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RPU WATER SUPPLY PLAN UPDATE
October 7, 2011
Develop a safe, reliable, local,
sustainable, and cost effective water
supply to maintain Riverside’s water
independence for the next 100 years.
Objective has remained unchanged throughout the
planning history.
Means to achieve the objective has changed, as better
information becomes available.
Overview of Water Supply Planning
Overview of Water Supply Planning
Increase local water supply through:
Diversification of water supply portfolio
• Fully develop groundwater basins
• Improve management of groundwater basins
Increased use of recycled water
• Direct delivery to offset potable demand
• Groundwater recharge
Development of surface water supplies
• Seven Oaks Dam
• Santa Ana River Rubber Dam
• Mockingbird Canyon Dam
Riverside Groundwater Basins
Extraction/Export Rights
Bunker Hill
53,426 AFY Export
Colton
2,728 AFY Export
Riverside North
11,351 AFY Export
Riverside South
16,880 AFY Extraction
84,385 AFY Total
Riverside Water Demand
0
20,000
40,000
60,000
80,000
100,000
120,000
2000 2005 2010 2015 2020 2025 2030 2035
Dem
an
d (
AF
Y)
Year
Shortage /
Need
Developed
Resources
Demand could exceed local developed supply by 2015:
Project Discussion - Outline
1. Seven Oaks Dam
Groundwater Recharge for Bunker Hill Basin
2. Riverside North Water Supply
Groundwater Recharge for Riverside North Basin
Santa Ana River Inflatable Dam
Pellissier Ranch recharge basins
3. Arlington Basin Water Supply
Groundwater Recharge for Arlington Basin
Joint Projects with WMWD
Water Diversion from Mockingbird Canyon Dam
4. Recycled Water Project
Bridge for groundwater recharge
Includes direct delivery elements
Seven Oaks Dam - Height = 510 feet ; Gross capacity = 145,000 AF
Seven Oaks Dam Water Supply Project
Water Rights secured for up to 198,000 AFY
Western Municipal Water District for RPU
San Bernardino Valley Municipal Water District
Expected Average Yield = 40,000 AFY
Approximately 11,000 AFY for export by Riverside
Water released to settling basins and SAR for recharge
Ongoing discussions with Watermaster and stakeholders
for favorable water accounting and carryover
Expected cost to RPU $8,000,000 - $10,000,000 capital
Payment not yet made
Annual O&M agreement with SBVWCD = $110,000 (RPU share)
Average $200 per acre foot resource cost
Seven Oaks Dam Efforts
Working with WMWD & SBVMWD to complete
Watermaster accounting practices
Negotiations with WMWD & SBVMWD on water rights
cost share agreement
Negotiations on O&M cost share with WMWD,
SBVMWD & SBVWCD
For Future Board Consideration:
Capital and O&M payments to WMWD & SBVMWD
Participate in future diversion pipeline projects to complete
Seven Oaks Dam water capture
Develop supplemental production and conveyance agreement
with WMWD to ensure RPU full take of new water right
Riverside North Water Supply Program
Integrated Program of recycled and surface water supply
Phased program through 2020
Surface Water Capture
• Recharge groundwater basins in Colton and North Riverside
• Santa Ana River diversion for non-potable or groundwater
recharge
• Facilitate groundwater recharge using recycled water
Recycled Water Program
• Direct delivery for landscape irrigation use
• Groundwater recharge in Riverside and Arlington Basins
Capture and store storm water in channel and off-stream
Operate during and after storm events
Generally below 500 cfs water flow
Riverside North Water Supply Program
Project Elements
Inflatable dam across SAR (preliminary 8’ diameter)
• 40 surface acres in stream recharge behind dam
Off stream diversion structure
• Riverside Canal
• Adjacent recharge basins
Recharge Basins at Flume Well Tract
• City owned parcels
• Adjacent to Santa Ana River
• Multiple beneficiaries (RPU, SBVMWD, WMWD, Colton)
Riverside Canal diversion to Pellissier Ranch parcel
• Use Riverside Canal and SBCFCD Highgrove Channel
• Construct 40+/- acres of recharge basins (size and location TBD)
Connection to State Water Project Pipeline
• Facilitate recharge during dry year conditions
Riverside North Water Supply Program
Annual Recharge
In stream recharge
• 5,400 – 16,800 AFY
• Expected Average = 7,700 AFY
Flume Tract Recharge Basins
• 800 – 8,300 AFY
• Expected Average = 2,500 AFY
Pellissier Recharge Basins
• 160 – 24,000 AFY
• Expected Average = 4,000 AFY
Riverside North Water Supply Program
Environmental Impact Report underway
Expect publication November 2011
Water Rights application pending EIR
Western Municipal Water District for RPU
San Bernardino Valley Municipal Water District
Ongoing discussions with WMWD & SBVMWD on cost share
Expected cost to RPU $5,000,000 - $8,000,000 capital
Average $200 per acre foot resource cost
Riverside North Water Supply Program
Riverside North Water Supply Program Efforts
Commence design of rubber dam and off-stream facilities,
including preliminary design at Pellissier Ranch
Execute cost share agreement with WMWD & SBVMWD
Commence water rights application with State Water
Resources Control Board upon publication of Draft EIR
Retain consultant to assist with water rights process &
hearing
Develop supplemental production and conveyance
agreement with WMWD to ensure RPU full take of new
water right
Arlington Basin Recharge Project
Joint program with Western Municipal Water District
WMWD proposes construction of recharge basins
City program to supplement recharge with excess recycled and
storm water
City delivery through Riverside Canal, as extension of non-potable
conveyance agreement
New outlet piping from Mockingbird Canyon Dam
• Reduce flooding from storm flow releases to Jackson St. arroyo
• Improve water quality at Mockingbird Canyon Lake
Arlington Basin Recharge Project Efforts
Complete conceptual planning for Mockingbird Canyon
Dam Outlet pipe and storm routing
Continue to engage WMWD in recharge basin siting
and environmental work
Develop cost share agreement with WMWD for capital
facilities to better manage Mockingbird Canyon Lake
Complete cost share agreement with Riverside County
Flood Control and Water Conservation District for
Mockingbird Canyon Lake dredging operations
RPU Recycled Water Planning History
1991 – Petition to modify “Fully Appropriated” status of River
1994 – First Riverside Recycled Water Master Plan (MWH)
2002 – Water right application filed with State
2003 – Recycled Water Master Plan Update (Parsons)
2007 – Program Environmental Impact Report adopted
2008 – Water Rights Permit granted by State
2008 – City Council Concept Approval for Recycled Water
2008 – City Council adopts “Purple Pipe” plumbing ordinance
2011 – Recycled Water Facility Plan Complete (HDR)
Current Recycled Water Operation
38,000 AFY Water Quality Control Plant Operation
6,300 AFY In-Plant Use
300 AFY recycled (area businesses and WQCP)
31,700 AFY actual discharged to SAR
Discharge to SAR – 83%
In-plant use – 16%
Recycled Water – 1%
Future Recycled Water Operations
52,400 AFY Plant Operation
7,100 AFY In-Plant Use
25,000 AFY Required flow to Santa Ana River
20,300 AFY Available for Recycling
Discharge to SAR – 47%
In-plant use – 13%
Recycled Water – 38%
Recycled Water Facilities
First Recycled distribution pipeline installed in 1997
Over 4 miles installed to date
Built in conjunction with street improvement projects
Sizing guided by Recycled Water Master Plan
Recycled Water infrastructure investments:
$6,730,000 Transmission and Distribution Pipelines
$1,300,000 Engineering/Pre-Engineering Reports
$ 500,000 Water Rights Process
$8,530,000 Current Total
Current Recycled Water Facilities
Existing Purple Pipe infrastructure and potential customers:
Van Buren Boulevard; Jurupa Av. to Cypress Av.
• Van Buren Golf Course (existing service)
• Medians and Parkways (pending final connection)
Jurupa Avenue; Van Buren Blvd. to Payton Av.
• Riverside Energy Resource Center (existing service)
• Medians and Parkways (pending final connection)
Jurupa Avenue; Van Buren Blvd. to Rutland Av. (under construction)
• Rutland Park
• Medians and Parkways
Current Recycled Water Facilities
Central Avenue; SR91 to Fairview Av. (awaiting connecting infrastructure)
Olivewood Memorial Park
Poly High School / Alcott Elementary School
Medians and Parkways
Gibson Street; Victoria Av. to Cleveland Av. (interconnect w/ WMWD)
Arlington Heights Sport Park (existing service)
2008 City Council Conceptual Approval
City-wide network of “purple pipes” to distribute water
Large diameter pipelines to interconnect canals
Service to:
Parks
Schools
Public landscapes (medians/parkways)
Large commercial sites
Agricultural areas (pending research on crops)
Based on this approval, HDR, Inc. hired to prepare
Facility Plan Update
Recycled Water Supply Assessment
Assess available flows – annual, monthly, daily
RPU Customer Market Analysis
Current Recycled Water Demand
Approximately 300 AFY
Prospective Demand (excluding greenbelt)
739 use sites identified
Approximately 10,083 AFY
HDR Facilities Plan Scope of Work
Greenbelt Assumptions:
Initial plan (2008) contemplated use of canals
• 20,000 AF+ demand in greenbelt
• Common in other communities
• Strong grower opposition to proposal
HDR Plan assumed no deliveries to citrus groves
• Eliminated use of Gage Canal
• Included distribution pipelines to commercial lots as final
phase
HDR Facilities Plan Scope of Work
Hydraulic Model of Distribution System
Facility sizing and optimize pipeline locations
“What if” scenarios
Models allows for 24 hour operational simulation
Satellite Treatment Plant Assessment
Four potential locations evaluated
• Spruce Basin
• Arlanza Basin
• Tequesquite Basin
• Phoenix Basin
Satellite plant option in general deemed not cost effective
HDR Facilities Plan Scope of Work
Groundwater Augmentation Evaluated five potential recharge sites
• Pellissier Ranch
• Columbia Basin
• Spring Brook Channel
• Marlborough Basin
• Tequesquite Arroyo
Pellissier Ranch site identified as the most cost
effective (10,000 AFY)
Recommend Distribution System
Develop phased Capital Improvement Plan
HDR Facilities Plan Scope of Work
Challenges with City-wide Approach
Low concentration of customers outside greenbelt
Significant infrastructure requirements
172 miles of pipeline
2 storage reservoirs
3 pump stations
Large staffing commitment
Engineering
Operational
Customer site supervision
Customer Service
HDR Identified Costs
Estimated Capital Cost:
Pipelines $ 319,000,000
Reservoirs $ 31,000,000
Pump Stations $ 23,000,000
Advanced Treatment $ 165,000,000
Recharge Basins $ 8,000,000
Total Estimated Cost $ 546,000,000
Equivalent to $42/month for every customer
Staff believed lower cost alternative was available!
Estimated Capital Cost = $500,000,000 ($2,200/AF)
Staff Developed Alternatives
Brainstormed alternatives to meet objective at lower cost:
Smaller regional distribution systems
Early adoption of groundwater recharge
Partner with other agencies
Develop water “swap” with other agency
Arlington groundwater basin recharge
Use existing infrastructure
Result was two-project alternative incorporating
elements from several of these concepts & HDR
Facility Plan.
RPU Alternative Recycled Water System
Two Project Recycled Water Alternative
Arlington-Central Recycled Water Pipeline
Santa Ana River Pipeline to Pellissier Ranch
Total Project Cost: $95 million - $9/customer/month
Water Supply Increase:
• 5,000 AFY Groundwater Recharge (Recycled)
• 15,000 AFY Groundwater Recharge (Storm water)
• 2,300 AFY Direct Use (Recycled)
• 2,600 AFY Wholesale/Exchange (Recycled)
• Total Water Supply increase = 25,000 AFY
WATER SUPPLY INDEPENDENCE FOR 100 YEARS
Arlington - Central Pipeline
5,000 AFY groundwater augmentation via the Riverside
Canal (probable sale to WMWD)
1,000 AFY recycled + 4,000 AFY storm water
2,600 AFY for non-potable to WMWD under wheeling
agreement
1,000 AFY use by customers identified adjacent to the
pipeline alignment
Project Implementation Timeframe: 3-5 years
Estimated Cost: $25 Million
Arlington - Central Pipeline
Project Elements – Distribution System:
6 miles of transmission and distribution pipelines
• Arlington Av. from Van Buren Blvd. to Riverside Av.
Interconnection to Riverside Canal downstream of Gage Canal tie
• Interconnection for wholesale service to WMWD
Connection to existing Central Av. purple pipe
Project Elements – Groundwater Recharge
Groundwater recharge basins for Arlington Basin
• Potential joint project with WMWD
• Use existing Riverside Canal & WMWD pump
station/pipelines
Connection to Mockingbird Lake dam outlet
• Provide for storm water capture
• Diluent water for regulatory requirements
• Creates dual use recharge basins
Arlington - Central Pipeline
Potential for Recycled Water Service to:
Adams Elementary School
Shamel Park
Don Jones Park
Ramona High School
Jefferson Elementary School
Low Park
Pachappa Elementary School
Olivewood Memorial Park
Poly High School
Alcott Elementary School
Parkways and Medians
Arlington - Central Pipeline
Santa Ana River Pipeline to Pellissier Ranch
15,000 AFY groundwater recharge
4,000 AFY recycled + 11,000 AFY storm water capture
1,300 AFY by potential customers adjacent to the
pipeline alignment
Potential wholesale opportunities with JCSD & RCSD
Project Implementation Timeframe: 5-10 years
Estimated Cost = $70 Million
Santa Ana River Pipeline to Pellissier Ranch
Project Elements:
10 mile transmission pipeline along Santa Ana River
Reuse/reline abandoned sewer main for portion
In-line pump station
Turnout structure from Riverside Canal
• Provide for storm water capture
• Diluent water for regulatory requirements
• Creates dual use recharge basins
Could add advanced treatment plant to increase yield
Santa Ana River Pipeline to Pellissier Ranch
Potential for Recycled Water Service to:
Martha McLean-Anza Narrow Park
Tequesquite Park
Evergreen Memorial Park
Evans Sports Complex (RCC)
Fairmont Park
Beatty Elementary School
Future Soccer Park
Eliminates Greenbelt component and need for long term
research.
No formal proposal from UCR for research project
Groundwater Recharge Projects
Construct percolation basins for groundwater augmentation
Uses highly treated recycled water
Dilution with captured storm water
• Alternately pumped groundwater from other basin
Highly regulated by State and Regional agencies
Present regulations require 4:1 dilution ratio
60 month rolling average
Potential for reduction to lower ratio and/or longer period
Requires groundwater modeling/tracer studies
Potentially requires advanced treatment (RO and/or UV)
Minimum 6 months residence time before extraction
Water extracted for potable or non-potable use
Regulatory & Permitting Requirements
California Environmental Quality Act
Program EIR completed in 2007
Project level analyses/studies required
Focused EIR for Groundwater Recharge
Permitting
California Department of Public Health
Regional Water Quality Control Board
State Water Resources Control Board (storm water capture)
Regulatory Studies
Groundwater percolation studies
Groundwater Flow and Transport Modeling Study
Groundwater Tracer Study
Title 22 (Regional Board Regulation) Engineering Report
Implementation Timeline – Phase 1
Phase 1 Project – Arlington Central Pipeline
Projected in Service Fall 2014
• Construction Start Winter 2012 / Spring 2013
• Assumes Concurrent Environmental and Design process
Groundwater Recharge permitting by project partner(s)
Concept Approval
and CEQA
Engineering Construction
2011 2012 2013 2014
Implementation Timeline – Phase 2
Phase 2 Project – Santa Ana River Pipeline
Projected in Service Spring 2019
• Construction Start Fall 2015
• Assumes Concurrent Environmental and Design process
Groundwater Recharge Studies budgeted in current FY
Concept Approval and
CEQA
Studies & Engineering
Construction
2011 2013 2015 2017 2019
Recycled Water Project – Cost Summary
Preliminary Estimated Costs
Treatment Plant Improvements
• RPU Dedicated Facilities = $13,500,000
• Shared Plant Facilities = $46,500,000
• Total (subject to cost share discussions) = $60,000,000
Arlington Central Pipeline
• Engineering/Studies = $ 4,000,000
• Recycled Water Pipeline = $18,500,000
• Mockingbird Dam Pipeline = $ 2,500,000
• Total = $25,000,000
Pellissier Ranch Pipeline
• Engineering/Studies = $11,000,000
• Recycled Water Pipeline = $39,000,000
• Recharge Basins = $20,000,000
• Total = $70,000,000
Total Project Costs = $155,000,000
Recycled Water Project – Resource Cost
Projected Water Resource Cost (including GW recharge)
Capital Cost = $425/AF
O&M Cost = $150/AF
Total Projected Cost = $575/AF
MWD Water Cost (2012) = $816/AF – $942/AF
HDR Project Cost = $2,200/AF (City wide program)
Recycled Water Efforts
Complete cost share discussions with Public Works
Department and memorialize in Inter-Departmental MOU
Commence groundwater studies to facilitate permitting
Commence permitting activities for all aspects of project,
including groundwater recharge
Develop cost share agreement and supplemental
production and conveyance agreement with WMWD
Commence design of Arlington Central Pipeline facilities
Fiscal Impact
Seven Oaks Dam
Funds are budgeted and available for payment of water
rights cost share
Funds for enhanced recharge facilities included in
current finance plan and Water CIP
Riverside North Recharge Project
Funds are budgeted and available for project permitting
and design
Funds for RPU share of capital construction included in
current finance plan and Water CIP
Fiscal Impact
Recycled Water Project
Funds for permitting, feasibility studies and design of the
Arlington Central Pipeline are budgeted and available.
Funds for balance of program subject to proposed water rate
plan, approximately $9 per customer
Recycled Water Rate Plan
Approximately $9 per customer per month for capital
Phase in over 5 years:
$1.00/month effective March 2012
$1.50/month effective March 2013
$1.50/month effective March 2014
$2.50/month effective March 2015
$2.50/month effective March 2016
O&M costs recovered through normal water rate schedule
Allows Riverside Water Independence for 100 years!
Water Supply Recommendations
That the Board of Public Utilities:
1) endorse the water supply project plan and
financing mechanism;
2) refer this item to the City Council Land Use
Committee for input; and,
3) direct staff to bring the matter back to the
Board of Public Utilities for further review.