to accommodate the projected peak day demand through buildout. A
summary of the existing storage capacities relative to current and projected peak day
demands at buildout are shown in the following table.
Storage Capacities Compared to Demands in LBRID
(Source: LBRID/LAFCO)
Storage Current Timeframe (2015) Buildout
Zone Capacity Peak Day Demand Peak Day Demand Peak Day Demand
0.61 Acre-Feet/ 0.19 Acre-Feet/ 0.14 Acre-Feet/ 0.45 Acre-Feet/
One 200,000 Gallons 64,000 Gallons 46,400 Gallons 145,000 Gallons
0.31 Acre-Feet/ 0.13 Acre-Feet/ 0.10 Acre-Feet/ 0.25 Acre-Feet/
Two 100,000 Gallons 42,000 Gallons 31,800 Gallons 80,000 Gallons
0.31 Acre-Feet/ 0.08 Acre-Feet/ 0.06 Acre-Feet/ 0.21 Acre-Feet/
Three 100,000 Gallons 25,000 Gallons 19,600 Gallons 69,000 Gallons
1.25 Acre-Feet 0.40 Acre-Feet 0.30 Acre-Feet 0.90 Acre-Feet
* Peak day demand projected for 2015 reflect a 0.1 decrease consistent with anticipated declines in overall water consumption based on
current trends. Peak day demand at buildout has been calculated based on the present-year consumption rate calculated against all
expected development. It is assumed there will be an increase in water use per user at buildout as rates presumably stabilize.
23 The maximum daily pump capacity at the clearwell tank is 215,000 gallons or 0.66 acre-feet.
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* Current users total 181; projected users at buildout total 374. Users represent individual lots connected to the water system.
* Projected peak day demands at buildout for purposes of this review assume the additional 166 lots in Unit Two will be evenly
distributed between the three pressure zones. It is also assumed that all 27 lots within Unit One would be added to the first
pressure zone. The peaking factor of 5:1 applied to the projections is consistent with the current ratio.
6.2 Sewer Service
A review of LBRID’s sewer service is provided below with respect to assessing the
relationship between availability, demand, and capacity through (a) the five-year timeframe
of this review period and (b) buildout of the District’s service area.
Collection and Treatment Systems
LBRID’s sewer collection system consists of approximately 7.5 miles of sewer lines and
three pump stations. Nearly all of the sewer lines comprise clay and are 25 years or
older. LBRID provides a secondary level of treatment to raw sewage as it enters its
collection system through individual laterals and initially settles in a 91,000 gallon or 0.28
acre-foot above-ground holding tank, which is supplemented as needed by a 21,000
gallon or 0.06 acre-foot overflow tank. Raw sewage is pumped out of the holding tank
through a 1.2 mile long force main before entering one of three gravity flowing
aerobic/anaerobic ponds to facilitate the settlement of solids. From the third pond,
sewage gravity flows into a fourth finishing pond for final treatment. After the fourth
pond the sewage can either flow directly into a fifth pond or be pumped to a sixth and
seventh pond for chlorination, storage, and disposal through a spray irrigation system
comprising six acres of LBRID-owned land.24 Ponds five, six, and seven are considered
storage and have a total capacity of 7.86 million gallons or 24.1 acre-feet.
HOLDING TANK STORAGE POND
LBRID’s Collection and Treatment Systems
(Source: LBRID/LAFCO)
Collection System
Miles of Gravity Sewer Lines 6.5 Miles
Miles of Forced Sewer Lines 1.0 Miles
Percent of Sewer Lines 25 Years or Older 99%
Treatment System
Treatment Level Secondary
Treated Storage Capacity 7.86 Million Gallons
Discharge Type Sprayfield Irrigation/6.0 Acres
24 LBRID also uses up to four wastewater evaporation units to assist with disposal.
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Capacity and Demand
LBRID’s wastewater treatment facility has design daily dry-weather and wet-weather
flow capacities of 44,000 and 84,000 gallons, respectively. These capacities sufficiently
accommodate LBRID’s current average dry-weather and wet-weather flow demands of
21,000 and 30,000 gallons. Peak day wet-weather flow totals, though, substantially
exceed LBRID’s design capacities as well as temporary overflow facilities by over 40%
and currently total 270,000 gallons. The excessive peak day wet-weather flow totals are
attributed to increasing inflow/infiltration into the aging collection system and have
directly resulted in a series of unauthorized spills beginning in the mid 1990s leading to
numerous violation notices and fines from the RWQCB. The following table
summarizes LBRID’s existing sewer capacities and demands.
LBRID’s Daily Sewer Capacity and Current Demand Totals
(Source: LBRID/ LAFCO)
Daily Dry- Daily Wet- Average Dry Average Wet Peak Wet
Weather Weather Weather Weather Weather
Capacity Capacity Demand Demand Demand
44,000 Gallons 84,000 Gallons 21,000 Gallons 30,000 Gallons 270,000 Gallons
0.14 Acre-Feet 0.26 Acre-Feet 0.06 Acre-Feet 0.09 Acre-Feet 0.83 Acre-Feet
* LBRID reports it has the temporary capacity to accommodate up to 190,000 gallons or 0.58 acre-feet of sewer during
peak day wet-weather conditions by utilizing a series of pumps to convey flows from various holding/storage ponds.
With respect to projecting future demands in the timeframe of this review, it is
reasonable to assume average dry-weather sewer flows will continue to equal 80% of
projected water usage in LBRID. It is also reasonable to assume average wet-weather
flows will continue to equal 150% of average dry-weather flows. If these assumptions
prove accurate, LBRID will experience decreases in sewer flows consistent with
projected water consumption through 2014. To this end, LBRID has sufficient
treatment capacities to accommodate average dry-weather and wet-weather flows in the
timeframe of this review. Peak day wet-weather flows, however, are expected to
continue to overwhelm the system by over 40% during extended storm events until
significant improvements are made to reduce inflow and infiltration in the collection
system.25 The following table summarizes projected daily sewer flows compared to
existing system capacities through 2015.
25 In response to the most recent fine issued by RWQCB, LBRID has retained an outside engineering firm to prepare a
scope of work regarding system improvements to reduce inflow and infiltration and related spillage problems with its
storage ponds. LBRID has also recently worked with PG&E in extending an electrical line to operate the District’s
evaporation sprayers, which is expected to provide a reliable system to convey treated wastewater to its storage ponds.
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Projected Sewer Demands in LBRID Through 2015
(Source: LAFCO)
Category 2010-11 2011-12 2012-13 2013-14 2014-15
Number of Users 190 191 193 195 196
Daily Dry-Weather Flow 19,500 18,000 16,600 15,500 15,700
Daily Dry-Weather Capacity 44,000 44,000 44,000 44,000 44,000
Capacity Difference 24,500 26,000 27,400 28,500 28,300
Daily Wet-Weather Flow 29,250 27,000 24,900 23,250 23,550
Daily Wet-Weather Capacity 84,000 84,000 84,000 84,000 84,000
Capacity Difference 54,750 57,000 59,100 60,750 60,450
Peak Day Wet-Weather Flow 263,250 243,000 224,100 209,250 211,950
Peak Day Wet-Weather Capacity 190,000 190,000 190,000 190,000 190,000
Capacity Difference (73,250) (53,000) (34,100) (19,250) (21,950)
* Amounts are shown in gallons.
* Projections assume a baseline in which inflow and infiltration flows will reflect current percentages.
* Users represent individual lots connected to the sewer system.
* LBRID reports it has the ability to temporarily increase its wet-weather capacity from 84,000 to 190,000 gallons if
needed by utilizing a series of pumps and storage ponds.
As discussed in the preceding section on water, buildout within LBRID is expected to be
limited to the development of the remaining 193 privately-owned lots in Berryessa
Estates’ Units One and Two that are already in the District, but not connected to the
sewer system. If all 193 remaining lots are connected, and based on current demands,
the daily average dry-weather and wet-weather flows would increase to 43,900 and
70,400 gallons, respectively. These projected demands could be accommodated based
on existing design capacities. However, the expected peak day wet-weather flow – in the
absence of significant improvements to the collection system to limit inflow/infiltration
– would increase to 633,500 gallons and exceed existing capacity over three to one.
7.0 Financial
7.1 Assets, Liabilities, and Equity
LBRID’s financial statements are prepared by the County Auditor-Controller and included
in its annual report at the conclusion of each fiscal year. The most recent issued report was
prepared for the 2009-2010 fiscal year and includes audited financial statements identifying
LBRID’s total assets, liabilities, and equity as of June 30, 2010. These audited financial
statements provide quantitative measurements in assessing LBRID’s short and long-term
fiscal health and are summarized below.
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Assets
LBRID’s assets at the end of the fiscal year totaled $7.41 million. Assets classified as
current with the expectation they could be liquidated into currency within a year
represented slightly less than one-half of the total amount with the majority tied to cash
and investments.26 Assets classified as non-current represented the remaining amount
with the largest portion associated with depreciable structures.27
Category 2005-06 2006-07 2007-08 2008-09 2009-10
Current Assets 0.178 0.628 3.867 3.327 3.679
Non-Current Assets 0.772 0.721 2.519 3.005 3.732
Total Assets $0.950 $1.349 $6.385 $6.332 $7.411
* Current assets significantly increased in 2007-2008 due to bond issuances.
Liabilities
LBRID’s liabilities at the end of the fiscal year totaled $5.82 million. Current liabilities
representing obligations owed within a year accounted for only one-tenth of the total
amount and primarily tied to debt obligations within the upcoming year. Non-current
liabilities accounted for the remaining amount with the majority tied to outstanding debt
payments associated with LBRID’s 2007 special assessment bond measure.28 The
remaining non-current liability amount is the result of LBRID’s stipulated judgment in
favor of RWQCB for previous sewage spills.29
Category 2005-06 2006-07 2007-08 2008-09 2009-10
Current Liabilities 0.037 0.100 0.308 0.295 0.506
Non-Current Liabilities 0.000 0.000 4.655 4.945 5.315
Total Liabilities $0.037 $0.100 $4.963 $5.240 $5.821
* Non-current liabilities significantly increased in 2007-2008 due to bond issuances.
Equity/Net Assets
LBRID’s equity, or net assets, at the end of the fiscal year totaled $1.59 million and
represents the difference between the District’s total assets and liabilities. The end of
year equity amount incorporates a ($0.73 million) balance in unrestricted funds. This
negative unrestricted fund balance is attributed to a net operating loss of ($0.29 million)
and a stipulated judgment of ($0.40 million) against LBRID for repeated sewage spills.
Category 2005-06 2006-07 2007-08 2008-09 2009-10
Capital Asset Funds 0.772 0.721 1.271 1.180 2.021
Restricted Funds 0.000 0.000 0.480 0.479 0.293
Unrestricted Funds 0.140 0.527 (0.329) (0.567) (0.725)
Total Equity $0.912 $1.248 $1.422 $1.093 $1.589
Change ($0.203) $0.336 $0.174 ($0.330) $0.496
26 Current assets totaled $3.679 million and include cash investments ($2.719 million), taxes receivable ($0.012 million),
accounts receivable ($0.059 million), and assessments receivable ($0.111 million).
27 Non-current assets totaled $3.005 million and include land ($0.005 million), structures and improvements ($3.342
million), and equipment ($0.225 million) minus accumulated depreciation ($1.471 million).
28 The 2007 special assessment bond was issued at $4.75 million. The outstanding due amount is currently $4.49 million.
29 The stipulated judgment totals $400,000 and is to be paid over a 10 year period with no interest.
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LBRID’s financial statements for 2009-2010 reflect the
2009-10 Financial Statements
District experienced a positive change in its fiscal standing as Assets $7.411 million
its overall equity, or fund balance, increased by nearly one- Liabilities $5.821 million
half from $1.09 to $1.59 million. This increase in the overall Equity $1.589 million
fund balance is directly attributed to capital contributions tied to the special assessment.
However, financial statements also reflect the unrestricted portion of the fund balance
continued to decrease in value during the fiscal year and has fallen by over 400% over the
last five completed fiscal years from $0.14 million to ($0.72 million). This decrease in the
unrestricted fund balance has been credited to recurring net income losses in each of the last
five fiscal years totaling $1.01 million. No significant deficiencies or material weaknesses
were identified with respect to LBRID’s financial statements.
Calculations performed assessing LBRID’s liquidity, capital, and profitability indicate the
District finished 2009-2010 with sufficient resources to remain operational in the short-term,
but with questions regarding its long-term financial health. Specifically, short-term liquidity
remained exceedingly high given LBRID finished the fiscal year with sufficient current assets
to cover its current liabilities seven-to-one.30 LBRID, however, finished with significant
long-term debt as its non-current liabilities exceeded its net assets by three-to-one, reflecting
a strained capital structure.31 LBRID also finished the fiscal year with a negative operating
margin as expenses exceeded revenues by over one-half.32 An expanded discussion on
revenues-to-expenses is provided in the following section.
7.2 Revenue and Expense Trends
A review of LBRID’s audited revenues and expenses identifies the District has finished each
of the last five completed fiscal years with operating shortfalls reflecting an entrenched
structural imbalance. The 2009-2010 year marked the largest end-of-year shortfall at $0.29
million and is primarily tied to booking the aforementioned $0.40 million judgment in favor
of the RWQCB for repeated sewage spills. Overall, non-operating revenues, such as special
assessment proceedings, have allowed LBRID to finish three of the last five fiscal years with
positive end-of-year fund balances.
LBRID segregates its revenues and expenses into three broad fund categories: (a) operations;
(b) non-operations; and (c) transfers/special items. An expanded review of LBRID’s audited
end-of-year revenues and expenses in these three fund categories follows.
30 LBRID also finished with cash reserves sufficient to cover 1,405 days of operating expenses, but this measurement is
misleading given the majority of available cash was tied to special assessment proceedings.
31 LBRID’s debt-to-equity ratio as of June 30, 2010 was 3.34.
32 LBRID’s operating margin as of June 30, 2010 was (0.52).
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Fund Category 2005-06 2006-07 2007-08 2008-09 2009-10
Operations
Revenues 658,117 543,516 446,722 517,297 566,054
Expenses (886,976) (642,667) (662,455) (692,589) (859,276)
Non-Operations
Revenues 25,707 49,355 227,849 140,620 79,962
Expenses 0 0 (182,575) (266,798) (272,779)
Special Items
Revenues 0 386,184 344,767 371,568 982,566
Expenses 0 0 0 (400,000) (486,039)
($203,152) $336,058 $174,308 ($329,902) $10,488
* All information reflects audited financial statements in CAFRs and based on GAAP accrual basis accounting.
* LBRID began collecting special assessment proceedings in 2006-2007.
* LBRID received and paid back a $400,000 loan to the County of Napa in 2008-2009.
7.3 Current Budget
LBRID’s adopted amended budget for the 2010-2011 fiscal year totals $3.5 million.33 This
amount represents LBRID’s total approved expenses or appropriations for the fiscal year
within its four budget units: (a) operating; (b) capital improvement; (c) capital improvement
– recovery act; and (d) bond account. An expanded review of expenses and revenues within
each of the four budget units follows.
Operating
LBRID’s operating budget unit supports basic District
2010-11 Adopted Operations
water and sewer activities. Approved expenses total Revenues $0.76 million
$0.91 million with three-fifths of the apportionments Expenses $0.91 million
dedicated to services and supplies. Estimated Difference ($0.15 million)
Beginning Balance $0.19 million
revenues are projected at $0.76 million with two-thirds
Est. Ending Balance $0.04 million
of proceeds expected to be generated from usage
charges and T-1 assessments.34 A $0.09 million loan from the County is also budgeted.
In the absence of an unexpected positive net revenue total, LBRID is projected to
experience a $0.15 million operating shortfall and would further draw down its budgeted
unreserved/unrestricted fund balance from $0.19 million to $0.04 million. (The
budgeted amount incorporates $590,250 in earlier loans from the County provided over
the last several years to provide emergency cash flow.) Additionally, due to the projected
shortfall, no operating contingencies have been budgeted for the fiscal year.
Capital Improvement
LBRID’s capital improvement unit accounts for the receipt and expense of acquiring or
constructing major infrastructure commonly through grants and inter-fund transfers.
Approved expenses are estimated at $1.0 million and entirely allocated to repairing
LBRID’s three water storage tanks. New revenues are budgeted at $0.03 million and will
be entirely drawn from interest earnings. These new revenues will help offset the
33 Amended budget as of August 3, 2010.
34 LBRID approved a 4% increase in the annual T-1 charge for 2010-2011 raising the individual fee from $665 to $693.
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approved expenses once undertaken, with the remaining amount to be drawn from the
fund balance, which is currently $2.7 million as of July 1, 2010.35
Capital Improvement – Recovery Act
LBRID’s capital improvement – recovery act unit accounts for the receipt and expense
of the $1.7 million awarded to the District in September 2009 through the ARRA.
Approved expenses total $1.2 million and are entirely allocated to replacing LBRID’s
water treatment facility. As referenced, matching revenues to cover actual expenses will
be provided to LBRID through the administrators of the ARRA, the Recovery
Accountability and Transparency Board.
Bond Account
LBRID’s bond account unit is for the receipt and expense of monies associated with the
$4.7 million bonded special assessment approved by District landowners in 2007.
Approved expenses total $0.3 million and are entirely dedicated to paying interest,
principal, and related administrative fees tied to the 2007 bond. Matching revenues are
drawn from collecting special assessments tied to each parcel in LBRID at an annual
amount of $515.
35 As previously detailed, LBRID was awarded a $1.74 million forgivable loan from ARRA to finance a comprehensive
update to the water treatment facility to address turbidity levels at Putah Creek and reduce backwash to the sewer system.
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
B. Napa Berryessa Resort Improvement District
1.0 Overview
NBRID was formed in 1965 to provide a full range of governmental services in support of
the planned development of Berryessa Highlands, an unincorporated community located
along Lake Berryessa’s southern shoreline in eastern Napa County. Development of
Berryessa Highlands was expected to occur over two distinct planning phases and eventually
result in the construction of approximately 4,000 residential units along with various
commercial and recreational uses. Due to various factors, however, the development of
Berryessa Highlands has been primarily limited to the creation of two residential
subdivisions in the western portion of NBRID collectively totaling 561 single-family lots.
Additionally, a 1971 amendment to its principal act limits NBRID to providing only sewer
and water services.36
NBRID currently has an estimated resident service population Napa Berryessa RID
of 920. NBRID is a dependent special district governed by the Date Formed: 1965
County Board of Supervisors. Daily operations are managed by District Type: Dependent
Resident Population: 920
the County Public Works Department. The current adopted
Services Provided: Sewer/Water
operating budget is $1.49 million resulting in a per capita cost of
$1,620. The unrestricted fund balance totaled ($0.58 million) as of July 1, 2010.37 This
portion of the fund balance is expected to decrease to ($0.82 million) by the end of the fiscal
year due to a budgeted operating shortfall.
2.0 Formation and Development
2.1 Formation Proceedings
NBRID’s formation was proposed by the Berryessa Highlands Development Company to
help facilitate and support the planned development of Berryessa Highlands. The
Commission approved formation proceedings in January 1965 and authorized NBRID to
provide a full range of municipal services, specifically water, sewer, fire, police, roads,
lighting, and recreation. NBRID’s formation coincided with an ordinance change by the
County to rezone the affected area from Watershed Recreation to Planned Community; an action
paralleling a concurrent change in the Berryessa Estates community. Formation proceedings
were approved in conjunction with the County Board of Supervisors agreeing to serve as
NBRID’s governing body. Voters confirmed the formation of NBRID in March 1965.
36 Other municipal services directly provided in Berryessa Highlands are limited and include a basic level of fire protection,
law enforcement, and road maintenance from the County as well as interment from Monticello Public Cemetery District.
37 NBRID’s unreserved/undesignated fund balance for budgeting purposes is $0.29 million with $474,000 coming from
loans from the County of Napa to provide emergency cash flow.
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2.2 Initial Development and Activities
Application materials associated with NBRID’s formation proceedings state the
development of Berryessa Highlands was anticipated to occur in two distinct planning
phases. The first planning phase was expected to develop the western portion of NBRID
and anchored by 1,700 residential units that were anticipated to serve primarily as secondary
homes. Development of the western portion commenced in the middle of 1965 with the
construction of “Unit One” and “Unit Two,” which involved the creation of 202 and 359
single-family lots, respectively. The development of Units One and Two coincided with
NBRID issuing $0.90 million in general obligation bonds to help finance the construction of
water and sewer facilities to serve both subdivisions as well as the adjacent Steele Park
Resort.38 NBRID also secured water supplies in 1964 through an agreement with
NCFCWCD for an annual raw water entitlement of 200 acre-feet from Lake Berryessa. The
water supply agreement was amended in 1975 and again in 2007 with the latter change
providing 300 acre-feet annually through 2028.
The remaining planned development of Berryessa Highlands was expected to occur
throughout the 1970s and include an additional 1,000 residential units in the western portion
along with 1,400 residential units in the eastern portion of NBRID. Expansion of the Steele
Park Resort was also expected, which at the time of formation included a 156-space trailer
park. These additional development phases, however, did not materialize presumably due to
low lot sales in Units One and Two and eventually Berryessa Highlands Development
Company closed due to bankruptcy by the early 1970s. The only additional planned
development within Berryessa Highlands occurred in the early 1980s with the construction
of 10-lot subdivision known as “Oakridge Estates.”39
The abandonment of the remaining planned
UNIT ONE
development phases in Berryessa Highlands in the
early 1970s corresponded with an amendment to
NBRID’s principal act to prohibit all affected special
districts from engaging in any other services not
already provided or budgeted as of July 1, 1970. This
amendment has restricted NBRID to providing only
water and sewer services; all other services that were
expected to be provided by the District are either
provided at a basic level by the County, such as fire
and police, or do not exist in the community.
Initial development within NBRID remained slow with only 71 lots built in Berryessa
Highlands by 1980. An improving economy underlined an accelerated rate of growth as the
number of built lots in Berryessa Highlands more than doubled to 170 by 1990. Incremental
growth continued throughout the 1990s resulting in 300 built lots by 2000.
38 Additional financing for NBRID’s water and sewer facilities was drawn from an assessment district and developer
contributions.
39 Services to Oakridge Estates were established in 1982 and facilitated through an intertie to the main distribution and
collection systems.
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Despite improving development activity, NBRID had established a persistent structural
budget imbalance by the 2000s due to increasing service costs tied to new regulatory
requirements paired with a small customer base and stagnant service rates.40 Another key
issue emerging during this time was the lack of operating reserves, which were effectively
depleted after NBRID made numerous repairs to its water and sewer facilities following a
series of damaging winter storms in 1995. Further, an attempt to reestablish reserves to
fund needed capital improvements through a special parcel tax aimed at replacing the
monthly availability charges was also rejected by voters 52 to 48 percent in 1997.
2.3 Recent Development and Activities
Recent development and activities within NBRID Summary Timeline
have largely focused on addressing deficiencies 1965 ...………NBRID formed to provide multiple services
1968 ...……………Lots in Units One and Two completed
involving the aging District’s water and sewer
1969 ………...NBRID establishes water and sewer charges
systems. The deficiencies involving the sewer 1971 ….NBRID limited to only providing water and sewer
system have been the most persistent and have 1982 ….…………...…Lots in Oakridge Estates completed
1991 …NBRID approves first water/sewer charge increase
resulted in repeated sewage spills into Lake 1995 ......….State issues first NBRID cease and desist order
Berryessa, leading RWQCB to issue several 1997 ………………………Voters reject special parcel tax
2006 …..State issues second NBRID cease and desist order
notices of violation and three separate cease and 2007 .………...Voters approve $13.9 million bond measure
desist orders between 1995 and 2010. Markedly, 2008 …….….Steele Park Resort closes for redevelopment
2009 .……….NBRID receives $474,000 loan from County
the last two cease and desist orders issued in 2006
2010 …….New contract to operate former Steele Park site
and 2010 established and expanded restrictions 2010 ..………NBRID receives $395,000 loan from County
2010 ............................County requests reorganizing NBRID
on adding sewer connections until specific
2010 …….State issues third NBRID cease and desist order
improvements are performed. This includes
submitting an inflow and infiltration assessment for RWQCB review by November 2011 and
constructing a new or improved wastewater treatment facility before December 2015.
NBRID’s current ability to fund needed capital improvements to both its water and sewer
systems has been adversely effected by the uncertainties associated with USBR’s
redevelopment plans for Steele Park Resort, which is now known as Lupine Shores Resort.
Specifically, the concession site has been left undeveloped since early 2010 due to delays in
the USBR’s competitive bid process for new contractors to assume control.41 A new
contractor, the Pensus Group, was selected in April 2010 to redevelop and improve the
concession site. USBR approved the Pensus Group’s development and management plan
for Lupine Shores Resort in February 2011. Notably, the approved plan will accommodate a
significantly smaller use than previously expected as part of a $13.9 million bond measure
approved by NBRID voters in April 2007 to make expansive improvements to both water
and sewer systems.42 The bond measure – as approved – is secured by a special assessment
levied against all lands within NBRID and calculated based on expected benefit from the
system-wide improvements. This includes one-third of the calculated benefit tied to the
improvements would go to the concession site and therefore the Pensus Group would be
40 NBRID’s first increase to its water and sewer rates did not occur until 1991.
41 The majority of services at Steele Park Resort were closed in May 2008. USBR reports limited services were provided
through early 2010 through an interim contract between the Bureau and the previous concession contractor.
42 The bond measure is secured by a special assessment district that applies an annual $563.96 charge for every dwelling unit
over a 30 year period. At the time the bond measure was approved by voters, it was expected Steele Park Resort/Lupine
Shores Resort would include 228 equivalent dwelling units. The Pensus Group’s development plan, however, will only
use the equivalent of 88 dwelling units; a total significantly lower than the originally anticipated amount.
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responsible for approximately $4.6 of the $13.9 million bond. Importantly, the downsizing
of the concession site’s redevelopment may preclude NBRID from going forward and
implementing the bond assessment if the District concludes a reasonable nexus no longer
exists within the calculation made in determining benefits and costs.
In November 2010, in response to an increasing desire by residents for self-governance, the
County formally requested the Commission consider reorganizing NBRID from a
dependent to an independent special district. The request follows a successful protest by
landowners in objecting to proposed raises in water and sewer user charges by NBRID, an
outcome reflecting an increasing dissatisfaction with the management of the District. The
request also succeeds the County’s support of Senate Bill 1023, which became effective
January 2011 and expedites reorganizing resort improvement districts into community
services districts with identical powers and boundaries while eliminating protest proceedings.
NBRID subsequently amended its earlier filed request in March 2011. The amended request
no longer seeks conditioning reorganization to include an election to transition governance
to an independent board; NBRID now wishes to directly oversee a transition period with the
goal of calling for an election on or before November 2012.43
Addressing NBRID’s existing financial instability remains the critical issue going forward
regardless of whether the District remains dependent or transitions to independent. This
instability is evident given NBRID has experienced a steep decline in its unrestricted fund
balance over the last five fiscal years from $0.25 to ($0.58 million) due to persistent operating
shortfalls. Significantly, these shortfalls have necessitated NBRID to request and receive
discretionary loans from the County totaling $0.87 million over the last few years to maintain
positive cash flows. It is unclear whether NBRID will be able to repay these loans or seek
additional funding from the County given its persistent structural imbalance. The consent of
residents to authorize rate increases to help address the operating shortfall is also in question
given their successful protest vote of a proposed rate increase in 2009. However, a recent
effort by NBRID to raise both charges by close to 60% was successfully passed in February
2011. The increase results in average monthly water and sewer related services costing
constituents $217; second only to LBRID in terms of highest monthly cost in Napa County.
3.0 Adopted Commission Boundaries
3.1 Jurisdictional Boundary
NBRID’s jurisdictional boundary is approximately 2.1 square miles or 1,320 acres in size.
There are approximately 630 parcels lying within NBRID with an overall assessed value of
$83.2 million. A review of the database maintained by the County Assessor’s Office
indicates 352 of the parcels have been developed as measured by the assignment of situs
addresses.44 There have been no changes to NBRID’s jurisdictional boundary since
formation in 1965.
43 An election to transition governance from the Board of Supervisors to an independent board would require seating five
registered voters residing within the affected territory.
44 Developed assessor parcels with situs addresses in NBRID represent only 39.9% of its total land acres.
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
Jurisdictional Characteristics in NBRID
(Source: LAFCO)
Total Acreage…………………………….. ……………………………….1,320
Acreage Tied to Existing Development…... ………………………………39.9%
Predominant Zoning.....………………....... Planned Development (Units One/Two)
…………………...Residential Country
………………..Agricultural Watershed
Assessed Value………………………….... .………………………$83.2 Million
Assessed Value/Acre…………………..... ……..………………………$63,030
Registered Voters………………………… …………………………………529
3.2 Sphere of Influence
FIGURE THREE
The Commission adopted NBRID’s sphere in
1985 to include only assessor parcels in Unit One,
Unit Two, and the present day Lupine Shores
Resort site as depicted in Figure Three. The
Commission updated the sphere with no changes
in 2007 in deference to first completing a review of
reorganization options due to diseconomies of
scale and other issues raised in earlier studies.
In terms of current dimensions, NBRID’s sphere
encompasses 0.4 square miles or 251 acres. This
amount means there are a total of 972
jurisdictional acres encompassing 56 parcels in
NBRID that lie outside the District’s sphere.
There are no non-jurisdictional acres currently
eligible for annexation.
4.0 Population and Growth
4.1 Residential Trends
Residential uses comprise nearly all development within
Population Breakdown
NBRID and currently include 358 developed single-family
Highlands: Units 1 and 2 897
residences with an estimated population of 920. All of these Highlands: Other 23
residences receive water and sewer services from NBRID. Total: 920
Berryessa Highlands’ Units One and Two include 349 residences with an estimated
population of 897. The remaining nine residences with an estimated population of 23 are
located outside Berryessa Highlands with the majority lying within Oakridge Estates.
NBRID has experienced a relatively high rate of new residential growth compared to the
remaining unincorporated area over the last five years. This new growth has been tied to the
development of 41 residential lots within Units One and Two with the largest percentage
increase occurring in 2006. The development of these new lots has contributed to increasing
NBRID’s total resident population by an estimated 118 or 2.94% annually since 2006 despite
a moratorium on new sewer connections. The population growth rate, however, has
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decelerated in conjunction with the economic downturn beginning in earnest in early 2007 to
1.62%. Nonetheless, despite the downturn, NBRID’s population growth rate during this
latter period is still approximately four times greater than the remaining unincorporated area.
Past and Present Population Estimates in NBRID
(Source: LAFCO)
Population 2006 2007 2008 2009 2010
NBRID 802 864 907 917 920
% Increase From Prior Year -- 7.7 5.0 1.1 0.3
Remaining Unincorporated Area 27,265 27,244 27,825 27,797 27,733
% Increase From Prior Year -- (0.1) 2.1 (0.1) (0.2)
* Does not include previous seasonal residents associated with Steele Park Resort
It is reasonable to assume the rate of new population growth in NBRID relative to the last
four years will slightly decrease within the timeframe of this review from 1.62% to 1.26%
annually.45 This projected growth rate incorporates adjustments made to ABAG estimates
and assumes growth in NBRID will continue to outperform growth in the remaining
unincorporated area 3.6 to 1 consistent with recent percentage totals.46 New growth will
presumably be limited to developing the 212 remaining vacant and privately-owned lots in
Units One and Two of Berryessa Highlands given their ready access to NBRID’s public
water and sewer systems. The following table incorporates these assumptions in projecting
future resident populations within NBRID.
Future Population Projections in NBRID
(Source: LAFCO)
Category 2011 2012 2013 2014 2015
NBRID 932 943 955 967 979
* Assumes a uniform annual growth rate of 1.26%
4.2 Non-Residential Trends
Existing non-residential uses in NBRID are limited to recreational day camping at Lupine
Shores Resort. No public water or sewer services, however, are provided at Lupine Shores
Resort by NBRID at this time.
Future non-residential uses are expected to increase within the timeframe of this review
consistent with the Pensus Group’s development plan for Lupine Shores Resort that was
approved by USBR in February 2011 to replace Steele Park Resort, which closed in 2008.47
Notably, prior to its closure, Steele Park Resort provided a range of seasonal/temporary
residential, recreational, and limited commercial uses. These previous uses resulted in an
45 NBRID is currently restricted from authorizing new sewer service connections by the RWQCB until certain
improvements are made to the sewer collection and treatment system. For purposes of this review, staff assumes these
improvements will be accomplished by NBRID within the next year, allowing for population increases.
46 NBRID’s population increase over the remaining unincorporated area is specifically 3.6:1 since 2007.
47 USBR assumed management responsibilities from the County for the seven concession areas operating along the Lake
Berryessa shoreline beginning in 1975. USBR required all permit holders (trailer or mobile home owners) to maintain a
permanent residence elsewhere not located in a concession area. Permit holders could not register a voting residence in a
concession area and could not occupy the resort premises more than six months in a calendar year or more than 90 days
continual occupancy without written approval from the concessionaire and USBR. In practice, however, many of the
concessionaires failed to enforce USBR requirements and effectively allowed for year-round residency.
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annual water and sewer demands from NBRID equivalent to 228 residential units and
represented a significant portion of the District’s annual operating revenues. Markedly, the
development plan approved by USBR provides for an approximate 60% decrease in facility
uses that previously existed under Steele Park Resort by reducing the equivalent residential
units from 228 to 88.48 Development is expected to commence in 2012 with campground
and recreational vehicle uses along with a limited number of guest cabins. Buildout of
Lupine Shores Resort is expected to be completed by 2020. A summary of approved facility
uses at Lupine Shores Resort is provided below.
Planned Facility Uses at Lupine Shores Resort
(Source: USBR/The Pensus Group)
Category 2012 2014 2016 2018 2020
Recreational Vehicle Sites 59 59 59 59 59
Campground Sites 110 110 110 110 110
Guest Cabins 0 20 80 135 135
Wet Slips 0 280 399 399 399
Boat Rental Slips 5 10 20 20 20
Day Use Sites 10 10 10 10 10
House Boat Rentals 0 10 10 15 15
Other types of non-residential uses are not expected within NBRID given the County’s
zoning regulations.
5.0 Organizational Structure
5.1 Governance
NBRID operates under Public Resources Code Sections 13000-13233, and as previously
noted, is known as the Resort Improvement District Law.49 The law was enacted in 1961 for
purposes of providing an alternative method for funding and furnishing a full range of
extended municipal services – including land use planning powers – within large
unincorporated areas to support seasonal recreational resort uses. The law was fashioned by
the Legislature to facilitate recreational resort sites similar to the Squaw Valley in Placer
County, which had been developed to host the 1960 Winter Olympic Games. In 1965, after
the hearings were held by the Assembly into suspected abuses by affected special districts,
the law was amended to prohibit the creation of new resort improvement districts. The law
was further amended in 1971 to allow affected special districts to only provide those
municipal services already provided or budgeted as of July 1, 1970. There are currently six
other special districts operating under this law in California.
48 LAFCO staff has calculated the equivalent resident unit amount of 88 for Lupine Shores Resort by dividing the projected
annual water demand at the concession site based on The Pensus Group’s estimates (17.59 acre-feet) by the current
annual per user consumption rate (0.20 acre-feet). This calculation has been performed solely by LAFCO staff and its
intended use is limited to this municipal service review.
49 There are a total of seven resort improvement districts operating in California.
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NBRID was organized at the time of its formation as a dependent special district governed
by the County Board of Supervisors.50 As a result of the aforementioned principal act
amendment in 1971, NBRID is authorized only to provide water and sewer services.
Supervisors are elected by division and serve staggered four-year terms. NBRID lies entirely
within County Supervisorial District 3. NBRID meetings are generally scheduled once per
month on the first Tuesday at the County Administration Building with special meetings
calendared as needed. Elections are based on a registered-voter system. The County reports
there are currently 529 registered voters residing in NBRID.
5.2 Administration
NBRID contracts with the County for administrative services. The County Public Works
Director serves as District Manager/Engineer and is principally responsible for overseeing
day-to-day operations, which includes operating and maintaining the agency’s water and
sewer systems. Public Works assigns a full-time technician to provide onsite operational
services at NBRID. The onsite technician is supervised by a licensed operator who generally
divides his or her time on a 60 to 40 split between LBRID and NBRID. Other continual
administrative duties performed by Public Works include budgeting, purchasing, billing,
contracting, and customer service. NBRID’s legal and accounting services are provided by
County Counsel and County Auditor-Controller’s Office, respectively.
6.0 Municipal Services
NBRID’s municipal services are limited to public water and sewer services. NBRID
currently maintains 350 metered water connections and 351 metered sewer connections. All
connections are located within NBRID and serve 358 single-family residential users.
NBRID has experienced nearly a 15% overall increase in the number of its water and sewer
connections in the last five years as reflected in the following chart.
50 The Board of Supervisors may delegate governance authority of NBRID to a five-member board of directors, four of
which shall be elected from the District and the fifth shall be the supervisor representing the area.
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6.1 Water Service
A review of NBRID’s water service is provided below with respect to assessing the
relationship between availability, demand, and capacity through (a) the five-year timeframe
of this review period and (b) buildout of the affected service area.
Supply
NBRID’s water supply is entirely drawn from
LAKE BERRYESSA AT NBRID
Lake Berryessa and secured through an
agreement with NCFCWCD. The agreement
was initially entered into in 1966 and most
recently amended in 2007. It provides
NBRID an annual entitlement of 300 acre-
feet of raw water through 2028. The
agreement also allows NBRID to purchase
an additional 40 acre-feet of annual
entitlement. Raw water from Lake Berryessa
is captured from a floatable submerged
intake system and powered by two electric
pumps with a combined daily conveyance capacity of 755,000 gallons or 2.3 acre-feet.
Water Supply Annual Entitlement
Lake Berryessa 300 Acre-Feet
* NBRID’s water supply originates from NCFCWCD’s contract with USBR, which
authorizes the countywide agency to divert up to 1,500 acre-feet annually from Lake
Berryessa with the condition it serves only uses within the watershed. The annual
entitlement runs through 2028.
The full delivery of NBRID’s entitlement is considered reliable based on current and
historical storage levels at Lake Berryessa relative to the location of the District’s
floatable intake system. The supply entitlement also appears sufficient to accommodate
current as well as projected demands within NBRID in the timeframe of this review,
which have been calculated by staff to total 47.7 acre-feet by 2015. Buildout demands
are addressed in the succeeding section.
Demand
NBRID’s total water demand in 2010 equaled approximately 71.4 acre-feet. This
amount represents an average daily demand of nearly 0.2 acre-feet, or 63,750 gallons.
NBRID has experienced over a two-thirds decline in annual water demands over the last
five years. This decrease is principally attributed to the closure of Steele Park Resort in
May 2008 and water conservation resulting from user charge increases. In particular,
monthly user charges have increased on average from $23.68 to $68.72 since 2006; an
approximate 190% increase. The current peak day water demand equals 1.5 acre-feet
and is nearly eight times greater than the daily average.
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Recent and Current Water Demands in NBRID
(Source: NBRID)
Category 2005-06 2006-07 2007-08 2008-09 2009-10
Average Day Demand 0.56 0.38 0.38 0.29 0.20
Annual Demand 204.9 137.4 137.7 105.9 71.4
% of Supply 68.3 45.8 45.9 35.3 23.8
* Al l amounts are in acre-feet.
* Steele Park Resort closed in May 2008.
Similar to LBRID, projecting future water demands within NBRID is challenging given
the contrast in which usage has decreased despite an increase in the population over the
last five year period. Specifically, usage had decreased by 48.0% in the three years
immediately preceding Steele Park Resort’s closure while the population had increased
by 1.4%. Also underlying short-term projections is the pending development of Lupine
Shores Resort. Construction on the concession site is expected to commence in 2012
with campground and recreational vehicle uses as well as a limited number of guest
cabins, which will incrementally increase until reaching a total of 135 by 2020. It is
reasonable to assume, therefore, two distinct use patterns will occur within NBRID
within the timeframe of this review. These assumptions are as follows:
• Usage for the portion of NBRID’s service area comprising Berryessa Highlands
is expected to continue to decline at an annual rate of 16.0% consistent with the
three years leading up to Steele Park Resort’s closure until reaching a minimum
threshold necessary to provide 100 daily gallons to each developed lot.51 This
would result in this portion of the service area’s water demand eventually
declining to 42.7 acre-feet by 2014 before beginning to experience slight
increases consistent with projected new development as outlined earlier.
• Usage for the portion of NBRID’s service area comprising Lupine Shores Resort
will largely be driven by guest cabins. Accordingly, water demands for Lupine
Shores Resort are presumed to increase at a rate directly correlating with the
planned rate of guest cabin development through 2015.52
The preceding assumptions produce an overall projected annual water demand for
NBRID totaling 47.7 acre-feet by 2015 as reflected in the following table.
Projected Water Demands in NBRID Through 2015
(Source: LAFCO)
Category 2010-11 2011-12 2012-13 2013-14 2014-15
Number of Highlands Users 363 367 372 376 381
Highlands Annual Demand Per User 0.17 0.14 0.11 0.11 0.11
Highlands Annual Demand 60.0 50.4 42.3 42.2 42.7
Lupine Shores Resort Annual Demand 0.0 0.0 1.8 3.5 5.0
Total Annual Demand 60.0 50.4 44.1 45.7 47.7
% of Supply 20.0 16.8 14.7 15.2 15.9
51 LAFCO projects there will be 381 developed lots served by NBRID by 2015.
52 Guest cabin development at Lupine Shores Resort relative to its total buildout of 135 is expected to reach 10% by 2013,
20% by 2014, and 30% by 2015.
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* All amounts are in acre-feet and assume an annual decrease for Berryessa Highlands users of 16.0% consistent with pre-
closure patterns. Berryessa Highlands users represent the total number of customers defined by LAFCO staff to include
all single-family residences, commercial sites, and mobile home units.
* Water usage within Lupine Shores Resort is assumed to be directly tied to the percentage of guest cabins constructed relative
to the anticipated buildout of 135.
The buildout of NBRID’s current jurisdictional boundary is anticipated to involve the
development of the remaining 268 privately owned lots already within the District, but
not connected to its water system. Buildout would also involve the full development of
Lupine Shores Resort as discussed in the preceding paragraph. The water demand
projected at buildout is expected to total 132.6 acre-feet.53 This projected buildout
demand can be adequately accommodated by NBRID given the amount would only
represent 44.2% of its supply entitlement.
Capacity
NBRID’s water treatment facility was constructed in 1968 and disinfects and filters raw
water conveyed from Lake Berryessa.54 Coagulants (poly aluminum chloride) and
disinfectants (chlorine) are added and mixed as raw water is conveyed into the treatment
facility’s clarifier, which facilitates the sedimentation of solids. Solids are removed as
water is cycled through a filter take before entering into a 30,000 gallon clearwell tank.
The clearwell tank finalizes the disinfection process by allowing water to complete its
necessary chlorine contact time. Finished water remains in the clearwell tank until
storage levels within the distribution system require recharge.
The water treatment facility is designed to process up to 425 gallons per minute,
resulting in a daily capacity of 612,000 gallons or 1.9 acre-feet. The current peak day
demand totals 1.5 acre-feet and equals 79% of the facility’s daily capacity. This capacity
is also sufficient to address the projected peak day demand at the end of the timeframe
of this review.55 However, the addition of 0.7 acre-feet in daily capacity will be needed
to sufficiently accommodate the expected peak day demand at buildout based on current
usage trends. A summary of the existing water treatment capacity relative to current and
projected peak day demands at buildout follows.
53 The projected buildout water demand for NBRID assumes the development/connection of the remaining 268 privately-
owned lots within the District. Of this amount, 218 lots lie within Berryessa Highlands’ Units One and Two. Buildout
assumes the development/connection of the remaining 218 lots lying within Units One and Two would require annual
water demands equal to projected per lot usage requirements of 0.17 acre-feet. Buildout assumes the remaining 50 lots
lying outside Units One and Two would require an annual water demand equal to twice the projected per-lot average
demand at 0.34 acre-feet. Usage at Lupine Shores is expected to total 17.59 acre-feet annually based on 88 equivalent
users at 0.20 acre-feet per year.
54 USBR reports major components of NBRID’s potable water treatment and distribution facilities are located on federal
land under an easement issued by USBR in 1968. The easement remains in effect with specific requirements governing
expansion, modification, and operation of NBRID’s facilities.
55 The projected peak day demand in 2014-2015 is 1.03 acre-feet. (Calculation performed by LAFCO staff and assumes
individual peak day demands within Berryessa Highlands at 0.93 acre-feet and Lupine Shores at 0.10 acre-feet.)
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Water Treatment Capacity and Demand in NBRID
(Source: NBRID/LAFCO)
Existing Day Current Timeframe (2015) Buildout
Capacity Peak Day Demand Peak Day Demand Peak Day Demand
1.9 Acre-Feet 1.5 Acre-Feet 1.0 Acre-Feet 2.6 Acre-Feet
612,000 Gallons 488,000 Gallons 310,000 Gallons 854,000 Gallons
* Peak day demand projected for 2015 reflect a 0.5 decrease consistent with anticipated declines in overall water
consumption based on current trends. Peak day demand at buildout has been calculated based on the present-year
consumption rate calculated against all expected development. It is assumed there will be an increase in water
consumption per user/connection at buildout as rates presumably stabilize.
The water distribution system overlays six interconnected pressure zones ranging in
elevation from 540 to 1,110 feet. Pressure is maintained by a 500,000 gallon or 1.53
acre-foot storage tank, which is located above the six zones and charges the distribution
system through gravity. Recharge occurs when levels in the storage tank fall below a
designated marker adjusted seasonally and is accomplished by discharging and lifting
treated water from the clearwell tank into the distribution system.56
NBRID’s existing water storage capacity within the distribution system is presently
operating under capacity with respect to accommodating the current peak day demand
within the six interconnected pressure zones. The existing storage capacity is also
sufficient to accommodate the projected peak day demand at the end of the timeframe
of this review. Storage capacity will need to be increased by approximately one-half to
accommodate projected peak day demands at buildout. A summary of the existing
storage capacity relative to current and projected peak day demands at buildout are
shown in the following table.
Storage Capacities Compared to Demands in NBRID
(Source: NBRID/LAFCO)
Storage Current Peak Timeframe (2015) Buildout Peak
Zone Capacity Day Demand Peak Day Demand Day Demand
1.53 Acre-Feet/ 1.5 Acre-Feet/ 1.0 Acre-Feet/ 2.6 Acre-Feet/
One to Six 500,000 Gallons 488,000 Gallons 310,000 Gallons 854,000 Gallons
* Peak day demand projected for 2015 reflects a 0.5 decrease consistent with anticipated declines in overall water consumption based
on current trends. Peak day demand at buildout has been calculated based on the present-year consumption rate calculated
against all expected development.
* Current users total 358; projected users at buildout total 726. Current users include all lots connected to NBRID’s sewer system.
* The peaking factor of 8:1 applied to the projections tied to uses within NBRID and is consistent with the current ratio.
* Peak day demand for Lupine Shores Resort calculated at 0.10 acre-feet based on information provided by the Pensus Group.
56 Recharge is dependent on an electric pump with a backup diesel engine that has a daily capacity of 1.9 acre-feet.
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
6.2 Sewer Service
A review of NBRID’s sewer service is provided below with respect to assessing the
relationship between availability, demand, and capacity through (a) the five-year timeframe
of this review period and (b) buildout of the District’s service area.
Collection and Treatment Systems
NBRID’s collection system consists of
WASTEWATER
approximately 6.4 miles of sewer lines and four TREATMENT
FACILITY
pump stations.57 All sewer lines comprise clay
pipe and are 25 years or older. NBRID provides a
secondary level of treatment to raw sewage as it
enters the collection system through individual
laterals and conveyed through a series of gravity
lines, force mains, and pump stations into the
District’s wastewater treatment facility.
The wastewater treatment facility was constructed in 1968. Treatment begins as raw
sewage is initially screened as it enters the facility before settling in an aeration basin with
a holding capacity of 89,266 gallons. Solids are removed and conveyed to an adjacent
digester/holding basin before their disposal at a nearby drying pond. Oxidized sewage
from the aeration basin is conveyed into two rectangular clarifiers before being pumped
into a finishing pond with a holding capacity of 370,000 gallons. Sewage is disinfected
with chlorine in the finishing pond prior to being pumped approximately one mile for
spray discharge onto four contiguous hillside fields that are collectively 60 acres in size.
The spray irrigation system is pressurized by a 50,000 gallon tank.
NBRID’s Collection and Treatment Systems
(Source: NBRID and LAFCO)
Collection System
Miles of Gravity Sewer Lines 5.2 Miles
Miles of Forced Sewer Lines 1.2 Miles
Percent of Sewer Lines 25 Years or Older 100%
Treatment System
Treatment Level Secondary
Treated Storage Capacity 0.37 Million Gallons
Discharge Type Sprayfield Irrigation/60 Acres
57 USBR reports major components of NBRID’s wastewater collection, treatment, and disposal facilities are located on
federal land under an easement issued by USBR in 1968. The easement remains in effect with specific requirements
governing expansion, modification, and operation of NBRID’s facilities.
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Capacity and Demand
NBRID’s wastewater treatment facility has design daily dry-weather and wet-weather
flow capacities of 113,000 and 200,000 gallons, respectively. These design treatment
capacities sufficiently accommodate NBRID’s current average dry-weather and wet-
weather flow demands of 63,000 and 80,000 gallons. Peak day wet-weather flow totals,
however, substantially exceed NBRID’s design capacities by over one-third and currently
total 310,000 gallons. The excessive peak day wet-weather flow totals are principally
attributed to pervasive inflow/infiltration as evident by current average dry-weather
flows equaling close to 100% of present daily water usage. These factors along with
poor drainage at the sprayfield site have directly resulted in a series of spills beginning in
the mid 1990s leading to numerous violations and three cease and desist orders from
RWQCB between 1995 and 2010. Significantly, given the repeated violations, NBRID is
prohibited from adding any new sewer connections and directed to limit its average daily
sewer flows to no more than 50,000 gallons; an amount the District continues to exceed.
The following table summarizes NBRID’s existing sewer capacities and demands.
NBRID’s Daily Sewer Capacity and Current Demand Totals
(Source: NBRID/LAFCO)
Daily Dry- Daily Wet- Average Dry Average Wet Peak Wet
Weather Weather Weather Weather Weather
Capacity Capacity Demand Demand Demand
113,000 Gallons 200,000 Gallons 63,000 Gallons 80,000 Gallons 310,000 Gallons
0.45 Acre-Feet 0.61 Acre-Feet 0.19 Acre-Feet 0.25 Acre-Feet 0.95 Acre-Feet
* Due to repeated spills, NBRID is currently under a Cease and Desist Order from RWQCB to limit its average daily sewer flows
to no more than 50,000 gallons or 0.15 acre-feet.
In terms projecting future demands in the timeframe of this review, it is reasonable to
assume two distinct patterns will emerge with respect to sewer flows emanating from
Berryessa Highlands and Lupine Shores Resort and consistent with projected water use.
These assumptions are summarized below:
• It is reasonable to assume average dry-weather sewer flows from Berryessa
Highlands will continue to equal projected water usage one-to-one unless
significant improvements are made to the collection system. It is also reasonable
to assume average wet-weather flows in Berryessa Highlands will continue to
equal 127% of average dry-weather flows. The peak day wet-weather flow is also
expected to remain constant at 3.9:1 over average wet-weather flows. If these
assumptions prove accurate, Berryessa Highlands will experience across-the-
board decreases in all sewer flows consistent with projected water consumption
through 2013 before incremental increases begin consistent with increased water
usage tied to new development.
• Usage for the portion of NBRID’s service area comprising Lupine Shores Resort
will largely be driven by guest cabins. Relative to the eventual buildout of 135
guest cabins, it is assumed that 10% of buildout will be completed by 2012-2013,
20% by 2013-2014, and 30% by 2014-2015. Average dry-weather, average wet-
weather, and peak day wet-weather sewer flows are also expected to equal 80%,
100%, and 120%, respectively, of daily water consumption.
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Accordingly, based on design, NBRID will continue to experience a short-term capacity
shortfall in accommodating projected peak day wet-weather flows for the next two years
with deficits returning beginning in 2015 as new development in Berryessa Highlands
and Lupine Shores Resort occurs as expected. These assumptions are reflected in the
following table.
Projected Sewer Demands in NBRID Through 2015
(Source: LAFCO)
Category 2010-11 2011-12 2012-13 2013-14 2014-15
Number of Highlands Users 363 367 372 376 381
Daily Dry-Weather Flow (Highlands) 53,000 44,500 37,400 37,300 37,700
Daily Dry-Weather Flow (Lupine) 0.0 0.0 1,260 2,510 3,770
Total Daily Dry-Weather Flow 53,000 44,500 38,660 39,810 41,470
Daily Dry-Weather Capacity 113,000 113,000 113,000 113,000 113,000
Capacity Difference 60,000 69,000 74,340 73,190 71,530
Daily Wet-Weather Flow (Highlands) 67,300 56,500 47,500 47,400 47,900
Daily Wet-Weather Flow (Lupine) 0.0 0.0 1,570 3,140 4,710
Total Daily Wet-Weather Flow 67,300 56,500 49,070 50,540 52,610
Daily Wet-Weather Capacity 200,000 200,000 200,000 200,000 200,000
Capacity Difference 132,700 143,500 150,930 149,460 147,390
Peak Day Wet-Weather Flow (Highlands) 262,500 220,400 185,300 184,900 186,800
Peak Day Wet-Weather Flow (Lupine) 0.0 0.0 1,890 3,770 5,660
Total Peak Day Wet-Weather Flow 262,500 220,400 187,190 188,670 192,460
Daily Wet-Weather Capacity 200,000 200,000 200,000 200,000 200,000
Capacity Difference (62,500) (20,400) 12,810 11,330 7,540
* Amounts are shown in gallons.
* Projections for Berryessa Highlands assume a baseline in which inflow and infiltration flows will reflect current percentages relating to
water consumption. Users in Berryessa Highlands represent individual lots connected to the sewer system. Projections for Lupine Shores
incorporate standard sewer to water ratios for new systems beginning in 2012-13 based on referenced planning assumptions.
* As referenced, NBRID is currently subject to a Cease and Desist Order limiting its average dry-weather and wet-weather flows of
50,000 gallons. No new connections are permitted to the sewer system until specified improvements mandated by RWQCB are made.
Sewer projections assume the lifting of the Cease and Desist Order.
As discussed in the preceding section on water, buildout in NBRID is expected to
involve the development of the remaining 267 privately-owned lots already in the
District, but not connected to the sewer system. Buildout is also anticipated to involve
the opening of Lupine Shores Resort with demands equivalent to 88 lots or users. In all,
buildout is expected to generate daily average dry-weather and wet-weather flows at
115,250 and 146,100 gallons, respectively. These projected demands could be
accommodated based on existing design capacities assuming NBRID’s Cease and Desist
Order is lifted (emphasis added). The expected peak day wet-weather flow – in the
absence of significant improvements to the collection system – nonetheless would
increase to 527,100 gallons and exceed existing capacity close to three to one.
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7.0 Financial
7.1 Audited Assets, Liabilities, and Equity
NBRID’s financial statements are prepared by the County Auditor-Controller and included
in its annual report at the conclusion of each fiscal year. The most recent issued report was
prepared for the 2009-2010 fiscal year and includes audited financial statements identifying
NBRID’s total assets, liabilities, and equity as of June 30, 2010. These audited financial
statements provide quantitative measurements in assessing NBRID’s short and long-term
fiscal health and are summarized below.
Assets
NBRID’s assets at the end of the fiscal year totaled $0.85 million. Assets classified as
current, with the expectation they could be liquidated into currency within a year,
represented slightly more than 43% of the total amount with two-thirds tied to cash
investments.58 Assets classified as non-current represented the remaining amount with
the largest portion associated with depreciable structures.59
Category 2005-06 2006-07 2007-08 2008-09 2009-10
Current Assets 0.295 0.155 0.105 0.097 0.361
Non-Current Assets 0.612 0.579 0.553 0.514 0.487
Total Assets $0.907 $0.734 $0.658 $0.611 $0.848
Liabilities
NBRID’s liabilities at the end of the fiscal year totaled $0.94 million. Current liabilities
representing obligations owed within a year accounted for the majority of the total
amount and are primarily tied to debt obligations owed to the County due within the
upcoming year. NBRID’s non-current liabilities representing long-term obligations are
tied to additional loans payable to the County.
Category 2005-06 2006-07 2007-08 2008-09 2009-10
Current Liabilities 0.042 0.070 0.533 0.529 0.547
Non-Current Liabilities 0.000 0.000 0.000 0.000 0.395
Total Liabilities $0.042 $0.070 $0.533 $0.529 $0.942
Equity/Net Assets
NBRID’s equity, or net assets, at the end of the fiscal year totaled ($0.09 million) and
represents the difference between NBRID’s total assets and total liabilities. Markedly,
the end of year equity amount incorporates ($0.58 million) in unrestricted funds. This
negative unrestricted fund balance is attributed to recurring net operating losses with the
2009-2010 fiscal year totaling ($0.18 million).
58 Current assets totaled $0.361 million and include cash investments ($0.273 million), taxes receivable ($0.018 million),
accounts receivable ($0.053 million), and assessments receivable ($0.016 million).
59 Non-current assets totaled $0.487 million and include land ($0.044 million), structures and improvements ($1.718
million), and equipment ($0.126 million) minus accumulated depreciation ($1.401 million).
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Category 2005-06 2006-07 2007-08 2008-09 2009-10
Capital Asset Funds 0.612 0.579 0.553 0.514 0.487
Restricted Funds 0.000 0.000 0.000 0.000 0.000
Unrestricted Funds 0.253 0.085 (0.428) (0.433) (0.581)
Total Equity $0.865 $0.664 $0.125 $0.081 ($0.094)
Change ($0.008) ($0.201) ($0.539) ($0.043) ($0.175)
NBRID’s financial statements for 2009-2010 reflect the
2009-10 Financial Statements
District experienced a significant negative change in its fiscal
Assets $0.848 million
standing as its overall equity, or fund balance, decreased by Liabilities $0.942 million
over two-fold from $0.08 million to ($0.09 million). The Equity ($0.094 million)
financial statements also reflect NBRID’s unrestricted fund balance has further fallen by
330% over the last five audited fiscal years from $0.25 million to ($0.58 million). This
decrease in the unrestricted fund balance has been attributed to recurring and escalating net
income losses beginning in 2006-2007 totaling $0.96 million. No significant deficiencies or
material weaknesses were identified with respect to NBRID’s financial statements.
Calculations performed assessing NBRID’s liquidity, capital, and profitability for 2009-2010
indicate the District finished the fiscal year with marginally adequate resources to meet short-
term operational costs with significant uncertainties regarding its long-term solvency. In
particular, NBRID finished with low liquidity as measured by current liabilities exceeding
current assets by close to one-half. NBRID did finish with cash reserves sufficient to cover
141 days of operating expenses, but this measurement is misleading given the majority of
available cash was tied to a loan from the County. In addition to finishing with long-term
debt equal to nearly half of its net assets, NBRID’s operating expenses exceeded operating
revenues by one-half.60 An expanded discussion on revenues-to-expenses is provided in the
following section.
7.2 Revenue and Expense Trends
A review of NBRID’s audited revenues and expenses identifies the District has finished each
of the last five fiscal years with negative end-of-year balances. The 2007-2008 year marked
the largest end-of-year shortfall at $0.54 million during this period and is primarily tied to a
sharp increase in service expenses tied to NBRID contracting with HydroScience Engineers
to provide design services for capital improvements and assist with regulatory reporting
requirements. An expanded review of NBRID’s audited end-of-year revenues and expenses
within its two fund categories follows.
Fund Category 2005-06 2006-07 2007-08 2008-09 2009-10
Operations
Revenues 676,043 389,059 627,018 619,520 519,467
Expenses (709,907) (657,015) (1,232,966) (725,094) (758,134)
Non-Operations
Revenues 26,041 67,097 72,072 74,857 70,991
Expenses 0 0 (5,459) (12,686) (7,705)
($7,823) ($200,859) ($539,335) ($43,403) ($175,381)
* All information reflects audited financial statements in CAFRs and based on GAAP accrual basis accounting
60 NBRID’s operating margin as of June 30, 2010 was (0.46).
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7.3 Current Budget
NBRID’s adopted amended budget for 2010-2011 totals $1.49 million. This amount
represents NBRID’s total approved expenses or appropriations for the fiscal year within its
lone budget unit: operations. An expanded review of expenses and revenues follows.
Operations
NBRID’s operations budget unit supports basic
2010-11 Adopted Operations
District water and sewer activities. Approved
Revenues $1.30 million
expenses total $1.49 million with 55% of the Expenses $1.49 million
apportionment dedicated to services and supplies with Difference ($0.19 million)
Beginning Balance $0.29 million
the majority of costs tied to performing general
Est. Ending Balance $0.12 million
maintenance and repair for the water and sewer
systems. Approved expenses also include $0.13 million to Lescure Engineers to provide
supplemental staff support services as well as County administrative costs. Estimated
revenues are projected at $1.30 million with service charges with 54% of the proceeds
expected to be generated from usage and availability charges. A new $0.47 million loan
from the County is also budgeted for the fiscal year.
In absence of an unexpected positive net revenue total, NBRID is expected to
experience a $0.19 million operating shortfall in 2010-2011. This operating shortfall
would further draw down its budgeted unrestricted fund balance from $0.29 million to
$0.12 million (rounded). (This budgeted amount incorporates $474,000 in earlier loans
from the County provided over the last several years to provide emergency cash flow.)
Additionally, due to the projected shortfall, no operating contingencies have been
budgeted for the fiscal year.
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C. Spanish Flat Water District
1.0 Overview
SFWD was formed in 1963 to provide municipal sewer and water services in support of
existing and planned development in Spanish Flat, an unincorporated community located
along the western shoreline of Lake Berryessa. This included SFWD assuming water and
sewer responsibilities for an existing shopping center and mobile home court that had been
developed in the late 1950s in conjunction with the construction of a nearby recreational
resort under contract with the County as part of an initial management plan for Lake
Berryessa. SFWD also assumed water and sewer responsibilities for expected new
development in the area, which was to include, among others uses, 1,100 residential units.
Actual new development, however, has been primarily limited to date to the construction of
a 53-lot residential subdivision known as the “Woodlands.” SFWD has also subsequently
assumed water and sewer responsibilities for a distinct second service area known as
“Berryessa Pines,” which comprises a 99-lot residential subdivision located approximately
seven miles north of Spanish Flat.
SFWD currently has an estimated resident service population of Spanish Flat Water District
401.61 SFWD is an independent special district governed by an Date Formed: 1963
District Type: Independent
elected five-member board of directors consisting of local
Resident Population: 401
landowners. The current operating budget for both service
Services Provided: Sewer/Water
areas totals $0.31 million resulting in a per resident cost of $775.
No audited information is currently available with respect to SFWD’s unexpended fund
balance as of the beginning of the fiscal year.
2.0 Formation and Development
2.1 Formation Proceedings
SFWD’s formation was petitioned by local landowners to provide municipal water and sewer
services for existing and planned development within the Spanish Flat area. Existing
development in the area at the time was limited to a small number of single-family
residences, a 48-space mobile home court (Spanish Flat Mobile Villa), public cemetery
(Monticello), and two public maintenance facility yards owned by the State of California and
the County. A commercial shopping center had also been recently constructed in
conjunction with the development of the adjacent Spanish Flat Resort; one of seven original
concessionaire sites contracted by the County to provide public recreational and commercial
services at Lake Berryessa beginning in 1959. New development for the area was expected
to include a range of seasonal recreational and residential uses consistent with other planned
projects along the Lake Berryessa shoreline. Formation proceedings were approved by the
Commission in September 1963 and confirmed by voters in November 1963.
61 Population estimate includes one residence served by SFWD located immediately outside its jurisdictional boundary and
adjacent to the Berryessa Pines subdivision.
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2.2 Initial Development and Activities
Application materials associated with SFWD’s
formation proceedings indicate petitioners
anticipated the development of an additional 1,100
residential units within the District. New
development was expected to be concentrated
within SFWD’s eastern jurisdictional boundary and
commenced in late 1964 with the construction of
the 53-lot Woodlands residential subdivision.
During this time, SFWD authorized $0.24 million in SPANISH FLAT
general obligation bonds to finance the purchase VILLAGE CENTER
and expansion of the private water and sewer systems that had been previously constructed
and operated in the area by the Spanish Flat Mutual Water Company and Spanish Flat
Incorporated, respectively. This included installing water and sewer lateral connections for
all 53 lots in the Woodlands subdivision. It was also during this time SFWD entered into an
informal agreement with NCFCWCD for an annual raw water entitlement of 200 acre-feet
from Lake Berryessa. The water supply agreement was formalized in 1975 and currently
extends through 2024.
Additional development and activities within SFWD
following the construction of the Woodlands
subdivision remained stagnant through the early
1970s as other planned projects anticipated at the
time of the District’s formation failed to materialize.
It was not until 1976 when SFWD experienced its
first significant service expansion with the
annexation of the adjacent Spanish Flat Resort, an
approximate 225 acre site developed in the late
1950s in partnership with the County to provide SPANISH FLAT WOODLANDS
public recreational and commercial services along Lake Berryessa. Annexation was sought
by Spanish Flat Resort to connect to SFWD’s water system for purposes of receiving
potable supplies after the site’s private treatment system proved inadequate to meet growing
demands; sewer service at the site remained private.
In 1977, SFWD established a second distinct
Google Maps
service area with the annexation of the 99-lot
Berryessa Pines residential subdivision. The
annexation was petitioned by Berryessa Pines’
landowners in order for SFWD to assume water
and sewer service responsibilities as part of the
sale of the pre-existing provider, Berryessa
Water Company, to the District. Water supplies
BERRYESSA PINES
for the 32 acre subdivision, which was
constructed in 1959, were drawn from local wells and springs. These supply sources,
however, had become increasingly taxed by the mid 1970s as shortages began occurring
during summer months. The County responded to the shortages by issuing a moratorium
on new water service connections. This moratorium restricted development within the
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planned 99-lot subdivision by limiting the number of permitted water service connections to
50 pending the development of additional supplies. The moratorium was eventually lifted by
the County following SFWD’s annexation of the subdivision and construction of an intake
system to Lake Berryessa, which was financed by a voter-approved special assessment as part
of a capital improvement program for Berryessa Pines.
2.3 Recent Development and Activities
Timeline of Events
Recent activities undertaken by SFWD have
1963 .SFWD formed to provide water/sewer to Spanish Flat
focused on making needed infrastructure
1965 ………..SFWD purchases private water/sewer systems
improvements to both of its water and sewer 1966 ……………………Woodlands subdivision completed
1976 …………………...SFWD annexes Spanish Flat Resort
systems serving the Spanish Flat and Berryessa
1977 …………..SFWD annexes Berryessa Pines subdivision
Pines service areas. This includes constructing 2005 …………….Voters approved new assessment districts
2007 ………...SFWD completes new water treatment plants
new water treatment plants for both service areas
2008 ……..….Spanish Flat Resort closes for redevelopment
within the last few years at a combined cost of
approximately $1.5 million. Financing for these two projects were primarily drawn from
grants ($1.1 million) and loans ($0.27 million) from the State with the latter secured from a
special user fee approved by voters in February 2005.62
3.0 Adopted Commission Boundaries
3.1 Jurisdictional Boundary
SFWD’s jurisdictional boundary is approximately 1.9 square miles or 1,185 acres in size and
comprises four non-contiguous areas highlighted by Spanish Flat and Berryessa Pines. In all,
there are approximately 190 parcels lying within SFWD with an overall assessed value of
$32.3 million. A review of the database maintained by the County Assessor’s Office
indicates less than two-thirds of the total number of parcels have been developed as
measured by the assignment of situs addresses.63
The Commission has approved and recorded three changes to SFWD’s jurisdictional
boundary since formation, all involving annexations. The first annexation was in 1965 and
involved the addition of approximately 170 acres of non-contiguous land along Berryessa-
Knoxville Road near the Rancho Monticello Resort. The annexation was intended to
provide water and sewer services to an approved 800-lot residential subdivision with various
commercial accommodations. The developers, however, cancelled the project and the site
remains vacant. The second annexation was in 1976 and involved the addition of the
adjacent Spanish Flat Resort for purposes of providing potable water supplies to the site.
The third and final annexation was in 1977 and involved the addition of the non-adjacent
Berryessa Pines subdivision.
62 The loans from the State of California total $176,867 for Spanish Flat and $96,146 for Berryessa Pines. All metered
water connections within SFWD are charged $8.15 per month as part of the special user fee approved by voters in 2005.
The special user fee runs through May 2025.
63 Developed assessor parcels with situs addresses in SFWD represent only 13% of the total land acres within the District.
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
Jurisdictional Characteristics in SFWD
(Source: LAFCO)
Total Acreage…………………………….. .……………………………….1,185
Acreage Tied to Existing Development…... ..……………………………….13%
Total Assessor Parcels…………………… ………………………………….186
Predominant Zoning.....………………....... .…..……………Agricultural Watershed
.…..…………….Residential Single: B-1
....…..……….Commercial Neighborhood
Assessed Value………………………….... .……………………….$32.3 Million
Assessed Value/Acre…………………….. ……………………..………$27,257
Registered Voters………………………… …………………………………135
3.2 Sphere of Influence
FIGURE FOUR
The Commission adopted SFWD’s sphere in 1976
to include its entire jurisdictional boundary along
with the adjacent Spanish Flat Resort in
anticipation of the site’s annexation to the District
as depicted in Figure Four. The Commission has
approved two applicant-requested amendments to
the sphere since its establishment. The first
amendment was approved in 1978 as part of the
concurrent annexation of Berryessa Pines. The
second amendment was approved in 1992 and
involved the addition of a recreational storage
facility north of Berryessa Pines along Berryessa
Knoxville Road.64
The Commission updated SFWD’s sphere with no
changes in 2007 as part of a comprehensive
review. Importantly, the review noted changes
may be appropriate to include nearby lands
designated for urban use or currently used as public recreational sites. The review ultimately
concluded, however, it would be appropriate to defer considering any sphere changes until
an evaluation of potential reorganization options for the entire region is completed.
In terms of current dimensions, SFWD’s sphere encompasses 2.1 square miles or 1,334
acres. This amount means there are 149 total jurisdictional acres encompassing five parcels
in SFWD lying within its sphere and eligible for annexation.
64 The recreational storage facility remains outside SFWD’s jurisdictional boundary.
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4.0 Population and Growth
4.1 Residential Trends
Residential uses comprise the majority of development within Residential
SFWD’s two service areas and currently include 167 total Development
residential units with an estimated population of 401. All existing Berryessa Pines 78 Units
units receive water from SFWD with nearly nine-tenths also Spanish Flat 89 Units
Population: 401
receiving sewer from the District. Berryessa Pines is the slightly
smaller of the two service areas with 78 residential units comprised entirely of single-family
homes with a projected population of 200.65 Spanish Flat’s projected population is 201,
which is divided between 41 single-family homes and a 48-space mobile home park.66
SFWD has experienced an overall positive residential growth rate over the last five years as
the District’s estimated population has increased from 389 to 401. The new growth is tied to
the construction and occupancy of five new single-family residences within Berryessa Pines
and Spanish Flat. The development of these new residences has increased SFWD’s overall
resident population by 12, or 3.08%, since 2006. The increase represents a 0.62% annual rise
and is 1.51 times the population growth rate in the remaining unincorporated area.
Past and Present Population Estimates in SFWD
(Source: LAFCO)
Population 2006 2007 2008 2009 2010
Berryessa Pines Service Area 198 200 200 203 200
Spanish Flat Service Area 191 194 194 201 201
SFWD Total 389 394 394 404 401
% Increase From Prior Year -- 1.3 0.0 2.5 (0.1)
Remaining Unincorporated Area 27,678 27,714 28,338 28,310 28,252
% Increase From Prior Year -- 0.1 2.3 (0.1) (0.2)
It is reasonable to assume SFWD will continue to experience an overall population increase
within the timeframe of this review albeit at a slightly decreased annual rate from 0.62% to
0.60%. This projected annual growth rate incorporates an adjustment to the estimates
prepared by ABAG and assumes the population within SFWD will continue to outpace the
remaining unincorporated area 1.51 to 1 consistent with recent percentage totals.67 It is
assumed all new population growth will be directly tied to developing the 35 remaining
vacant and/or unserved lots in the Berryessa Pines (23) and Woodlands’ (12) subdivisions.68
The following chart incorporates these assumptions in projecting SFWD’s future population.
65 One residence served by SFWD within the Berryessa Pines service area lies outside its jurisdictional boundary at 7100
Berryessa Knoxville Road.
66 Population estimates assumes 2.57 residents for each single-family residence consistent with projections issued by the
Department of Finance and 2.00 residents for each mobile home unit consistent with past LAFCO practice.
67 The adjustment reflects SFWD’s population increase over the remaining unincorporated area of 1.51:1 since 2006.
(Specific adjustment involves multiplying ABAG’s projected growth rate for the unincorporated area (0.4%) by 1.51.)
68 There are an additional 27 undeveloped lots outside the Woodlands subdivision that lie outside the Spanish Flat service
area. It is not anticipated any of these lots will be developed within the timeframe of this review.
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
Future Population Projections in SFWD
(Source: LAFCO)
Category 2011 2012 2013 2014 2015
Berryessa Pines Service Area 200 201 201 202 202
Spanish Flat Service Area 203 204 206 208 210
SFWD Total 403 405 407 410 412
* Assumes an overall uniform annual growth rate of 0.60% in SFWD. Assumption also incorporates annual growth
rates within the Berryessa Pines and Spanish Flat service areas at 0.20% and 1.05%, respectively.
The buildout population within SFWD is expected to total 560. This projection assumes the
development of all 62 existing undeveloped lots presently within SFWD.
4.2 Non-Residential Trends
Current non-residential uses within SFWD are limited to the Spanish Flat service area with
eight current metered water and sewer connections located on or near Spanish Flat Loop
Road. The majority of the metered water and sewer connections serve the Spanish Flat
Village Center, a multi-space retail site that presently includes a convenience market,
restaurant, museum, antique store, a postal box kiosk, and realty office. The remaining
metered non-residential water and sewer connections in Spanish Flat serve a boat storage
facility, community senior center, and the Spanish Flat Mobile Villa Park.
Future non-residential uses in SFWD are expected to increase within the timeframe of this
review as a result of the planned and pending redevelopment of the Spanish Flat Resort site,
which closed in 2008. Notably, prior to its closure, the Spanish Flat Resort provided a range
of seasonal/temporary residential, recreational, and limited commercial uses.69 These
previous uses resulted in an annual water demand from SFWD equivalent to 221 residential
units and represented on average one-fifth of the District’s annual operating revenues; sewer
service was provided by a private system. The Pensus Group was contracted by USBR in
2010 to redevelop and operate the Spanish Flat Resort site, which is to be now known as the
Foothill Pines Resort. Markedly, the development plan approved by USBR in February 2011
provides for an approximate 80% decrease in facility uses that previously existed under
Spanish Flat Resort by reducing the equivalent residential units from 221 to 36.70
Development is expected to commence in 2012 with campground and recreational vehicle
uses with more intensified uses – including 130 guest cabins – slated for construction
between 2016 and 2020. A summary of the planned facility uses at Foothill Pines Resort is
provided below.
69 USBR assumed management responsibilities from the County for the seven concession areas operating along the Lake
Berryessa shoreline beginning in 1975. USBR required all permit holders (trailer or mobile home owners) to maintain a
permanent residence elsewhere not located in a concession area. Permit holders could not register a voting residence in a
concession area and could not occupy the resort premises more than six months in a calendar year or more than 90 days
continual occupancy without written approval from the concessionaire and USBR. In practice, however, many of the
concessionaires failed to enforce USBR requirements and effectively allowed for year-round residency.
70 LAFCO staff has calculated the equivalent resident unit amount of 36 for Foothill Pines Resort by dividing the projected
annual water demand at the concession site based on the Pensus Group’s estimates (14.26 acre-feet) by the current
annual per user consumption rate (0.39 acre-feet). This calculation has been performed solely by LAFCO staff and its
intended use is limited to this municipal service review.
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
Planned Facility Uses at the Foothill Pines Resort
(Source: USBR/The Pensus Group)
Category 2012 2014 2016 2018 2020
Recreational Vehicle Sites 30 30 30 30 30
Campground Sites 38 38 38 38 38
Guest Cabins 0 0 0 50 130
Boat Rental Slips 10 20 20 20 20
Day Use Sites 10 10 10 10 10
Aside from the planned development of the Foothill Pines Resort, the potential for other
non-residential uses in and around SFWD’s two services areas is effectively prohibited due
to County zoning regulations. Exceptions include three separate legal parcels presently
zoned Marine Commercial that are already located within SFWD’s sphere of influence and
eligible for annexation. All three parcels have been developed consistent with their zoning
regulations to include recreational vehicle and boat storage facilities and would not be
expected to have significant service demands on SFWD if annexed and connected to the
District’s water and sewer systems.
5.0 Organizational Structure
5.1 Governance
SFWD operates independently under California Water Code Sections 34000-38501, which is
known as the “California Water District Law.” The law was enacted in 1951 for purposes of
providing landowners an alternate method to establish, fund, and operate public water,
sewer, and drainage services in support of both urban and non-urban uses.
SFWD provides only water and sewer services and is governed by a five member board of
directors serving staggered four-year terms. Directors must be a landowner within SFWD or
their legal representative. Elections are based on a landowner-voter system, which provides
each landowner one vote for each dollar that his or her property is assessed.71 72 SFWD
meetings are scheduled once a month on the second Thursdays at the District’s office
located at 4340 Spanish Flat Loop Road.
5.2 Administration
SFWD’s administration is the collective responsibility of 2.5 full-time equivalent employees.
A senior plant operator and maintenance worker are full-time positions and manage SFWD’s
water and sewer systems. Both employees are SFWD residents and are on-call at all times to
respond to reported emergencies. A part-time office manager is also employed to respond
to constituent inquiries as well as perform billing and payroll services. SFWD also regularly
contracts with outside consultants to provide operational support as needed. Legal services
are provided by contract from the County of Napa Counsel’s Office.
71 A separate election system applies for protest votes tied to Proposition 218.
72 The County reports there are currently 135 registered voters residing in SFWD.
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
6.0 Municipal Services
SFWD directly provides water and sewer services within its Berryessa Pines and Spanish Flat
service areas. The number of metered water connections currently exceeds sewer
connections 127 to 115. All connections are located within SFWD’s existing jurisdictional
boundary with the exception of one outside water/sewer user located adjacent to the
Berryessa Pines subdivision.73 SFWD has experienced moderate increases in both its water
and sewer connections over the last five years at 2.4% and 4.5%, respectively, as depicted in
the following chart.
6.1 Water Service
A review of SFWD’s water service is provided below with respect to assessing the
relationship between availability, demand, and capacity through (a) the five-year timeframe
of this review period and (b) buildout of the District’s two service areas.
Supply
SFWD’s water supply for use within both the Berryessa Pines and Spanish Flat service
areas is entirely drawn from Lake Berryessa and secured through an agreement with
NCFCWCD. This agreement was initially entered into 1965 and most recently amended
in 1999 to provide SFWD an annual entitlement of 200 acre-feet of raw water through
2024; an amount to be divided between the two service areas.74 Raw water from Lake
Berryessa is captured from separate stationary intake systems serving each service area.
Both intake systems are powered by dual pump systems with daily conveyance capacities
of 0.5 acre-feet at Berryessa Pines and 1.1 acre-feet at Spanish Flat.
73 The lone outside SFWD service connection belongs to 7020 Berryessa Knoxville Road. This residence receives both
water and sewer services from SFWD.
74 The agreement allows SFWD to purchase an additional 20 percent or 40 acre-feet of annual entitlement.
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
Water Supply Annual Entitlement
Lake Berryessa 200 Acre-Feet
* SFWD’s water supply originates from NCFCWCD’s contract with USBR, which
authorizes the countywide agency to divert up to 1,500 acre-feet annually from Lake
Berryessa with the condition it serves only uses within the watershed. The annual
entitlement runs through 2024.
The full delivery of SFWD’s entitlement is considered reliable given the current and
historical storage levels at Lake Berryessa relative to the location of the intake systems.
The supply entitlement also appears more than sufficient to accommodate current as
well as projected demands in SFWD’s Berryessa Pines and Spanish Flat service areas
within the timeframe of this review, which have been calculated by staff to total 16.6 and
35.7 acre-feet, respectively, by 2015. Buildout demands within both service areas are
addressed in the succeeding section.
Demand
Berryessa Pines
SFWD’s total water demand within its Berryessa Pines service area in 2009-2010 equaled
approximately 21.0 acre-feet. This amount represents an average daily demand of nearly
0.06 acre-feet or 18,750 gallons. The Berryessa Pines service area has experienced an
approximately one-quarter decline in usage despite corresponding population increases
within the service area. The decline appears to be attributed to conservation efforts
partially motivated by increases in user rates. The current peak day water demand equals
0.17 acre-feet and is three times the daily average.75
Recent and Current Water Demands in Berryessa Pines
(Source: SFWD)
Category 2005-06 2006-07 2007-08 2008-09 2009-10
Average Day Demand 0.07 0.08 0.08 0.07 0.06
Annual Demand 27.3 29.0 28.5 25.1 21.0
% of Supply 13.6 14.5 14.3 12.6 10.5
* All a mounts are in acre-feet.
* Users within the Berryessa Pines service area represent individual lots connected to the system.
Projecting future water demands within the Berryessa Pines service area is challenging
given the contrast in which usage has decreased by 23% despite a 1.0% increase in
population over the previous five years. In the absence of new inputs, such as changes
in usage rates or conservation habits, water demand projections incorporated in this
review assume this trend will continue over the next five year period as adjusted to
accommodate anticipated new development as outlined earlier.76 These assumptions
result in a projected annual water demand in the Berryessa Pines service area declining to
16.6 acre-feet by 2015 as reflected in the following table.
75 The peak day water demand was recorded in August 2010.
76 Maintaining minimum demand requirements (100 daily gallons per lot/user) are not factored into the projections given
the current per lot/usage demand is relatively high at 237.5 gallons per day in the Berryessa Pines service area.
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
Projected Water Demands in Berryessa Pines Through 2015
(Source: LAFCO)
Category 2010-11 2011-12 2012-13 2013-14 2014-15
Number of Users 78 78 79 79 79
User Annual Demand 0.25 0.24 0.23 0.22 0.21
Total Annual Demand 19.8 18.9 18.3 17.4 16.6
% of Supply 9.9 9.4 9.2 8.7 8.3
* All amounts in acre-feet and assume an annual decrease per user of 4.6%
* Users within the Berryessa Pines service area represent individual lots connected to the system
The buildout of the Berryessa Pines service area would involve the development of an
additional 23 lots already within SFWD, but not connected to the District’s water
system. Assuming all 23 new lots would be connected, the annual water demand at
buildout would total 26.9 acre-feet based on current average usage amounts. This
projected buildout demand within Berryessa Pines coupled with the projected buildout
demand in Spanish Flat can be adequately accommodated by SFWD given the combined
amount (94.5 acre-feet) would only represent 47% of the District’s available supply.
Spanish Flat
SFWD’s total water demand within its Spanish Flat service area in 2009-2010 equaled
approximately 38.0 acre-feet. This amount represents an average daily demand of nearly
0.10 acre-feet or 34,000 gallons. The Spanish Flat service area experienced close to a
one-half decrease over the last five years and is attributed to the closure of the Spanish
Flat Resort in 2008.77 The peak day water demand in 2009-2010 totaled 0.31 acre-feet
and was over three times the daily average.78
Recent and Current Water Demands in Spanish Flat
(Source: SFWD/LAFCO)
Category 2005-06 2006-07 2007-08 2008-09 2009-10
Average Day Demand 0.19 0.19 0.18 0.22 0.10
Annual Demand 68.9 69.9 65.1 79.5 38.0
% of Supply 34.5 35.0 32.6 39.8 19.0
* All amounts are in acre-feet.
* Spanish Flat Resort closed in June 2008; unattended waterline breaks in the vacated site are attributed with the
excessive water uses totaled for 2008-2009.
Similar to the Berryessa Pines service area, projecting future water demands within the
Spanish Flat service area is challenging given usage has decreased despite an increase in
population over the last five year period. Notably, water usage had decreased by 5.5% in
the three years immediately prior to the Spanish Flat Resort’s recent closure while the
population had increased by 1.5%. Also underlying short-term projections is the
pending development of the Foothill Pines Resort. Construction on the concession site
is expected to commence in 2012 with campground and recreational vehicle uses
followed by more intensified uses slated for construction between 2016 and 2020.
Accordingly, for purposes of this review, it is assumed substantive water demands within
the timeframe of this review will be limited to the portion of the service area lying
77 Despite closing in June 2008, the Spanish Flat Resort remained connected to SFWD throughout 2008-2009. Unattended
waterline breaks during this period attribute to the spike in overall demand identified for the fiscal year.
78 The peak day water demand was recorded in July 2010.
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outside the Foothill Pines Resort – i.e. Spanish Flat. It is also assumed demands within
this portion of the service area will continue to decline at an annual rate of 1.8%
consistent with the three years leading up to Spanish Flat Resort’s closure. This would
result in the total water demand continuing to decline and reaching 35.7 acre-feet by
2015 despite a anticipated increase in projected users tied to the development of
additional lots within the Woodlands.79 These water demand assumptions are reflected
in the following table.
Projected Water Demands in Spanish Flat Through 2015
(Source: LAFCO)
Category 2010-11 2011-12 2012-13 2013-14 2014-15
Number of Users 96 96 97 97 98
Annual Demand Per User 0.39 0.39 0.38 0.37 0.36
Total Annual Demand 37.6 37.3 36.7 36.4 35.7
% of Supply 18.8 18.7 18.4 18.2 17.9
* Users represent the total number of customers defined by LAFCO staff to include all single-family residences, commercial
sites, and mobile home units.
* All amounts are in acre-feet and assume an annual decrease in consumption of 1.8% consistent with pre-closure patterns
* Based on the USBR’s approved development plan, substantive water demands tied to the development of the Foothill Pines
Resort is not expected until 2016 and commences with the construction of guest cabins.
The buildout of the Spanish Flat service area would involve the development of the
remaining 39 lots already within SFWD, but not connected to the District’s water
system. Buildout would also involve the development of the Foothill Pines Resort as
discussed in the preceding paragraph. This includes the construction of 130 guest
cabins. The water demand projected at buildout is expected to total 67.6 acre-feet.80
This projected buildout demand within Spanish Flat coupled with the projected buildout
demand in Berryessa Pines can be adequately accommodated by SFWD given the
combined amount (94.5 acre-feet) between the two service areas would only represent
47% of the available supply.
Capacity
Berryessa Pines
SFWD’s Berryessa Pines water treatment facility was
constructed in 2007 and disinfects and filters raw water
conveyed from Lake Berryessa. Coagulants (brenfloc)
and disinfectants (hypochloride) are added and mixed
as raw water is conveyed through the treatment
facility’s pressurized sand filters. Solids are separated
and suspended from the treatment process and
BERRYESSA PINES WATER
discharged into an adjacent sludge pond. Filtered water TREATMENT FACILITY
79 Dissimilar to LBRID and NBRID, maintaining minimum demand requirements (100 daily gallons per lot/user) are not
factored into the projections given the current per lot/usage demand is relatively high at 349.8 gallons per day in the
Spanish Flat service area.
80 The total buildout projection for the Spanish Flat service area has been calculated by LAFCO staff by adding the current
annual water demand (38.0 acre-feet), the annual demand for the 39 undeveloped lots (15.4 acre-feet), and the buildout
demand for the Foothill Pines Resort (14.3 acre-feet). (Calculation for the Foothill Pines Resort assumes a daily water
demand between Memorial Day and Labor Day of 25,990 gallons with the remaining period requiring 7,797 gallons.)
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is conveyed to an onsite 1,800 gallon clearwell tank to complete the disinfection process
by allowing the water its necessary contact time with chlorine. Finished water remains in
the tank until storage levels in the distribution system require recharge. The facility is
designed to process up to 100 gallons per minute resulting in a daily capacity of 144,000
gallons or 0.44 acre-feet. The current peak day demand totals 0.17 acre-feet and equals
only 38.6 % of the facility’s daily capacity. The projected peak day demand at buildout is
expected to total 0.22 acre-feet and can be accommodated by the facility’s existing daily
capacity without any further expansions. A summary of the existing treatment capacity
relative to current and buildout peak day demands follows.
Water Treatment Capacity and Demand in Berryessa Pines
(Source: SFWD/LAFCO)
Existing Day Current Timeframe (2015) Buildout
Capacity Peak Day Demand Peak Day Demand Peak Day Demand
0.44 Acre-Feet 0.17 Acre-Feet 0.14 Acre-Feet 0.22 Acre-Feet
144,000 Gallons 55,400 Gallons 44,465 Gallons 72,000 Gallons
* Peak-day demand at the end of the timeframe of this review is expected to decrease consistent with current usage
patterns and reflect a three-to-one increase over daily usage. Peak day demand at buildout has been calculated
based on present year daily usage. It is assumed there will be an increase in water consumption per user/connection
at buildout as rates presumably stabilize.
The distribution system comprises one contiguous pressure zone serving all current 78
users within the Berryessa Pines service area. Topography requires finished water in the
treatment facility’s adjacent 1,800 gallon clearwell tank be lifted through a single electric
pump to recharge the distribution system when levels within the pressure zone’s 100,000
gallon or 0.31 acre-foot storage tank fall below a designated operating level.81
The existing storage capacity within the Berryessa Pines’ distribution system is presently
operating with excess capacity with respect to accommodating the current peak day
demand. The existing storage capacity is also sufficient to accommodate the projected
peak day demand within the service area through buildout without requiring any
additional improvements. A summary of the existing storage capacity relative to current
and projected peak day demands at buildout follows.
Storage Capacities Compared to Demands in Berryessa Pines
(Source: SFWD/LAFCO)
Storage Current Timeframe (2015) Buildout
Zone Capacity Peak Day Demand Peak Day Demand Peak Day Demand
0.31 Acre-Feet/ 0.17 Acre-Feet/ 0.14 Acre-Feet 0.22 Acre-Feet/
One 100,000 Gallons 55,400 Gallons 44,465 Gallons 72,000 Gallons
* Current users as defined by LAFCO staff include all single-family residences, commercial sites, and mobile home unit and
total 78. It is expected the total number of users will increase to 101 at buildout.
81 The maximum daily pump capacity at the clearwell tank is 86,400 gallons or 0.26 acre-feet.
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Spanish Flat
SFWD’s water treatment facility serving the Spanish Flat service area was constructed in
2007 and disinfects and filters raw water conveyed from Lake Berryessa.82 Coagulants
(brenfloc) and disinfectants (hypochloride) are added and mixed as raw water is
conveyed through the treatment facility’s pressurized sand filters. Solids are separated
and suspended from the treatment process and discharged into an adjacent sludge pond.
Filtered water is conveyed to an onsite 5,200 gallon clearwell tank to complete the
disinfection process by allowing the water its necessary contact time with chlorine.
Finished water remains in the tank until storage levels in the distribution system require
recharge. The facility is designed to process up to 120 gallons per minute resulting in a
daily capacity of 172,800 gallons or 0.53 acre-feet. The current peak day demand totals
0.31 acre-feet and equals 58.5% of the facility’s daily capacity. The projected peak day
demand at buildout is expected to increase the peak day demand to 0.52 acre-feet. This
amount includes development of Foothill Pines Resort consistent with uses approved by
USBR in February 2011 and would equal 98% of the facility’s daily capacity. A summary
of the existing treatment capacity relative to current and projected buildout peak day
demands follows.
Water Treatment Capacity and Demand in Spanish Flat
(Source: SFWD and LAFCO)
Current Current Timeframe (2015) Projected Peak
Day Capacity Peak Day Demand Peak Day Demand Day Demand at Buildout
0.53 Acre-Feet 0.31 Acre-Feet 0.32 Acre-Feet 0.52 Acre-Feet
172,800 Gallons 101,000 Gallons 105,100 Gallons 167,800 Gallons
* Peak day demand at buildout has been calculated based on present year daily usage.
The distribution system serving the Spanish Flat service area comprises three
independent pressure zones that are each maintained by storage tanks totaling six. The
distribution system operates on a supply and demand basis and responds to storage
levels at the Spanish Flat service area’s main pressure zone. The main pressure zone
currently serves approximately three-fourths of the customer base and is maintained by
two storage tanks with a combined holding capacity of 72,000 gallons or 0.22 acre-feet.
Treated water is discharged from the clearwell tank and pumped into the main pressure
zone when storage levels fall below a designated marker adjusted seasonally.83 The
second pressure zone comprises the remaining one-quarter of current customers located
along Sugar Loaf Road in the Woodlands subdivision and includes two storage tanks
with a combined holding capacity of 48,000 gallons or 0.15 acre-feet.84 The third
pressure zone is automatically recharged through the main zone given its lower
topography and serves the Foothill Pines Resort, which is currently closed pending the
site’s planned redevelopment.85
82 USBR reports portions of SFWD’s potable water system are located on federal property under an easement granted by
the Bureau in 1979. USBR notes this easement expired in 1999.
83 The maximum daily pump capacity conveying water into the main pressure zone is 358,500 gallons or 1.1 acre-feet.
84 The maximum daily pump capacity conveying water into the second pressure zone is 24,000 gallons or 0.07 acre-feet.
85 USBR reports Foothill Pines Resort will be open and offering basic services beginning Memorial Day 2011. The start of
construction for new permanent facilities is expected to begin at the end of 2011.
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Overall storage capacities within the Spanish Flat distribution system are presently
operating beyond capacity relative to accommodating the current and system-wide peak
day demand. This existing capacity constraint is specifically tied to deficient storage
within the initial pressure zone, which appears to be undersized by one-fifth in meeting
its proportional share of the peak day water demand. This existing deficiency gap would
expand to a total of one-half of demand over capacity at buildout and require increasing
the current storage capacity from 72,000 to 128,800 gallons to meet projected peak day
demands. A slight increase in storage capacity within the third pressure zone, which is
dedicated to Foothill Pines Resort, would also be needed to raise the available level from
24,000 to 25,990 gallons to meet projected peak day demands. No additional storage
would be required within the second pressure zone. A summary of existing storage
capacities relative to current and projected peak day demands at buildout follows.
Storage Capacities Compared to Demands in Spanish Flat
(Source: SFWD/LAFCO)
Storage Current Timeframe (2015) Buildout
Zone Capacity Peak Day Demand Peak Day Demand Peak Day Demand
0.22 Acre-Feet/ 0.27 Acre-Feet/ 0.28 Acre-Feet 0.40 Acre-Feet/
One 72,000 Gallons 88,000 Gallons 92,100 Gallons 128,800 Gallons
0.07 Acre-Feet/ 0.04 Acre-Feet/ 0.04 Acre-Feet/ 0.04 Acre-Feet/
Two 24,000 Gallons 13,000 Gallons 13,000 Gallons 13,000 Gallons
0.07 Acre-Feet/ 0.0 Acre-Feet/ 0.0 Acre-Feet/ 0.08 Acre-Feet/
Three 24,000 Gallons 0 Gallons 0 Gallons 25,990 Gallons
0.36 Acre-Feet 0.31 Acre-Feet 0.32 Acre-Feet 0.52 Acre-Feet
* Users within the first two pressure zones represent total number of customers defined by LAFCO staff to include all single-
family residences, commercial sites, and mobile home units. Users within the third pressure zone represent the equivalent
residential units within the Foothill Pines Resort based on information provided by the Pensus Group.
* It is assumed the distribution of all additional connections/users other than Foothill Pines Resort will be served by the initial
pressure zone and will increase from its current total of 84 to 123 at buildout; connections/users within the second zone are
expected to remain at 12 through buildout. The projected peak day demand within the initial pressure zone has been calculated
by extrapolating the current daily demand per connection/user multiplied by the present peak day factor of 3.1 to one. The
projected peak day demand at buildout for the third pressure zone was provided by the Pensus Group and represents the expected
high daily water use at Foothill Pines Resort between Memorial Day and Labor Day.
6.2 Sewer Service
A review of SFWD’s sewer service is provided below with respect to assessing the
relationship between availability, demand, and capacity through (a) the five-year timeframe
of this review period and (b) buildout of the District’s two service areas.
Collection and Treatment Systems
Berryessa Pines
SFWD’s Berryessa Pines collection system
consists of approximately 10 miles of sewer lines
and one pump station. The majority of the
sewer lines comprise clay pipe and are 40 years
of age. SFWD provides a secondary level of
treatment to raw sewage as it enters Berryessa
BERRYESSA PINES WWTF
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Pines’ collection system through individual laterals and conveyed through gravity lines
and a pump station into the District’s wastewater treatment facility located at the eastern
end of the subdivision. Treatment begins as raw sewage is initially screened as it enters
the facility before settling in an aeration basin. Oxidized sewage from the aeration basin
is pumped into two finishing ponds with a combined design holding capacity of 2.5
million gallons. Chlorine is added in the finishing ponds to complete disinfection.
SFWD’s Berryessa Pines Sewer Collection and Treatment Systems
(Source: SFWD/LAFCO)
Collection System
Miles of Gravity Sewer Lines 10 Miles
Miles of Forced Sewer Lines 0 Miles
Percent of Sewer Lines 25 Years or Older 95%
Treatment System
Treatment Level Secondary
Treated Storage Capacity 2.5 Million Gallons
Discharge Type Evaporation/Percolation Ponds
Spanish Flat
SFWD’s Spanish Flat collection system
consists of approximately 16 miles of sewer
lines and one pump station. The majority of
the sewer lines comprise clay pipe and are 40
years of age. SFWD provides a secondary level
of treatment to raw sewage as it enters Spanish
Flat’s collection system through individual
laterals and conveyed through a series of
gravity lines, force mains, and a pump station
SPANISH FLAT WWTF
into the District’s wastewater treatment facility
located off Spanish Flat Loop Road and near the Spanish Flat Mobile Villa Park. The
treatment process was updated in the 1990s and begins with raw sewage entering the
facility’s aeration basin to accelerate the biological breakdown of solids before cycling
through a clarifier to remove solids before finally settling in a chlorine contact chamber.
Treated wastewater is then discharged to an adjacent 4.2 million gallon holding pond
with eventual disposal to two spray irrigation areas.86
SFWD’s Spanish Flat Sewer Collection and Treatment Systems
(Source: SFWD/LAFCO)
Collection System
Miles of Gravity Sewer Lines 15 Miles
Miles of Forced Sewer Lines 1 Mile
Percent of Sewer Lines 25 Years or Older 95%
Treatment System
Treatment Level Secondary
Treated Storage Capacity 4.2 Million Gallons
Discharge Type Sprayfield Irrigation/6.2 Acres
86 Spray irrigation areas include a 2.5 acre-foot field owned by SFWD and the 3.7 acre-foot Monticello Public Cemetery.
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Capacity and Demand
Berryessa Pines
SFWD’s wastewater treatment facility for the Berryessa Pines service area was originally
constructed in 1960 and upgraded in 1980. The facility has a design daily dry-weather
capacity of 14,000 gallons. This design capacity sufficiently accommodates the service
area’s current dry-weather sewer flow demand of 3,000 gallons. The current daily
average wet-weather and peak wet-weather demand are 12,000 and 22,000 gallons,
respectively. The daily wet-weather capacity is unknown as the facility was constructed
and sold to SFWD by the previous provider, Berryessa Water Company, in 1977. It is
reasonable, however, to assume that the facility is adequately designed to accommodate
the peak day wet-weather flow of 22,000 gallons given no violations have been issued by
RWQCB. The following table summarizes capacity and demand information.
SFWD’s Daily Sewer Capacity and Current Demand in Berryessa Pines
(Source: SFWD/ LAFCO)
Daily Dry- Daily Wet- Average Dry Average Wet Peak Wet
Weather Weather Weather Weather Weather
Capacity Capacity Demand Demand Demand
14,000 Gallons/ Information 3,000 Gallons/ 12,000 Gallons/ 22,000 Gallons/
0.04 Acre-Feet Unavailable 0.01 Acre-Feet 0.04 Acre-Feet 0.07 Acre-Feet
For purposes of projecting future demands within the timeframe of this review, it is
reasonable to assume existing sewer flow ratios will remain constant given no significant
infrastructure improvements are anticipated within the next five year period. If this
assumption proves accurate, average dry-weather sewer flows will continue to equal 16%
of water demand in the Berryessa Pines service area; average wet-weather sewer flows
will continue to equal four times the average dry-weather flows; and peak wet-weather
flows will nearly double average the wet-weather flow.87 Sewer flows will therefore
incrementally decrease along with anticipated declines in water use and will presumably
be adequately accommodated by SFWD’s existing capacities. The following table
summarizes projected sewer flow demands within the service area through 2015.
87 The relatively low ratio between the daily average dry-weather sewer flows and daily average water consumption appears
to be principally attributed to high landscaping uses within the Berryessa Pines service area.
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Projected Sewer Demands in Berryessa Pines Through 2015
(Source: LAFCO)
Category 2010-11 2011-12 2012-13 2013-14 2014-15
Number of Users 78 78 79 79 79
Daily Dry-Weather Flow 2,800 2,700 2,600 2,500 2,400
Daily Dry-Weather Capacity 14,000 14,000 14,000 14,000 14,000
Capacity Difference 11,200 11,300 11,400 11,500 11,600
Daily Wet-Weather Flow 11,250 10,800 10,350 10,050 9,600
Daily Wet-Weather Capacity N/A N/A N/A N/A N/A
Capacity Difference N/A N/A N/A N/A N/A
Peak Day Wet-Weather Flow 21,000 20,000 19,100 18,200 17,400
Peak Day Wet-Weather Capacity N/A N/A N/A N/A N/A
Capacity Difference N/A N/A N/A N/A N/A
* Amounts are shown in gallons.
* Projections assume a baseline in which inflow and infiltration flows will reflect current percentages.
* Users represent individual lots connected to the sewer system.
* No information regarding design capacity during wet-weather periods is available.
The buildout of the Berryessa Pines service area is expected to involve the development
of the remaining 23 privately-owned lots already in the service area, but not connected to
the sewer system. If this assumption proves accurate, and all new development connects
with usage similar to current demands, the daily average dry-weather and wet-weather
flows would increase to 3,800 and 15,400 gallons, respectively. These projected
demands could be accommodated based on existing design capacities. The expected
peak day wet-weather flow – in the absence of significant improvements to the collection
system – nonetheless would increase to 28,100 gallons; an amount uncertain to be
adequately accommodated given the uncertainty regarding the facility’s design capacity.
Spanish Flat
SFWD’s wastewater treatment facility for the Spanish Flat service area was constructed
in 1993 and has design daily dry-weather and wet-weather flow capacities of 25,000 and
53,000 gallons, respectively. These design treatment capacities sufficiently accommodate
the service area’s current average dry-weather and wet-weather flow demands of 8,000
and 22,000 gallons. The peak day wet-weather flow is nearing the facility’s capacity at
48,000 gallons. The following table summarizes existing sewer capacities and demands.
SFWD’s Daily Sewer Capacity and Current Demand in Spanish Flat
(Source: SFWD/LAFCO)
Daily Dry- Daily Wet- Average Dry Average Wet Peak Wet
Weather Weather Weather Weather Weather
Capacity Capacity Demand Demand Demand
25,000 Gallons/ 53,000 Gallons/ 8,000 Gallons/ 22,000 Gallons/ 48,000 Gallons/
0.08 Acre-Feet 0.16 Acre-Feet 0.02 Acre-Feet 0.07 Acre-Feet 0.15 Acre-Feet
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For purposes of projecting future demands within the timeframe of this review, it is
reasonable to assume existing sewer flow ratios will remain constant given no significant
infrastructure improvements are anticipated within the next five year period. If this
assumption proves accurate, average dry-weather sewer flows will continue to equal
23.5% of water demand in the Spanish Flat service area; average wet-weather sewer
flows will equal nearly three times the average dry-weather flows; and peak wet-weather
flows will more than double average the wet-weather flow.88 Accordingly, based on
design, SFWD has sufficient capacities to accommodate projected sewer flows through
the entirety of the review period. The following table summarizes projected demands
within the service area through 2015.
Projected Sewer Demands in the Spanish Flat Service Area Through 2015
(Source: LAFCO)
Category 2010-11 2011-12 2012-13 2013-14 2014-15
Number of Users 96 96 97 97 98
Daily Dry-Weather Flow 7,889 7,833 7,707 7,644 7,497
Daily Dry-Weather Capacity 25,000 25,000 25,000 25,000 25,000
Capacity Difference 17,111 17,167 17,293 17,356 17,503
Daily Wet-Weather Flow 21,695 21,541 21,194 21,021 20,617
Daily Wet-Weather Capacity 53,000 53,000 53,000 53,000 53,000
Capacity Difference 31,305 31,459 31,806 31,979 32,383
Peak Day Wet-Weather Flow 47,729 47,390 46,627 46,246 45,357
Peak Day Wet-Weather Capacity 53,000 53,000 53,000 53,000 53,000
Capacity Difference 5,271 5,610 6,373 6,754 7,643
* Amounts are shown in gallons.
* Projections assume a baseline in which inflow and infiltration flows will reflect current percentages.
* Users represent individual lots connected to the sewer system.
Buildout of the Spanish Flat service area is expected to involve the development of the
remaining 39 privately-owned lots already in the service area, but not connected to the
sewer system. Connection to Foothill Pines Resort is not expected based on past
practices of the site’s concessionaire to operate a private sewer system. If this
assumption proves accurate, and all new development connects with usage similar to
current demands, the daily average dry-weather and wet-weather flows would increase to
20,300 and 56,000 gallons, respectively. These projected demands could be
accommodated based on existing design capacities. The expected peak day wet-weather
flow – in the absence of significant improvements to the collection system – nonetheless
would increase to 122,000 gallons and exceed existing capacity over two to one.
88 The relatively low ratio between the daily average dry-weather sewer flows and daily average water consumption appears
to be attributed to high landscaping uses as well as the existence of 11 additional water connections in the Spanish Flat
service area that are not tied to the District’s sewer system.
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7.0 Financial
7.1 Assets, Liabilities, and Equity
SFWD’s financial statements are prepared by an independent third party contractor. The most
recent audit prepared to date was issued in March 2008 and covered both the 2005-2006 and
2006-2007 fiscal years. These audited financial statements provide quantitative measurements
in assessing SFWD’s short and long-term financial standing as late as June 30, 2007 and are
summarized below.
Assets
SFWD’s assets at the end of the 2006-2007 fiscal year totaled $3.25 million. Assets
classified as current with the expectation they could be liquidated within a year
represented less than five percent with nearly the entirety tied to cash. Assets classified
as non-current represented the remaining 95% tied to the water and sewer facilities.
Category 2005-06 2006-07 2007-08 2008-09 2009-10
Current Assets 0.085 0.142 N/A N/A N/A
Non-Current Assets 2.117 3.113 N/A N/A N/A
Total Assets $2.202 $3.255
Liabilities
SFWD’s liabilities at the end of the 2006-2007 fiscal year totaled $0.61 million. Current
liabilities representing obligations owed within a year accounted for over one-half of the
total amount and are primarily tied to accounts payable. SFWD’s non-current liabilities
represent slightly less than one-half of the total amount and are tied to notes payable.
Category 2005-06 2006-07 2007-08 2008-09 2009-10
Current Liabilities 0.012 0.336 N/A N/A N/A
Non-Current Liabilities 0.206 0.272 N/A N/A N/A
Total Liabilities 0.218 0.608
Equity/Net Assets
SFWD’s equity, or net assets, at the end of the 2006-2007 fiscal year totaled $2.65 million
and represents the difference between total assets and liabilities. The end of year equity
amount incorporates a ($0.262 million) balance in unrestricted funds. This negative
unrestricted fund balance is attributed to a ($0.077 million) operating loss coupled with
significant cost overruns to repair a levee at its main sewage treatment pond.
Category 2005-06 2006-07 2007-08 2008-09 2009-10
Capital Assets 1.910 2.840 N/A N/A N/A
Designated 0.068 0.068 N/A N/A N/A
Undesignated 0.004 (0.262) N/A N/A N/A
Total Equity $1.982 $2.646
Change N/A $0.664
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SFWD’s financial statements for 2006-2007 reflect the
2006-07 Financial Statements
District experienced an overall positive change in its fiscal
Assets $3.255 million
standing as its total equity increased by nearly one-third from Liabilities $0.608 million
$1.982 to $2.646 million. This increase in the overall fund Equity $2.646 million
balance is attributed to the construction of new water treatment facilities for both its
Berryessa Pines and Spanish Flat service areas. Nonetheless, the financial statements also
reflect the unrestricted/undesignated portion of SFWD’s fund balance experienced a
significant decrease in value by falling from $0.004 million to ($0.262 million). This decrease
in the unrestricted/undesignated fund balance was the result of an operating shortfall along
with addressing emergency repairs to its sewer pond levee. A number of significant
deficiencies as well as material weaknesses were identified regarding SFWD’s internal control
of its financial statements for the fiscal year. Recommendations were made to improve
internal control ranging from establishing standardized procedures to additional training.
Calculations performed assessing SFWD’s liquidity, capital, and profitability for 2006-2007
indicate the District finished with mixed results with respect to its short and long-term
financial health. Measurements for liquidity varied from good with over 180 days of cash
sufficient to cover operating expenses to poor with its current liabilities exceeding current
assets by over double. Additionally, SFWD finished with a relatively low amount of long-
term indebtedness while at the same time having a poor operating margin as expenses
exceeded revenues by over one-fourth.
7.2 Revenue and Expense Trends
A review of SFWD’s financial statements identifies the District has finished each of the last
three reported fiscal years (2005-2006 through 2007-2008) with negative year-end balances.
The magnitude of the year-end deficits has remained relatively constant with minor
variations. Both revenues and expenses have increased during the three years reviewed with
the former slightly outpacing the latter by one-fifth. Nearly all revenues during the period
were generated directly from user fees with no monies from property tax or other special
assessments. Close to three-fifths of all expenses were tied to operations and maintenance
with the remaining two-fifths divided between administrative and long-term debt. A
summary of overall recent revenues and expenses follows.
Fund Category 2005-06 2006-07 2007-08 2008-09 2009-10
Operations
Revenues 0.269 0.276 0.296 N/A N/A
Expenses 0.313 0.351 0.338 N/A N/A
Non-Operations
Revenues 0.000 0.000 0.000 N/A N/A
Expenses 0.000 0.003 0.000 N/A N/A
($0.043) ($0.077) ($0.042)
* Information for 2005-2006 and 2006-2007 are drawn from audited financial prepared by Constance Coughlan,
Certified Public Accountant. Information for 2007-2008 is drawn from non-audited financial statements filed with
the California State Controller’s Office.
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7.3 Current Budget
SFWD’s adopted budget for 2010-2011 totals $0.31 million. This amount represents total
approved expenses or appropriations for the fiscal year for both the Berryessa Pines and
Spanish Flat service areas within SFWD’s lone budget unit: operations. An expanded review
of expenses and revenues follows.
Operations
SFWD’s operations budget unit supports basic District
2010-11 Adopted Operations
water and sewer activities. Approved expenses total
Revenues $0.318 million
$0.31 million with close to one-half of the
Expenses $0.310 million
apportionment dedicated to services and supplies with Difference $0.008 million
the largest allocation tied to miscellaneous Beginning Balance N/A
Est. Ending Balance N/A
maintenance costs for projects under $1,000. The
remaining amount of approved expenses is dedicated to payroll and currently funds the
equivalent of 2.9 full-time employees. Estimated revenues are projected at $0.32 million
with nearly the entire amount drawn from water and sewer related service charges.89
89 SFWD reports its beginning fiscal year unrestricted fund balance totals approximately $0.10 million and therefore is
projected to slightly increase by $0.008 million by the end of 2010-2011.
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IV. SOURCES
A. Lake Berryessa Resort Improvement District
Principal Agency Contacts
• Kevin Berryhill, Supervising Civil Engineer, County of Napa
• Helene Franchi, Principal Management Analyst, County of Napa
• Felix Riesenberg, Deputy Public Works Director, County of Napa (Former)
• Anna Maria Martinez, Engineer, County of Napa
• John Taylor, Consultant to Public Works, County of Napa
Additional Agency Contacts
• Tom Capriola, County Counsel, County of Napa
• Larry Florin, Intergovernmental Affairs Director, County of Napa
• Nate Galambos, Engineering Manager, County of Napa
• Hillary Gitelman, Planning Director, County of Napa
• Bob Minahen, Assistant Auditor-Controller, County of Napa
• Cynthia Phillips, Mapping and Title Supervisor, County of Napa
• Christy Redford, Property Tax Specialist, County of Napa
• Don Ridenhour, Public Works Director, County of Napa
• Xioneida Ruiz, Election Services Manager, County of Napa
• Tracy Schulze, Auditor-Controller, County of Napa
• Dan Woods, Appraiser III, County of Napa
Documents/Materials
• Association of Bay Area Governments, “Projections and Priorities,” 2009
• LBRID, “1985 Baseline Report: Sphere of Influence Establishment,” May 1985
• LBRID, “Audited Financial Statements,” June 2005 (County of Napa)
• LBRID, “Audited Financial Statements,” June 2006 (County of Napa)
• LBRID, “Audited Financial Statements,” June 2007 (County of Napa)
• LBRID, “Audited Financial Statements,” June 2008 (County of Napa)
• LBRID, “Audited Financial Statements,” June 2009 (County of Napa)
• LBRID, “Audited Financial Statements,” June 2010 (County of Napa)
• LBRID, “Adopted Budget for Fiscal Year 2005-2006,” (County of Napa)
• LBRID, “Adopted Budget for Fiscal Year 2006-2007,” (County of Napa)
• LBRID, “Adopted Budget for Fiscal Year 2007-2008,” (County of Napa)
• LBRID, “Adopted Budget for Fiscal Year 2008-2009,” (County of Napa)
• LBRID, “Adopted Budget for Fiscal Year 2009-2010,” (County of Napa)
• LBRID, “Budget Report for Fiscal Year 2010-2011,” August 2010 (County of Napa)
• RWQCB Order No. R5-2008-0068, “Waste Discharge Requirements for LBRID”
• RWQCB Order No. R5-2005-0072, “Administrative Civil Liability for LBRID”
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
Websites
• Lake Berryessa News, http://www.lakeberryessanews.info
• Association of Bay Area Governments, http://www.abag.org/
• California State Controller’s Office, http://sco.ca.gov/
• California Department of Finance, http://www.dof.ca.gov/
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
B. Napa Berryessa Resort Improvement District
Principal Agency Contacts
• Kevin Berryhill, Supervising Civil Engineer, County of Napa
• Helene Franchi, Principal Management Analyst, County of Napa
• Phil Miller, Deputy Public Works Director, County of Napa
• Felix Riesenberg, Deputy Public Works Director, County of Napa (Former)
• Anna Maria Martinez, Engineer, County of Napa
• John Taylor, Consultant to Public Works, County of Napa
Additional Agency Contacts
• Tom Capriola, County Counsel, County of Napa
• Larry Florin, Intergovernmental Affairs Director, County of Napa
• Nate Galambos, Engineering Manager, County of Napa
• Hillary Gitelman, Planning Director, County of Napa
• Bob Minahen, Assistant Auditor-Controller, County of Napa
• Cynthia Phillips, Mapping and Title Supervisor, County of Napa
• Christy Redford, Property Tax Specialist, County of Napa
• Don Ridenhour, Public Works Director, County of Napa
• Xioneida Ruiz, Election Services Manager, County of Napa
• Tracy Schulze, Auditor-Controller, County of Napa
• Dan Woods, Appraiser III, County of Napa
Documents/Materials
• Association of Bay Area Governments, “Projections and Priorities,” 2009
• NBRID, “1985 Baseline Report: Sphere of Influence Establishment,” June 1985
• NBRID, “Audited Financial Statements,” June 2005 (County of Napa)
• NBRID, “Audited Financial Statements,” June 2006 (County of Napa)
• NBRID, “Audited Financial Statements,” June 2007 (County of Napa)
• NBRID, “Audited Financial Statements,” June 2008 (County of Napa)
• NBRID, “Audited Financial Statements,” June 2009 (County of Napa)
• NBRID, “Audited Financial Statements,” June 2010 (County of Napa)
• NBRID, “Adopted Budget for Fiscal Year 2005-2006,” (County of Napa)
• NBRID, “Adopted Budget for Fiscal Year 2006-2007,” (County of Napa)
• NBRID, “Adopted Budget for Fiscal Year 2007-2008,” (County of Napa)
• NBRID, “Adopted Budget for Fiscal Year 2008-2009,” (County of Napa)
• NBRID, “Adopted Budget for Fiscal Year 2009-2010,” (County of Napa)
• NBRID, “Budget Report for Fiscal Year 2010-2011,” August 2010 (County of Napa)
• NBRID, “Master Plan of Berryessa Highlands,” July 1963 (Dan Coleman Associates)
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
• NBRID, “Preliminary Summary Report: Water and Sewer Facilities: NBRID,”
February 1965 (Ralph Stone and Company Engineers)
• NBRID, “Master Plan Study (Water),” March 2006 (HydroScience Engineers)
• NBRID, “Summary Report for NBRID,” April 2010 (Lescure Engineers)
• RWQCB Order No. 95-173, “Waste Discharge Requirements for NBRID”
• RWQCB Order No. R5-2010-0101, “Cease and Desist Order and Connection
Restriction for NBRID”
Websites
• Lake Berryessa News, http://www.lakeberryessanews.info
• The Pensus Group, http://www.berryessalake.com
• NBRID Rate Committee, http://www.berryessahighlands.info
• Association of Bay Area Governments, http://www.abag.org/
• California State Controller’s Office, http://sco.ca.gov/
• California Department of Finance, http://www.dof.ca.gov/
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
C. Spanish Flat Water District
Contacts
• Al Colon, Board Member, SFWD
• Bob Lowdermilk, Board Member, SFWD
• Marcia Ritz, Administration, SFWD
• Steve Silva, Administration/Operations, SFWD
Documents/Materials
• Association of Bay Area Governments, “Projections and Priorities,” 2009
• California State Controller’s Office Annual Reports, Fiscal Year 2007-2008
• California Department of Health Services, “Public Water System Annual Report for
the Berryessa Pines Water System,” 2004
• California Department of Health Services, “Public Water System Annual Report for
the Berryessa Pines Water System,” 2005
• California Department of Health Services, “Public Water System Annual Report for
the Berryessa Pines Water System,” 2006
• California Department of Health Services, “Public Water System Annual Report for
the Berryessa Pines Water System,” 2007
• California Department of Health Services, “Public Water System Annual Report for
the Berryessa Pines Water System,” 2008
• California Department of Health Services, “Public Water System Annual Report for
the Spanish Flat Water System,” 2004
• California Department of Health Services, “Public Water System Annual Report for
the Spanish Flat Water System,” 2005
• California Department of Health Services, “Public Water System Annual Report for
the Spanish Flat Water System,” 2006
• California Department of Health Services, “Public Water System Annual Report for
the Spanish Flat Water System,” 2007
• California Department of Health Services, “Public Water System Annual Report for
the Spanish Flat Water System,” 2008
• RWQCB Order No. 93-236, “Waste Discharge Requirements for SFWD”
• RWQCB Order No. R5-2006-0095, “Third Revision of Monitoring and Reporting
Program for SFWD”
• SFWD, “Financial Performance, Management’s Discussion & Analysis 2006 &
2007,” (Constance Coughlan, CPA)
• SFWD, “Budget for 2006-2007”
• SFWD, “Budget for 2008-2009”
• SFWD, “Letter to LAFCO,” December 2010
• SFWD Response to LAFCO Questionnaire, April 2010
• SFWD Water and Sewer Rates, Effective June 2009
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Municipal Service Review: Lake Berryessa Region LAFCO of Napa County
Websites
• Lake Berryessa News, http://www.lakeberryessanews.info
• Association of Bay Area Governments, http://www.abag.org/
• California State Controller’s Office, http://sco.ca.gov/
• California Department of Finance, http://www.dof.ca.gov/
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Regional Comparisons in the Lake Berryessa Region
Municipal Service Review Fact Sheet
Agency Profiles
Lake Berryessa RID (LBRID) Napa Berryessa RID (NBRID) Spanish Flat Water District (SFWD)
District Type District Type District Type
•Dependent •Inependent
•Dependent
Community Served Community Served Communities Served
•Berryessa Pines
•Berryessa Estates •Berryessa Highlands
•Spanish Flat
Services Provided
Service s Provided
Services Provided
•Water and Sewer
•Water and Sewer •Water and Sewer
Curren t Annual Operating Budget Current Annual Operating Budget Current Annual Operating Budget
•$0.91 Million •$1.49 Million •$0.31 Million
Population 2006 to 2010 •LBRID: 1.00% 2011 to 2015 •LBRID: 0.88%
Projected
Actual Annual •NBRID: 1.62% •NBRID: 1.26%
Factors Annual
Growth Rate •SFWD: 0.62% •SFWD: 0.60%
Growth Rate
•LBRID: 483 Current •LBRID: 219 Projected •LBRID: 994
Current •NBRID: 920 Registered •NBRID: 529 Buildout •NBRID: 1,609
Population •SFWD: 401 Voters •SFWD: 135 Population •SFWD: 560
Current Peak
•LBRID: 0.40 / 1.25 •LBRID: 0.40 / 0.77
Current Peak Day Day Water
Water Demand/ •NBRID: 1.50 / 1.53 Demand/ •NBRID: 1.50 / 1.90
•SFWD (BP): 0.17 / 0.31 •SFWD (BP): 0.17 / 0.44
Storage Capacity Daily Treatment
•SFWD (SF): 0.31 / 0.36 •SFWD (SF): 0.31 / 0.53
Capacity
Service
Projected
Facto rs Projected Buildout •LBRID: 0.85 / 1.25 Buildout Peak •LBRID: 0.85 / 0.77
Peak-Day Water •NBRID: 2.62 / 1.53 Day Water •NBRID: 2.62/ 1.90
Demand/ •SFWD (BP): 0.22 / 0.31 Demand/ •SFWD (BP): 0.22 / 0.44
Storage Capacity •SFWD (SF): 0.52 / 0.36 Daily Treatment •SFWD (SF): 0.52 / 0.53
Capacity
Current
Current Current
Peak Day
Day Dry- •LBRID: 0.06 / 0.14 Day Wet- •LBRID: 0.09 / 0.26 •LBRID: 0.83 / 0.58
Wet-
Weather •NBRID: 0.19 / 0.45 Weather •NBRID: 0.25 / 0.61 •NBRID: 0.95 / 0.61
Weather
Sewer: •SFWD (BP): 0.01 / 0.04 Sewer: •SFWD (BP): 0.04 / N/A Sewer: •SFWD (BP): 0.07 / N/A
Demand / •SFWD (SF): 0.02 / 0.08 Demand/ •SFWD (SF): 0.07 / 0.16 •SFWD (SF): 0.15 / 0.16
Demand /
Capacity Capacity
Capacity
Projected P rojected Projected
Buildout Day •LBRID: 0.13 / 0.14 Buildout •LBRID: 0.22 / 0.26 Buildout Peak •LBRID: 1.90 / 0.58
Dry S - e W w e e a r t : her • • N SF B W RI D D ( : B 0 P .3 ): 5 0 / . 0 0 1 .4 / 5 0.04 D W S a e e y w a W t e h e r e : t r - • • N SF B W RI D D ( : B 0 P .4 ): 5 0 / . 0 0 5 .6 / 1 N/A D W S a e e y w a W t e h e r e : t r - • • N SF B W RI D D ( : B 1 P .6 ): 2 0 / . 0 0 9 .6 / 1 N/A
Demand / •SFWD (SF): 0.06 / 0.08 •SFWD (SF): 0.17 / 0.16 •SFWD (SF): 0.37 / 0.16
Capacity Demand/ Demand /
Capacity Capacity
Financial Combined •LBRID: $304 Available •LBRID: ($0.72)
Monthly Water
•NBRID: $136 Undesignated •NBRID: ($0.58)
Factors and Sewer
Financial Charges •SFWD: $154 Reserves •SFWD: N/A
Factors
Includes standby fees, user charges, and special taxes Available discretionary cash
•LBRID: 7.27 •LBRID: 3.34 •LBRID: (0.52)
Current Debt to Net Operating
•NBRID: (0.65) •NBRID: 0.46 •NBRID: (0.46)
Ratio Assets Margin
•SFWD: N/A •SFWD: N/A •SFWD: N/A
Measures liquidity relative to current Measures capital relative to long-term Measures profitability relative to operating
assets divided by current liabilities liabilities divided by net assets revenues and expenses