Exhibit 3 - 2026 Potable Water Master Plan Appendices.pdf — Corona City Council, June 17, 2026 (part 3 of 4)

AWWA Free Water Audit Software v6.0 Water Balance 1
Water Audit Report for:

Audit Year: 2024
Data Validity Tier:

Functional Focus
Area
Audit Data Collection
Short-term loss control
Long-term loss control
Target-setting
Benchmarking
City of Corona
Water Loss Control Planning Guide
Establish/revise policies and procedures
for data collection
Refine data collection practices and
establish as routine business process
Annual water audit is a reliable gauge of
year-to-year water efficiency standing
Tier III (51-70) Tier IV (71-90)
Water Audit Data Validity Tier (Score Range)
Tier I (1-25)
Tier IV (71-90)
Jul 01 2023 - Jun 30 2024
Evaluate and refine loss control goals on
a yearly basis
Begin to assess long-term needs
requiring large expenditure: customer
meter replacement, water main
replacement program, new customer
billing system or AMR/AMI system
Begin to assemble economic business
case for long-term needs based upon
improved data becoming available
through the water audit process
Conduct detailed planning, budgeting
and launch of comprehensive
improvements for metering, billing or
infrastructure management
Continue incremental improvements in
short-term and long-term loss control
interventions
Establish long-term apparent and real
loss reduction goals (+10 year horizon)
Establish mid-range (5 year horizon)
apparent and real loss reduction goals
AWWA Free Water Audit Software:

Determining Water Loss Standing
For validity scores of 50 or below, the shaded blocks should not be focus areas until better data validity is achieved.

Preliminary Comparisons - can begin to
rely upon with PIs for performance
comparisons for real losses
Performance Benchmarking with PIs is
meaningful in comparing real loss
standing
Identify Best Practices/ Best in class;
PIs are very reliable as real loss
performance indicators for best in class
service
Research information on leak detection
programs; Begin flowcharting analysis of
customer billing system
Tier II (26-50) Tier V (91-100)
Analyze business process for customer
metering and billing functions and water
supply operations; Identify data gaps;
improve supply metering
Stay abreast of improvements in
metering, meter reading, billing, leakage
management and infrastructure
rehabilitation
Conduct loss assessment investigations
on a sample portion of the system:
customer meter testing, leak survey,
unauthorized consumption, etc
Establish ongoing mechanisms for
customer meter accuracy testing, active
leakage control and infrastructure
monitoring
Refine, enhance or expand ongoing
programs based upon economic
justification
Launch auditing and loss control team;
address supply metering deficiencies
American Water Works Association. Copyright © 2020, All Rights Reserved.

FWAS v6.0
AWWA Free Water Audit Software v6.0 Loss Control Planning 1 Item Name
Apparent
Losses

AUTHORIZED

CONSUMPTION
Average Length
of (private)
Customer Service
Line
(Lp)
Average
Operating
Pressure
(AOP)
Billed Authorized
Consumption
AWWA Free Water Audit Software:

Definitions
Description
= billed metered + billed unmetered + unbilled metered + unbilled unmetered consumption The volume of metered and/or unmetered water taken by registered customers, the water utility's own uses, and uses of others who are implicitly or explicitly authorized to do so by the water utility; for residential, commercial, industrial and public-minded purposes.

Typical retail customers' consumption is tabulated usually from established customer accounts as billed metered consumption, or - for unmetered customers - billed unmetered consumption. These types of consumption, along with billed water exported, provide revenue potential for the water utility. Typically a lag will exist between timing for reading of supply meters and reading of customer meters. A lag-time correction should typically be calculated to account for this. Be certain to tabulate the water exported volume as a separate component and do not "double-count" it by including in the billed metered consumption component as well as the water exported component.

Unbilled authorized consumption occurs typically in non-account uses, including water for fire fighting and training, flushing of water mains and sewers, street cleaning, watering of municipal gardens, public fountains, or similar public-minded uses. Occasionally these uses may be metered and billed (or charged a flat fee), but usually they are unmetered and unbilled. In the latter case, the water auditor may use a default value to estimate this quantity, or implement procedures for the reliable quantification of these uses. This starts with documenting usage events as they occur and estimating the amount of water used in each event. (See Unbilled Unmetered Authorized Consumption) This is the average length of underground customer service line, Lp, that is owned and maintained by the customer; from the point of ownership transfer to the customer water meter, or building line (if unmetered). The quantity is one of the data inputs for the calculation of Unavoidable Annual Real Losses (UARL), which serves as the denominator of the performance indicator: Infrastructure Leakage Index (ILI). The value of Lp is multiplied by the number of customer service connections to obtain a total length of customer owned piping in the system. The purpose of this parameter is to account for the unmetered service line infrastructure that is the responsibility of the customer for arranging repairs of leaks that occur on their lines. In many cases leak repairs arranged by customers take longer to be executed than leak repairs arranged by the water utility on utility-maintained piping. Leaks run longer - and lose more water - on customer-owned service piping, than utility owned piping.

If the customer water meter exists near the ownership transfer point (usually the curb stop located between the water main and the customer premises) this distance is zero because the meter and transfer point are the same. This is the often encountered configuration of customer water meters located in an underground meter box or "pit" outside of the customer's building. The Free Water Audit Software asks a "Yes/No" question about the meter at this location.

If the auditor selects "Yes" then this distance is set to zero and the data grading score for this component is set to 10.

If water meters are typically located inside the customer premise/building, or properties are unmetered, it is up to the water auditor to estimate a system-wide average Lp length based upon the various customer land parcel sizes and building locations in the service area. Lp will be a shorter length in areas of high density housing, and a longer length in areas of low density housing and varied commercial and industrial buildings. General parcel demographics should be employed to obtain a total Lp length (Lc) and subsequently a weighted average Lp length for the entire system.

Refer to the "Service Connection Diagram" worksheet for a depiction of the service line/metering configurations that typically exist in water utilities. This worksheet gives guidance on the determination of the Average Length, Lp, for each configuration.

This is the average pressure in the distribution system that is the subject of the water audit. If the water utility is compiling the water audit for the first time, the average pressure can be approximated, but with a low data grading. In subsequent years of auditing, effort should be made to improve the accuracy of the average pressure quantity. This will then qualify the value for a higher data grading.

In the absence of a hydraulic model, the average pressure may be approximated by obtaining readings of static water pressure from a representative sample of fire hydrants or other system access points evenly located across the system. A weighted average of the pressure can be assembled; but be sure to take into account the elevation of the fire hydrants, which typically exist several feet higher than the level of buried water pipelines.

If your water utility has an up-to-date and calibrated hydraulic model of the water distribution system, it can be utilized to obtain a very accurate quantity of average pressure. However using the average pressure of all “nodes” in the system model is not necessarily the most accurate way to calculate the average operating pressure. This is especially true if there are significant pressure differences throughout the system, and the “nodes” are not evenly distributed throughout the distribution system. The most accurate calculation is to obtain the average pressure that each pipe segment experiences. The way to do this is to calculate the pressure at each end of the pipe. Then calculate the average of those two values and multiply this average value by the length of that pipe.

This must be calculated for all pipe segments in the model. Finally calculate the sum of all of these values and and divide by the total pipe length. This effectively calculates a weighted average of pressure over the total pipe length. For low density systems (<32 connections/mile), average mains pressures at the service connection or curb stop may have greater influence and should be considered.

All consumption that is billed and authorized by the utility. This may include both metered and unmetered consumption. See "Authorized Consumption" for more information.
= systematic data handling errors + customer metering inaccuracies + unauthorized consumption Apparent Losses include all types of inaccuracies associated with customer metering (worn meters as well as improperly sized meters or wrong type of meter for the water usage profile) as well as systematic data handling errors (meter reading, billing, archiving and reporting), plus unauthorized consumption (theft or illegal use).

NOTE: Over-estimation of Apparent Losses results in under-estimation of Real Losses. Under-estimation of Apparent Losses results in over-estimation of Real Losses. A
FWAS v6.0 American Water Works Association. Copyright © 2020, All Rights Reserved.

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Service
Connection
Diagram
AWWA Free Water Audit Software v6.0 Definitions 1
Item Name Description
Billed Metered
Authorized
Consumption
(BMAC)
Billed Unmetered
Authorized
Consumption
(BUAC)
Customer
Metering
Inaccuracies
(CMI)
Customer Retail
Unit Charge
(CRUC)
Infrastructure
Leakage Index
(ILI)
Apparent water losses caused by the collective under-registration of customer water meters. Many customer water meters gradually wear as large cumulative volumes of water are passed through them over time. This causes the meters to under-register the flow of water. This occurrence is common with smaller residential meters of sizes 5/8-inch and 3/4 inch after they have registered very large cumulative volumes of water, which generally occurs only after periods of years. For meters sized 1-inch and larger - typical of multi-unit residential, commercial, institutional and industrial accounts - meter under-registration can occur from wear or from the improper application of the meter; i.e. installing the wrong type of meter or the wrong size of meter, for the flow pattern (profile) of the consumer. For instance, many larger meters have reduced accuracy at low flows. If an oversized meter is installed, most of the time the routine flow will occur in the low flow range of the meter, and a significant portion of it may not be registered. It is important to properly select and install all meters, but particularly large customer meters, size 1-inch and larger.

The auditor has two options for entering data for this component of the audit. The auditor can enter a percentage under-registration (typically an estimated value), this will apply the selected percentage to the two categories of metered consumption to determine the volume of water not recorded due to customer meter inaccuracy. Note that this percentage is a composite average inaccuracy for all customer meters in the entire meter population. The percentage will be multiplied by the sum of the volumes in the Billed Metered and Unbilled Metered components. Alternatively, if the auditor has substantial data from meter testing activities, he or she can calculate their own loss volumes, and this volume may be entered directly.

Note that a value of zero will be accepted but is not recommended, as all metered systems tend to have some degree of inaccuracy. A positive value should be entered. A value of zero in this component is generally valid only if the water utility does not meter its customer population.

The formula for caculating a volume of CMI from a percentage input is as follows: CMI volume = (BMAC+UMAC)/(1-CMI%)-(BMAC+UMAC) The Customer Retail Unit Charge represents the volumetric portion of the total charges that customers pay for water service. The CRUC does not include fixed charges. This unit charge cost is applied routinely to the components of Apparent Loss, since these losses represent water reaching customers but not (fully) paid for. Since most water utilities have a rate structure that includes a variety of different charges costs based upon class of customer, a volumeweighted average of water sold at each unique rate should be calculated to determine a single composite charge that should be entered into this cell. Finally, the weighted average charge should also include additional charges for sewer, storm water or biosolids processing, but only if these charges are based upon the volume of potable water consumed.

For water utilities in regions with limited water resources and a questionable ability to meet the drinking water demands in the future, the Customer Retail Unit Charge Cost might also be applied to value the Real Losses; instead of applying the Variable Production Cost to Real Losses. In this way, it is assumed that every unit volume of leakage reduced by leakage management activities will be sold to a customer.

Note: the Free Water Audit Software allows the user to select the units that are charged to customers (either $/1,000 gallons, $/hundred cubic feet, or $/1,000 litres) and automatically converts these units for purpose of calculating Apparent Loss valuations. The monetary units are United States dollars, $.

The ratio of the Current Annual Real Losses (Real Losses) to the Unavoidable Annual Real Losses (UARL). This performance indicator is dimensionless.

NOTES ON THE UARL AND ILI:

1. This Free Water Audit Software version 6 presents the calculated UARL and ILI for systems of all sizes and all pressures. Some published research is now available on predicting how UARL is likely to be modified when modeling low leakage limits in systems that are very small (< 3000 conn), or have very low average pressures, or have very high pressures (aka boundary cases). Inherent over- or under- estimation of UARL volume may exist in these boundary cases, as they operate at or near the limits of the UARL model assumptions. More widespread application and understanding of system specific corrections to the UARL model in these boundary cases is now likely to occur, but are not included in the FWAS at the time of this publication. Caution is advised when using the standard UARL modeled value (and subsequently the ILI) for boundary cases. In boundary cases, the ILI may still be considered a general Performance Indicator, but not used as an absolute performance measurement or for benchmark comparisons.

2. The UARL term is based on average operating pressure in a given audit year, and a utility's current pressure conditions may not be optimized. Thus, ILI should always be interpreted with some measure of pressure, and only used for tracking progress if all justifiable pressure management has already been completed.

All metered consumption which is billed to retail customers, including all groups of customers such as domestic, commercial, industrial or institutional. It does NOT include water supplied to neighboring utilities (water exported) which is metered and billed. Be sure to subtract any consumption for exported water sales that may be included in these billing roles. Water supplied as exports to neighboring water utilities should be included only in the Water Exported component. The metered consumption data can be taken directly from billing records for the water audit period. The accuracy of yearly metered consumption data can be refined by including an adjustment to account for customer meter reading lag time since not all customer meters are read on the same day of the meter reading period. However additional analysis is necessary to determine the lag time adjustment value, which may or may not be significant.

All billed consumption which is calculated based on estimates or norms from water usage sites that have been determined by utility policy to be left unmetered.

This is typically a very small component in systems that maintain a policy to meter their customer population. However, this quantity can be the key consumption component in utilities that have not adopted a universal metering policy. This component should NOT include any water that is supplied to neighboring utilities (water exported) which is unmetered but billed. Water supplied as exports to neighboring water utilities should be included only in the Water Exported component.

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AWWA Free Water Audit Software v6.0 Definitions 2
Item Name Description
Length of Mains
(Lm)

NON-REVENUE
WATER
Number of
Service
Connections
(Nc)
Real Losses
Revenue Water
Service
Connection
Density
Systematic Data
Handling Errors
(SDHE)
Total annual
operating cost
(optional input)
= Apparent Losses + Real Losses + Unbilled Metered Consumption + Unbilled Unmetered Consumption. This is water which does not provide revenue potential to the utility.

Number of customer service connections, extending from the water main to supply water to a customer. This includes the actual number of pressurized piping connections, including fire connections, whether active or inactive. This may differ substantially from the number of customers (or number of accounts).

Note: this number does not include the pipeline leads to fire hydrants. The total length of piping supplying fire hydrants should be included in the "Length of mains" input, and excluded from the Number of service connections input.

Physical water losses from the pressurized system (water mains and customer service connections) and the utility’s storage tanks, up to the point of customer consumption. In metered systems this is the customer meter, in unmetered situations this is the first point of consumption (stop tap/tap) within the property.

The annual volume lost through all types of leaks, breaks and overflows depends on frequencies, flow rates, and average duration of individual leaks, breaks and overflows.
*This input has been made optional, as it is no longer used in calculating a Performance Indicator. Auditors are welcome to continue to track this input as desired.* These costs include those for operations, maintenance and any annually incurred costs for long-term upkeep of the drinking water supply and distribution system. It should include the costs of day-to-day upkeep and long-term financing such as repayment of capital bonds for infrastructure expansion or improvement. Typical costs include employee salaries and benefits, materials, equipment, insurance, fees, administrative costs and all other costs that exist to sustain the drinking water supply. Depending upon water utility accounting procedures or regulatory agency requirements, it may be appropriate to include depreciation in the total of this cost. This cost should not include any costs to operate wastewater, biosolids or other systems outside of drinking water.

Apparent losses caused by accounting omissions, errant computer programming, gaps in policy, procedure, and permitting/activation of new accounts; and any type of data lapse that results in under-stated customer water consumption in summary billing reports. Systematic Data Handling Errors occur as a customer consumption volume and can result in a direct loss of revenue potential. Water utilities can find "lost" revenue by keying on this component.

Utilities typically measure water consumption volumes registered by water meters at customer premises. The meter should be read routinely (ex: monthly) and the data transferred to the Customer Billing System, which generates and sends a bill to the customer. Data Transfer Errors result in the registered consumption volume value being less than the actual consumption volume, creating an apparent loss. Such error might occur from illegible and mis-recorded hand-written readings compiled by meter readers, inputting an incorrect meter register unit conversion factor in the automatic meter reading equipment, or a variety of similar errors.

Apparent losses also occur from Data Analysis Errors in the archival and data reporting processes of the Customer Billing System. Inaccurate estimates used for accounts that fail to produce a meter reading are a common source of error. Billing adjustments may award customers a rightful monetary credit, but do so by creating a negative value of consumption volume, thus under-stating the actual consumption. Account activation lapses may allow new buildings to begin using water for months without meter readings and billing. Poor permitting and construction inspection practices can result in a new building water service commencing without a billing account, a water meter and meter reading; i.e., the customer is unknown to the utility's billing system. Close auditing of the permitting, metering, meter reading, billing and reporting processes of the water consumption data trail can uncover data management gaps that create volumes of systematic data handling error. Utilities should routinely analyze customer billing records to detect data anomalies and quantify these losses. For example, a billing account that registers zero consumption for two or more billing cycles should be checked to explain why usage has seemingly halted. Given the revenue loss impacts of these losses, water utilities are well-justified in providing continuous oversight and timely correction of data transfer errors & data handling errors.

If the water auditor has not yet gathered detailed data or assessment of systematic data handling error, it is recommended that the auditor apply the default value of 0.25% of the Billed Authorized Consumption volume. However, if the auditor has investigated the billing system and its controls, and has well validated data that indicates the volume from systematic data handling error is substantially higher or lower than that generated by the default value, then the auditor should enter a quantity that was derived from the utility investigations and select an appropriate grading. Negative or zero values are not allowed for this audit component.

Note: occasionally billed consumption volumes for a customer account may be over-stated due to issues of double-counting an account or applying an overstated meter multiplier. The possibility of such occurrences should be explored in the data validation process, particularly if billed authorized consumption volumes for the year, or for any sub-group of customers (by classification or meter size), appears to be inordinately high. It is recommended to correct any such errors in the billed consumption total for the year, rather than consider these volumes part of Systematic Data Handling Error. =number of customer service connections / length of mains Length of all pipelines (except service connections) in the system starting from the point of system input metering (for example at the outlet of the treatment plant). It is also recommended to include in this measure the total length of fire hydrant lead pipe. Hydrant lead pipe is the pipe branching from the water main to the fire hydrant. Fire hydrant leads are typically of a sufficiently large size that is more representative of a pipeline than a service connection. The average length of hydrant leads across the entire system can be assumed if not known, and multiplied by the number of fire hydrants in the system, which can also be assumed if not known. This value can then be added to the total pipeline length. Total length of mains can therefore be calculated as:

Length of Mains, miles = (total pipeline length, miles) + [ {(average fire hydrant lead length, ft) x (number of fire hydrants)} / 5,280 ft/mile ] or
Length of Mains, kilometres = (total pipeline length, kilometres) + [ {(average fire hydrant lead length, metres) x (number of fire hydrants)} / 1,000 metres/kilometre ]
Those components of System Input Volume that are billed and have the potential to produce revenue.

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AWWA Free Water Audit Software v6.0 Definitions 3
Item Name Description
Unauthorized
Consumption
(UC)
Unbilled
Authorized
Consumption
Unbilled Metered
Authorized
Consumption
(UMAC)
Unbilled
Unmetered
Authorized
Consumption
(UUAC)
Includes water illegally withdrawn from fire hydrants, illegal connections, bypasses to customer consumption meters, or tampering with metering or meter reading equipment; as well as any other ways to receive water while thwarting the water utility's ability to collect revenue for the water. Unauthorized consumption results in uncaptured revenue and creates an error that understates customer consumption. In most water utilities this volume is low and, if the water auditor has not yet gathered detailed data for these loss occurrences, it is recommended to use the default value of 0.25% of the Billed Authorized Consumption volume. However, if the auditor has investigated unauthorized occurrences, and has well validated data that indicates the volume from unauthorized consumption is substantially higher or lower than that generated by the default value, then the auditor should enter a quantity that was derived from the utility investigations. Note that a value of zero will not be accepted since all water utilities tend to have some volume of unauthorized consumption occurring in their system.

Unavoidable
Annual Real
Losses (UARL)
The UARL is a theoretical reference value representing the technical low limit of leakage for well managed systems in good condition, with aggressive active leakage control. It is a key variable in the calculation of the Infrastructure Leakage Index (ILI).

UARL (gallons) = (5.41Lm + 0.15Nc + 7.5Lc) x P x 365 d/year, or
UARL (litres) = (18.0Lm + 0.8Nc + 25.0Lc) x P x 365 d/year where:

Lm = length of mains (miles or kilometres)
Nc = number of customer service connections
Lp = the average length of customer service connection piping (feet or metres) (see the Worksheet "Service Connection Diagram" for guidance on deterring the value of Lp) Lc = total length of customer service connection piping (miles or km) Lc = Nc X Lp (miles or kilometres)
P = Average operating pressure (psi or metres) (see Average Operating Pressure definition) NOTES ON THE UARL AND ILI:

Any kind of Authorized Consumption which is neither billed nor metered. This component typically includes water used in activities such as fire fighting, flushing of water mains and sewers, street cleaning, fire flow tests conducted by the water utility, etc. In most water utilities it is a small component.

This component does NOT include water supplied to neighboring utilities (water exported) which is unmetered and unbilled – an unlikely case. Also, if any potable water used at a water treatment plant is tapped from a location upstream of the meter(s) used to determine the Volume from Own Sources in the audit, this is outside of the boundary of the audit and should therefore not be included as part of Unbilled, Unmetered Authorized Consumption.

This component has many sub-components of water use which may not yet be quantified. The default is 0.25% of the Billed Authorized Consumption volume (BMAC + BUAC), and is recommended for temporary use if customized estimates are not yet available, with recommendation to begin tracking and estimating these volumes for the next audit.

Note that a value of zero is not permitted, since all water utilities likely have some volume of water in this component occurring in their system.

The user may develop an audit based on one of three unit selections:
1) Million Gallons (US)
2) Megalitres (Thousand Cubic Metres)
3) Acre-feet
Once this selection has been made in the instructions sheet, all calculations are made on the basis of the chosen units. Should the user wish to make additional conversions, a unit converter is provided below (use drop down menus to select units):

Units and
Conversions
All consumption that is unbilled, but still authorized by the utility. This includes Unbilled Metered Authorized Consumption (UMAC) + Unbilled Unmetered Authorized Consumption (UUAC). See "Authorized Consumption" for more information.

Metered consumption which is authorized by the water utility, but, for any reason, is deemed by utility policy to be unbilled. This might for example include metered water consumed by the utility itself in treatment or distribution operations, or metered water provided to civic institutions free of charge. It does not include water supplied to neighboring utilities (water exported) which may be metered but not billed.

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AWWA Free Water Audit Software v6.0 Definitions 4
Item Name Description
Convert From…
Million Gallons (US) = 306.888329 Acre-feet
Variable
Production Cost
(VPC)
(applied to Real
Losses)
Volume from Own
Sources
(VOS)
Volume from own
sources: error
adjustment
Water Exported
(WE)
Water Exported:

Error Adjustment
(WEEA)
Water Imported
(WI)
Enter Units:
(conversion factor = 3.0689)
Converts to…..
100
An estimate or measure of the volume by which the Water Exported volume is incorrect. This adjustment is a weighted average that represents the collective error for all of the metered and archived exported flow for all days of the audit year. Meter error can occur in different ways. A meter may be inaccurate by under-registering flow (did not capture all the flow), or by over-registering flow (overstated the actual flow). Error in the metered, archived data can also occur due to data gaps caused by temporary outages of the meter or related instrumentation. All water utilities encounter some degree of error in their metered data, particularly if meters are aged and infrequently tested. Occasional errors also occur in the archived data. Enter a positive percentage or volume, then select 'under-registration' or 'over-registration' from the drop-down immediately adjacent. If regular meter accuracy testing is conducted on the meter(s) - which is usually conducted by the water utility selling the water - then the results of this testing can be used to help quantify the meter error adjustment. Corrections to data gaps or other errors found in the archived data should also be included as a portion of this meter error adjustment. See Water Supplied Error Adjustments definition for guidance on how to calculate this input.

The cost to produce and supply the next unit of water (e.g., $/million gallons). This cost can include both short-run and long-run marginal costs. See the VPC data grading questions on IDG tab for examples of short-run and long-run marginal costs that may be included.

It is common to apply the VPC unit cost to the volume of Real Losses. However, if water resources are strained and the ability to meet future drinking water demands is in question, then the water auditor may be justified in applying the Customer Retail Unit Charge to the Real Loss volume, rather than applying the Variable Production Cost.

The volume of water withdrawn (abstracted) from water resources (rivers, lakes, streams, wells, etc) controlled by the water utility, and then treated for potable water distribution. Most water audits are compiled for utility retail water distribution systems, so this volume should reflect the amount of treated drinking water that entered the distribution system. Often the volume of water measured as treated effluent of the treatment works is slightly less than the volume measured at the raw water source, since some of the water is used in the treatment process. Thus, it is useful if flows are metered at the effluent of the treatment works.

Water treatment plants are also often supplied potable drinking water and therefore are a “customer” of the water utility. If the service connection line serving the water treatment plant is downstream of treated water effluent flowmeters, this water should be metered and billed as billed authorized consumption. In this case, this volume of water does not enter into any calculations for Volume from Own Sources. If the service connection line suppling potable water to the treatment plant is upstream of treated water effluent flowmeters, then this water is considered “process” water and included with calculations accounting for process water use.

If metering exists only at the raw water source, an adjustment for water used in the treatment process should be included to account for water consumed in treatment operations such as filter backwashing, basin flushing and cleaning, plant potable water consumption (if the supply is drawn upstream of effluent flowmetering.) and similar uses. If the audit is conducted for a wholesale water agency that sells untreated water, then this quantity reflects the measure of the raw water, typically metered at the source.

The Water Imported volume is the bulk water purchased to become part of the Water Supplied volume. Typically this is water purchased from a neighboring water utility or regional water wholesale supplier, and is metered at the custody transfer point of interconnection between the two water utilities. Usually the meter(s) are owned by the water supplier selling the water to the utility conducting the water audit. The water supplier selling the bulk water usually charges the receiving utility based upon a wholesale water rate.

An estimate or measure of the degree of inaccuracy that exists in the master (production) meters measuring the annual Volume from own Sources, and any error in the data trail that exists to collect, store and report the summary production data. This adjustment is a weighted average number that represents the collective error for all master meters for all days of the audit year and any errors identified in the data trail. Meter error can occur in different ways. A meter or meters may be inaccurate by under-registering flow (did not capture all the flow), or by over-registering flow (overstated the actual flow). Data error can occur due to data gaps caused by temporary outages of the meter or related instrumentation. All water utilities encounter some degree of inaccuracy in master meters and data errors in archival systems are common. Enter a positive percentage or volume, then select 'under-registration' or 'over-registration' from the drop-down immediately adjacent. See Water Supplied Error Adjustments definition for guidance on how to calculate this input.

The Water Exported volume is the bulk water conveyed or sold by the water utility to neighboring water systems that exists outside of their service area.

Typically this water is metered at the custody transfer point of interconnection between the two water utilities. Usually the meter(s) are owned by the water utility that is selling or transfering the water: i.e. the exporter. If the water utility who is compiling the annual water audit sells or transfers bulk water in this manner, they are an exporter of water.

Note: The Water Exported volume is typically sold to wholesale customers who are charged a wholesale rate that is different than retail rates charged to the retail customers existing within the service area. Many state regulatory agencies require that the Water Exported volume be reported to them as a quantity separate and distinct from the retail customer billed consumption. For these reasons - and others - the Water Exported volume is always quantified separately from Billed Authorized Consumption in the standard water audit. Be certain not to "double-count" this quantity by including it in both the Water Exported box and the Billed Metered Consumption box of the water audit Worksheet. This volume should be included only in the Water Exported box.

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AWWA Free Water Audit Software v6.0 Definitions 5
Item Name Description
Water Imported:

Error Adjustment
(WIEA)

WATER LOSSES
Water Supplied
Error
Adjustments
= apparent losses + real losses
= water supplied - authorized consumption
Water Losses are the difference between Water Supplied and Authorized Consumption. Water losses can be considered as a total volume for the whole system, or for partial systems such as transmission systems, pressure zones or district metered areas (DMA), if one of these configurations are the basis of the water audit.

An estimate or measure of the volume by which the Water Imported volume is incorrect. This adjustment is a weighted average that represents the collective error for all of the metered and archived imported flow for all days of the audit year. Meter error can occur in different ways. A meter may be inaccurate by under-registering flow (did not capture all the flow), or by over-registering flow (overstated the actual flow). Error in the metered, archived data can also occur due to data gaps caused by temporary outages of the meter or related instrumentation. All water utilities encounter some level of meter inaccuracy, particularly if meters are aged and infrequently tested. Occasional errors also occur in the archived metered data. Enter a positive percentage or volume, then select 'under-registration' or 'over-registration' from the drop-down immediately adjacent. If regular meter accuracy testing is conducted on the meter(s) - which is usually conducted by the water utility selling the water - then the results of this testing can be used to help quantify the meter error adjustment. See Water Supplied Error Adjustments definition for guidance on how to calculate this input.

Disclaimer: The guidance provided below should be considered general, representing a typical approach to determining Error Adjustment. Supply metering setups, metering technologies, instrumentation, data recording/archival, and data management systems can vary significantly from one water utility to the next.

Inherent margins of error will also vary among different testing and calibration methods and the measurement systems being tested. Other factors that may be important include, but are not limited to, frequency of testing and calibration practices, data communication outages in the audit period, tested flowrates versus typical operating flowrates, and test durations. All of these factors must be considered when assessing Error Adjustment for the Water Supplied inputs. Each specific situation should be carefully analyzed to determine the most appropriate approach for determining the Error Adjustment to input, if any.

General: For the Water Supplied inputs, there are three typical sources of error that may warrant an Error Adjustment on the Worksheet.

1. Meter error: measurement inaccuracy in the meter(s) used to derive the input volume, typically identified through in-situ flow accuracy testing. Applicable for VOS, WI and WE. If no such testing has been performed, adjustment for meter error is not typically recommended.

2. Data transfer error: inaccuracy in archived volumes, typically due to gaps in data, programming errors impacting unit conversions, and/or programming errors impacting totalization of measured volumes over the audit period. Applicable for VOS, WI and WE. These errors are typically identified through electronic calibration to verify data transfer at the secondary device (i.e. conversion to mA, meter transmitter or similar instrumentation) and/or the tertiary device (i.e. SCADA, historian or other computerized archival system).

3. Net distribution storage change: The difference between end of audit period and beginning of audit period for total finished water stored, downstream of the system input meter(s). Typically applicable for VOS or WI. This volume is typically derived by comparing distribution storage tank water levels at end and beginning of the water audit period and using approximate tank geometry to convert levels to volumes.

Derivation Guidance:

If an Error Adjustment input is being calculated as a volume, each source of error (described above) may be separately calculated, with careful consideration of under- vs over-registration, then added together to determine the composite volume to input. The composite input should be entered on the Worksheet as a positive number, then under- or over-registration selected on the adjacent dropdown.

If an Error Adjustment input is being calculated as a percent, some very general guidance for calculating each error source (described above) is provided below. The auditor is again cautioned that each specific water supply setup needs to be evaluated closely as noted in the Disclaimer. Refer to the latest AWWA M36 Manual for additional discussion and guidance on this matter.

1. Meter error: If in-situ flow accuracy testing has been performed, and inherent testing method error is understood, first the meter accuracy % may be determined as follows:
meter accuracy % = System input meter(s) volume / Reference volume Then, the meter error % may be determined as follows:
meter error % = meter accuracy % - 100%

2. Data transfer error: If electronic calibration at the secondary (i.e. conversion to mA, meter transmitter or similar instrumentation) and/or tertiary (i.e. SCADA, historian or other computerized archival system) devices has been performed, first the data transfer accuracy % may be determined as follows:
data transfer accuracy % = Tertiary device volume / Reference volume (typically at Secondary device)

Then, the data transfer error % may be determined as follows:
data transfer error % = data transfer accuracy % - 100% If no error is identified, or if electronic calibration has not been performed, or if no secondary or tertiary devices exist, a data transfer error % adjustment is not typically recommended.

3. Net distribution storage change. If meter error and/or data transfer error are being calculated as a %, it is recommended to make the adjustment for net distribution storage change as a volume adjustment, directly in the VOS or WI input, as applicable.

The final step is to add meter error % and data transfer error %:

Error Adjustment % = meter accuracy % + data transfer error % If the total Error Adjustment % calculates out as a negative number, it represents an under-registration. Vice versa, if positive. The composite input should be entered on the Worksheet as a positive number, then under- or over-registration selected on the adjacent dropdown.

Find
Find
Find
AWWA Free Water Audit Software v6.0 Definitions 6
#REF!
AWWA Free Water Audit Software:

Customer Service Line Diagrams
Average Length of Customer
Service Line
The three figures shown on this
worksheet display the
assignment of the Average
Length of Customer Service
Line, Lp, for the three most
common piping configurations.

Figure 1 shows the
configuration of the water meter
outside of the customer building
next to the curb stop valve. In
this configuration Lp = 0 since
the distance between the curb
stop and the customer metering
point is essentially zero.

Figure 2 shows the
configuration of the customer
water meter located inside the
customer building, where Lp is
the distance from the curb stop
to the water meter.

Figure 3 shows the
configuration of an unmetered
customer building , where Lp is
the distance from the curb stop
to the first point of customer
water consumption, or, more
simply, the building line.

In any water system the Lp will
vary notably in a community of
different structures, therefore
the average Lp value is used
and this should be approximated
or calculated if a sample of
service line measurements has
been gathered.

American Water Works Association.

Copyright © 2020, All Rights
FWAS v6.0
Click for more
information
AWWA Free Water Audit Software v6.0 Service Connection Diagram 1 DEVELOPED BY: Will Jernigan, PE Software Chair Cavanaugh David Sayers Black & Veatch
Kate Gasner Water Systems Optimization
George Kunkel, PE Kunkel Water Efficiency Consulting
Andrew Chastain-Howley, PG, MCSM Black & Veatch
REFERENCES:

8. Service Connection Diagrams courtesy of Ronnie McKenzie, WRP Pty Ltd.

AWWA Free Water Audit Software:

Acknowledgements
AWWA Free Water Audit Software - Version 6.0
developed by the
Water Loss Control Committee of the American Water Works Association December 2020
This software is intended to serve as a basic tool to compile a preliminary, or “top-down”, water audit. It is recommended that users also refer to the current edition of the AWWA M36 Publication, Water Audits and Loss Control Programs, for detailed guidance on compiling a comprehensive, or “bottom-up”, water audit using the same water audit methodology.

1. Kunkel, G., G. Trachtman, A. Wyatt, and W. Jernigan. Water Loss Control Committee Report: Key Performance Indicators for Non-Revenue Water—AWWA’s 2020 Position. 2020.

Journal AWWA. https://awwa.onlinelibrary.wiley.com/doi/full/10.1002/awwa.1428

3. AWWA Water Audits and Loss Control Programs, M36 Publication. 5th Edition, (forthcoming) 2021. AWWA. Denver, CO.

9. Sturm, R., W. Jernigan, C. Stief, and D. Blackwell. Level 1 Water Audit Validation Guidance Manual . 2nd Edition, (forthcoming) 2021. Project #5057. Denver: Water Research Foundation.
https://circabc.europa.eu/sd/a/1ddfba34-e1ce-4888-b031-6c559cb28e47/Good%20Practices%20on%20Leakage%20Management%20-%20Main%20Report_Final.pdf A special thanks to those members of the AWWA Water Loss Control Committee and other water industry stakeholders who assisted in the review and testing of this software.

2. Kunkel, G. et al. AWWA WLCC Reference Water Audit Dataset . 2020. AWWA. Denver, CO. https://circabc.europa.eu/sd/a/ec13ae01-7800-4114-8d72-98827b509e18/Good%20Practices%20on%20Leakage%20Management%20-%20Case%20Study%20document._Final.pdf

4. Trachtman G., A. Wyatt, et al. 2019. Assessment of Performance Indicator for Non-Revenue Water Target Setting and Progress Tracking. AWWA. Denver, CO.

5. Trachtman G., A. Wyatt, et al. 2019. WRF 4695: Guidance on Implementing an Effective Water Loss Control Plan. Water Research Foundation. Denver, CO.

6. Lambert, A. 2020. Low ILIs and Small Systems. Llandudno, UK. https://leakssuitelibrary.com

7. Good Practices on Leakage Management, Main Report . EU Reference Document. European Commission, Luxembourg. 2015.

American Water Works Association.

FWAS v6.0
www.awwa.org
AWWA Free Water Audit Software v6.0 Acknowledgements 1
VERSION HISTORY:

Version: Release
Date:

Number of
Worksheets:
v1 2005/
2006 5
v2 2006 5
v3 2007 7
v4 - v4.2 2010 10
v5 2014 12
v6 2020 11
If you have questions or comments regarding the software please contact us via email at: [email protected] v6 brings an overhaul to the user interface for data grading, now presented as a series of questions on the Interactive Data Grading (IDG) tab for each input that, when answered (by selecting best-fit answer from a dropdown menu), automically determines the data grade for the given input. This provides transparency to the data practices selected and which specifically are limiting, removes subjectivity in data grade assignments, and provides clarity on candidate next steps for data validity improvements. IDG tab includes navigation buttons across top banner for ease of movement between inputs, and color signals for completion. The Worksheet (fka Reporting Worksheet) includes overt designation of error adjustment as "under" or "over" for the 3 Water Supplied inputs, as well as Customer Metering Inaccuracies. This makes the convention consistent, transparent, and reduces chance of user error. A Blank Sheet has been added allowing the user to, as desired, perform supplemental calculations or capture additional relevant information. The Dashboard has been overhauled to include Data Validity, NRW Components and Key Performance Indicators (KPIs). KPIs are presented in gauge format, depicting the specific KPI result against the range of results from Level 1 validated data in North America (see Web Resources, Start Page). Percentage-based indicators (% of supply, % of cost) removed as these indicators were deemed unreliable and sunset by the AWWA Water Loss Control Committee, subsequent to research and reporting from its NRW Performance Indicators Task Force.

In v5, changes were made to the way Water Supplied information is entered into software, with each major component having a corresponding Master Meter Error Adjustment entry (and data grading requirement). This required changes to the data validity score calculation; v5 of the software uses a weighting system that is, in part, proportional to the volume of input components. The Grading Matrix was updated to reflect the new audit inputs and also to include clarifications and additions to the scale descriptions. The appearance of the software was updated in v5 to make the software more user-friendly and several new features were added to provide more feedback to the user. Notably, a dashboard tab has been added to provide more visual feedback on the water audit results and associated costs of Non-Revenue Water. A comments sheet was added to allow the user to track notes, comments and to cite sources used.

Key Features and Developments
The AWWA Water Audit Software was piloted in 2005 (v1.0 beta). The early versions (1.x) of the software restricted data entry to units of Million Gallons per year. For each entry into the audit, users identified whether the input was measured or estimated.

The most significant enhancement in v2 of the software was to allow the user to choose the volumetric units to be used in the audit, Million Gallons or Thousand Cubic Metres (megalitres) per year. Two financial performance indicators were added to provide feedback to the user on the cost of Real and Apparent losses.

In v3, the option to report volumetric units in acre-feet was added. Another new feature in v3 was the inclusion of default values for two water audit components (unbilled unmetered and unauthorized consumption). v3 also included two examples of completed audits in units of million gallons and Megalitres. Several checks were added into v3 to provide instant feedback to the user on common data entry problems, in order to help the user complete an accurate water audit. v4 (and versions 4.x) of the software included a new approach to data grading. The simple "estimated" or "measured" approach was replaced with a more granular scale (typically 1-10) that reflected descriptions of utility practices and served to describe the confidence and accuracy of the input data. Each input value had a corresponding scale fully described in the Grading Matrix tab. The Grading Matrix also showed the actions required to move to a higher grading score. Grading descriptions were available on the Reporting Worksheet via a pop-up box next to each water audit input. A water audit data validity score is generated (max = 100) and priority areas for attention (to improve audit accuracy) are identified, once a user completes the requied data grading. A service connection diagram was also added to help users understand the impact of customer service line configurations on water losses and how this information should be entered into the water audit software. An acknoweldgements section was also added. Minor bug fixes resulted in the release of versions 4.1 and

4.2. A French language version was also made available for v4.2.

AWWA Free Water Audit Software v6.0 Acknowledgements 2
AWWA Free Water Audit Software v6.0 Acknowledgements 3

Appendix F
Site Visit Conditional Assessment

City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
1 CITY OF CORONA WATER TREATMENT PLANTS
The City of Corona Water System utilizes four (4) active water treatment plants and one (1) inactive water treatment plant. On October 14, 2021, the Michael Baker International team visited all four active plants. The figure below shows the site visit route and the locations of the active treatment facilities.

The following sections identify potential facility improvements and summarize each active facility’s treatment process.

City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
2 1. Lester Water Treatment Plant 2970 Rimpau Ave, Corona, CA 92881 The Lester Water Treatment Plant provides treated water to Zone 3, Zone 2 blending cells, Zone 4, and Zone 5 through blend cells/stations and booster pump stations. The plant has a total rated capacity of thirty (30) million gallons per day (MGD) and typically operates at twenty-five (25) MGD. It is the most significant treatment plant in the City of Corona. Raw water is supplied with imported Colorado River water from MWD through WMWD’s Lower Feeder Pipeline via the WR‑19 turnout. The Lester Raw Water Booster Pump Station is used when the hydraulic grade elevation of the Lower Feeder is too low.

The plant operates as a filtration‑only treatment facility with chemical injection and bulk chemical storage for coagulation, pH adjustment, and disinfection. The facility does not include a coagulation basin. Sludge byproducts are discharged to the sanitary sewer for offsite treatment.

The identified facility improvements for Lester Water Treatment Plant are as follows:

Improvement 1: Retrofit and installation of settlers to convert the facility to a conventional water treatment process.

Improvement 2: Replacement of the existing surge basin with a larger basin that includes partially above‑grade parapet walls, and replacement of existing effluent pumps with new VFD‑driven vertical turbine or submersible pumps.

Improvement 3: Relocation of the post‑disinfection injection site to an area near the generators.

2. Sierra Del Oro (SDO) Water Treatment Plant, 2940 Wilderness Circle, Corona, CA The Sierra Del Oro (SDO) Water Treatment Plant is located in Zone 3 on the west side of the City and has a total rated capacity of six (6) MGD. The plant operates in a similar manner to the Lester Water Treatment Plant, with the addition of acidification to support the coagulation process. The facility uses a traveling bridge for scum removal and floating cover balls to shade the basins and reduce algal growth.

The identified facility improvements for SDO Water Treatment Plant are as follows:

Improvement 4: Construction of a new canopy cover over the settlers to reduce ultraviolet (UV) degradation of chlorine in the basins.

Improvement 5: Evaluation and upgrade of the cellular communication system to improve operational communication at the plant.

3. Temescal Desalter, 745 Public Safety Way, Corona, CA The Temescal Desalter is located in Zone 2 in the northern part of the City, adjacent to the City's Corporation Yard. It has a total rated capacity of fifteen (15) MGD. The plant currently operates at approximately 10 MGD, with an additional 5 MGD bypass capacity. The plant treats groundwater supplied from the Temescal Basin Wells.

Improvement 6: Construction of new outdoor chemical storage with containment and shading for bulk storage of polyphosphate and anti-scale chemicals.

City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
3 Improvement 7: Replacement of the programmable logic controller (PLC) and associated control logic.

Improvement 8: Annual replacement of membranes in one of the four treatment trains.

Membranes are replaced on a rotating basis, with an approximate service life of four years per membrane.

4. Ion Exchange (Municipal Plunge), Intersection of Rimpau Ave & Quarry St, Corona, CA The Ion Exchange Facility (Municipal Plunge) serves Zone 1 and has a treatment capacity of approximately 3.45 MGD. The facility is housed within a former municipal swimming pool structure located adjacent to the City Park. At the time of the site visit, the facility operated as an ion exchange treatment plant consisting of seven pressure vessels, including four vessels containing nitrate‑removal ion exchange resin and three vessels containing perchlorate‑removal resin. The nitrate‑removal vessels were not in operation during the visit, as nitrate concentrations were below levels requiring treatment.

In recent years, the treatment objective at this facility shifted toward removal of 1,2,3‑Trichloropropane (TCP) and PFAS/PFOS. As part of this transition, the nitrate ion exchange media has been replaced with granular activated carbon (GAC), and the facility now operates using GAC treatment.

Improvement 9: Replacement of nitrate ion exchange media with granular activated carbon (GAC). Construction of additional GAC media vessel to have complete duty and stand-by line up.

5. Green River Water Treatment Plant
The Green River Water Treatment Plant is currently inactive but remains connected to the WMWD Lower Feeder Pipeline via the WR‑29 turnout. The plant has a total rated capacity of one (1) MGD and is located on the west side of the City. The MBI team did not visit this facility.

City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
4 FACILITY INFORMATION AND SITE PHOTOS
City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
5 Lester Water Treatment Plant
The Lester Water Treatment Plant (WTP) treats raw Colorado River water purchased by City of Corona Utilities Department from the Metropolitan Water District (WMD) through the Western Municipal Water District (WMWD). The plant treats total suspended solids (TSS) using six (6) filters. The treatment process is as follows:

1. Pre-treatment: Pre‑treatment begins with the injection of three chemicals: chlorine, aluminum sulfate, and a cationic polymer. Aluminum sulfate and the cationic polymer act as coagulants to promote the formation of floc particles. Chlorine dosing initiates the disinfection process, helps prevent biological growth within filters and pipelines, and assists in controlling taste and odor issues.

2. Coagulation and Flocculation: During coagulation and flocculation, suspended solids destabilize and combine to form larger particles called floc. The purpose of floc formation is to aggregate fine particles into larger masses that can be more effectively removed during filtration, preventing small particles from passing through the treatment system.

3. Filtration: Water flows through dual‑media filters consisting of anthracite and sand. These filters capture floc particles formed during the flocculation process.

4. Disinfection: Post‑filtration disinfection occurs through chlorine injection after the combined filter effluent. The water then flows into the chlorine contact basin (CCT), where detention times range from several minutes to several hours. Upon leaving the plant, the treated water meets all applicable state drinking water regulations.

5. Backwashing: Accumulated particulates and polymer can clog the filters. To restore filter performance, a backwashing process is initiated. The filters are first drained to a preset level, followed by approximately 10 minutes of air scouring to loosen trapped particulates. Final backwashing removes the debris, allowing continuous filter operation and preventing overflow conditions.

The Lester WTP produces 4 to 25 MGD depending on City demand. Hydraulic detention time varies from 30 minutes to 3 hours based on flow conditions. Once water is treated, it is stored in the onsite Lester Tank. The Lester WTP supplies approximately 30% of the City’s potable water.

City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
6 Lester WTP Bulk Chemical Storage
Lester WTP Chemical Dosing Units
City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
7 Lester WTP Filter Basins
Lester WTP Filters, Operational Detail
City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
8 Lester WTP Surge Basin
Lester WTP Chemical Injection

City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
9 Sierra Del Oro (SDO) Water Treatment Plant
The Sierra Del Oro (SDO) Water Treatment Plant is a conventional treatment facility that provides treated potable water to the City of Corona’s distribution system. The plant treats an average of approximately 5 million gallons per day (MGD). The treatment process is as follows:

1. Pre-treatment: The treatment process begins with chemical injection at the static mixer.

Chlorine, aluminum sulfate, and cationic polymers are added during this stage. Aluminum sulfate and the cationic polymer function as coagulants to promote floc formation. Chlorine initiates the disinfection process.

2. Coagulation and Flocculation: During coagulation and flocculation, destabilized suspended solids aggregate to form larger particles known as floc. The formation of floc allows these larger particulates to settle out in the sedimentation basins and prevents smaller suspended solids from passing into the filters. To minimize chlorine degradation due to solar exposure, shade balls approximately two inches in diameter are placed on the surface of the coagulation basins.

3. Sedimentation: In the sedimentation basins, aluminum sulfate and cationic polymer added during pretreatment promote floc formation, resulting in the settling of larger particulates.

Settled floc and other suspended solids are pumped out from the traveling bridges twice a day.

4. Filtration: Water from the sedimentation basins is gravity‑fed through a series of three (3) dual‑media filters consisting of anthracite and sand. These filters remove remaining suspended solids that were not removed during sedimentation.

5. Post-Disinfection: Chlorine is added to the filtered water to complete disinfection before it is discharged into the distribution system.

SDO is a conventional treatment plant that includes sedimentation basins upstream of filtration. The inclusion of sedimentation allows for improved removal of larger particulates prior to filtration, resulting in longer filter run times and reduced backwash frequency.

City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
10 SDO WTP Admin Building and Chemical Storage
SDO Plant Settlers
City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
11 SDO WTP Settler with Traveling Bridge and Plastic Balls providing UV protection.

SDO plant SCADA system with controls for all City water treatment plants

City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
12 Temescal Desalter
The Temescal Desalter is a Reverse Osmosis (RO) Treatment Facility where water is forced through a membrane that rejects all solids. The desalter was constructed to:
• Provide a high-quality local water supply
• Remove salts and other contaminants, including nitrates • Reduce dependence on imported water
• Improve the quality of water discharged to the Temescal and Santa Ana Basins Some groundwater contains elevated levels of salts and minerals that make it unsuitable for drinking without treatment. Much of the water produced from local wells requires desalting to meet drinking water standards. The primary purpose of the Temescal Desalter is to maximize the use of local groundwater resources by treating high‑nitrate groundwater and producing water with significantly reduced nitrate concentrations.

The Temescal Desalter produces 10.4 MGD of treated water, which is transmitted to Garretson Tank and blended with another 4.3 MGD of groundwater that has high concentration of nitrate. Blending of multiple water supply sources at Garretson Tank results in the 14.7 MGD of treated water that meet state and Federal drinking water quality requirements. The Temescal Desalter also generates concentrate byproduct that is discharged into the Inland Empire Brine Line owned and operated by the Santa Ana Watershed Project Authority and transmitted to a brine treatment plant owned and operated by Orange County Sanitary District. The treatment process is as follows:

1. Pre-chemical injection: Sulfuric acid is injected to reduce the pH of the water. Threshold inhibitor is injected to keep a soluble salt in place to prevent fouling the membranes.

2. Pre-treatment filters: The facility uses four cartridge filter vessels, each containing 176 five‑micron filters. These filters remove larger suspended solids to protect the RO membranes from damage.

3. Reverse osmosis filtration: Pretreated water is then sent through 201 RO pressure vessels, each containing seven membranes, for a total of 1,407 membranes. The vessels operate under high pressure. Total dissolved solids are removed through the 1-micron membrane, and the RO filtered water is permeate drinking water.

4. Post-treatment: Following RO treatment, the water passes through four decarbonators that strip carbon dioxide (CO₂).

5. Post-chemical injection: The final treatment is sodium hydroxide injection to raise the pH of the water, and chlorine injected with aqueous ammonia to create chloramines for chlorine residuals in the distribution system.

City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
13 Temescal desalter control room
Temescal desalter influent filters
City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
14 Temescal desalter RO modules
Temescal desalter RO unit details
City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
15 Desalter chemical storage
Desalter analyzer station
City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
16 Desalter RO cleaning feed piping
Desalter Decarbonators
City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
17 Desalter – future chemical storage unit site.

Potable well standby pumps (stored at desalter facility) City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
18 RO pilot plant, 1 MGD
City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
19 Ion Exchange at Municipal Plunge (Prior to Granular Activated Carbon WTP conversion) The Ion Exchange Treatment Facility is housed in a historic municipal swimming pool building located adjacent to the City Park. The original treatment configuration utilized an ion exchange process consisting of seven enclosed vessels, each 12 feet in diameter, with a total system capacity of 2,400 gpm. The ion exchange system conveyed water through three reactor vessels arranged in series, with four additional vessels offline at the time of the site visit. The facility has since been converted to a Granular Activated Carbon (GAC) treatment system.

City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
20 Ion Exchange “Municipal Plunge” Building
Ion Exchange Vessels
City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
21 Ion Exchange Control Station
Ion Exchange Analyzer Array
City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
22 Ion Exchange Filter Vessel
Ion Exchange Piping Detail
City of Corona Appendix F – Site Visit Conditional Assessment Potable Water Master Plan
23 Ion Exchange Pneumatic Actuators
Ion Exchange Chemical Bulk Storage

Appendix G
City of Corona’s Inventory

1 Section 1
Temescal Basin Wells

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
2 Well 7A
Well 7A produces groundwater that is conveyed either to the Temescal Desalter for treatment or directly to the Garretson Tank. The Garretson Tank functions as a blending facility, where groundwater from Well 7A is blended with other sources prior to distribution.

The well house is a masonry structure that houses the well and discharge piping, equipped with a check valve, Cla-Val control valves, an air release valve, a flow meter, fittings, supports, and appurtenances. It also houses a motor control center (MCC) and communication cabinet mounted on housekeeping concrete pads. The well house also includes HVAC provisions consisting of wall grilles and ventilation equipment. Lighting fixtures, on-off switches, and power receptacles are mounted on the ceiling and walls.

Housekeeping and maintenance appear to be well maintained. The well and discharge piping are freshly painted with no visible signs of corrosion.

Figure 2: Well 7A Pump Station
Figure 3: Well 7A Pump Station Emergency Generator Figure 1: Well 7A Pump House City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
3 Table 1
Well # 7A
Type Vertical Turbine
Location 917 Circle City Drive
Plan Identification As-Built 02-088
Construction Date 2002
Discharge Service Zone Treated at Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Flowserve
Model 12EMM
Capacity (gpm) 1000
Head (ft) 420
HP 150
RPM 1775
Voltage 460
Number of Phases 3
Discharge Diameter (in) 10-in
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
4 Well 8A
Well 8A produces groundwater that is treated at the Granular Activated Carbon (GAC) Water Treatment Plant and conveyed to the Garretson Tank. Groundwater from Well 8A may alternatively be conveyed to the Temescal Desalter for treatment.

The well house is a masonry structure. Based on visual inspection of the pump station, the structure is in good condition with no visible cracks or damage. The well pump is in good condition, though minor dust accumulation and signs of corrosion are observed around the pump. The discharge piping within the well house and past the wall penetration, along with the MCC, control cabinet, and exterior facade appear to be well-maintained and in fair condition.

Figure 5: Well 8A Pump Station
Figure 4: Well 8A Pump House
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
5 Table 2
Well # 8A
Type Vertical Turbine
Location 219 S. Joy Street
Plan Identification As-Built 02-088 91-012
Construction Date 2002
Discharge Service Zone GAC Water Treatment Plant
General Condition Note Fair Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer N/A
Model N/A
Capacity (gpm) NA
Head (ft) NA
HP 250
RPM 1775
Voltage 460
Number of Phases 3
Discharge Diameter (in) 10-in
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
6 Well 9A
Well 9A is part of the Temescal Desalter Wells. Groundwater from this well is treated at the Temescal Desalter and conveyed to the Garretson Tank, where it is blended with other sources prior to distribution.

The well house is a masonry structure that houses the well and associated discharge piping, equipped with a check valve, Cla-Val control valves, an air release valve, a flow meter, fittings, supports, and appurtenances. The well house includes a motor control center (MCC) and communication cabinet mounted on housekeeping concrete pads inside and outside the structure. The well house also includes HVAC provisions consisting of wall grilles and ventilation equipment. Housekeeping and maintenance appear to be well maintained, and the well and discharge piping are freshly painted with no visible signs of corrosion.

Figure 8: Well 9A Pump Station
Figure 7: Well 9A Pump House Figure 6: Well 9A Electrical Cabinets.

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
7 Table 3
Well # 9A
Type Vertical Turbine
Location 505 S. Vicentia Avenue
Plan Identification Refer to As-Built 02-088
Construction Date 2002
Discharge Service Zone Treated at Temescal Desalter Facility General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer N/A
Model N/A
Capacity (gpm) NA
Head (ft) NA
HP 125
RPM 1785
Voltage 460
Number of Phases 3
Discharge Diameter (in) 10-in
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
8 Well 11A
Well 11A produces groundwater that can be conveyed either directly to the Mangular Tank, where it is blended, or to the Temescal Desalter for treatment prior to conveyance to the Garretson Tank. The well is installed outdoors on a concrete slab with dischage piping equipped with a check valve, a Cla-Val control valve, air release valves, a flow meter, fittings, supports, and appurtenances. A MCC and communication equipment are mounted on the housekeeping concrete pads adjacent to the well. The facility includes onsite chemical systems with ammonium hydroxide and chlorine storage tanks, chemical feed pumps, and chemical offloading facilities. Housekeeping and maintenance appear well maintained. The well, discharge piping, and site fencing are freshly painted with no visible signs of corrosion.

Figure 9: Well 11A Pump Station
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
9 Table 4
Well # 11A
Type Vertical Turbine
Location 1865 W. Pomona Road
Plan Identification As-Built 09-093
Construction Date 1953
Discharge Service Zone Mangular Blending Facility or Temescal Desalter General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Emerson Motor Company
Model CF01
Capacity (gpm) NA
Head (ft) NA
HP 150
RPM 1780
Voltage 460
Number of Phases 3
Discharge Diameter (in) 8-in
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
10 Well 12A
Groundwater from Well 12A can be conveyed either directly to the Mangular Tank, where it is blended, or to the Temescal Desalter for treatment prior to conveyance to the Garretson Tank.

Figure 10: Well 12A Emergency Generator Figure 11: Well 12A Pump House Figure 12: Well 12A Pump Station
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
11 Table 5
Well # 12A
Type Vertical Turbine
Location 519 S. Maple Street
Plan Identification As-Built 09-093
Construction Date 1953
Discharge Service Zone Mangular Blending Facility or Temescal Desalter General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer U.S. Electrical Motors
Model AA63A
Capacity (gpm) 1,100
Head (ft) 450
HP 150
RPM 1785
Voltage 460
Number of Phases 3
Discharge Diameter (in) 10-in
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
12 Well 13 (Inactive)
This well is inactive and located at 1018 Cottonwood Court in the middle of a residential area.

Groundwater from this well is conveyed either to the Temescal Desalter for treatment or directly to the Garretson Tank, where it is blended.

This structure houses the well and discharge piping equipped with a check valve, Cla-Val control valve, air release valve, flow meter, fittings, supports, appurtenances, and portions of the MCC and communication cabinets. The remaining MCC and communication equipment are located in cabinets outside. The discharge piping outside the pump house appears in good condition. There are no signs of corrosion at this facility.

Figure 15: Well 13 Pump Station
Figure 14: Pump 13 Electrical Cabinet Figure 13: Pump 13 Pump House City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
13 Table 6
Well # 13
Type Vertical Turbine
Location 1018 Cottonwood Court
Plan Identification Refer to Well No. 13 As-Built
Construction Date 1953
Discharge Service Zone Mangular Blending Facility or Temescal Desalter General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Nidec Motor Corporation
Model BF61A
Capacity (gpm) N/A
Head (ft) N/A
HP 75
RPM 1780
Voltage 460
Number of Phases 3
Discharge Diameter (in) 10-in
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
14 Well 14
Well, 14 is similar to Well 11A and 12 A. Groundwater from this well can be conveyed either directly to the Mangular Tank, where it is blended, or to the Temescal Desalter for treatment prior to conveyance to the Garretson Tank.

The well house is a masonry structure. Based on the visual inspection of the pump station, housekeeping and maintenance appear to be well maintained. The well structure and discharge piping, both inside and outside the facility, appear to be in good condition with no visible signs of corrosion. The well and discharge piping are freshly painted. The MCC and communication equipment are located inside the well house and are in good condition.

Figure 16: Well 14 Pump Station
Figure 17: Pump 14 Electrical Equipment Figure 18: Well 14 Outside Pump Piping City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
15 Table 7
Well # 14
Type Vertical Turbine
Location 1200 W. 10th Street
Plan Identification As-Built 07-102, 97-102
Construction Date 1936
Discharge Service Zone Magular Blending Facility or Temescal Desalter General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer U.S. Electrical Motors
Model BF79A
Capacity (gpm) N/A
Head (ft) N/A
HP 150
RPM 1775
Voltage 460
Number of Phases 3
Discharge Diameter (in) 8-in
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
16 Well 15
Groundwater from this well can be conveyed either directly to the Mangular Tank, where it is blended, or to the Temescal Desalter for treatment prior to conveyance to the Garretson Tank.

The well house is a masonry structure. It includes the well and discharge piping equipped with a check valve, Cla-Val control valve, air release valve, flow meter, fittings, supports, and appurtenances. The well house includes a motor control center (MCC) and communication cabinet mounted on concrete pads inside and outside the structure. The well house also includes HVAC provisions consisting of wall grilles and ventilation equipment. Housekeeping and maintenance appear to be well maintained, and the well and discharge piping are freshly painted with no visible signs of corrosion.

Figure 21: Well 15 Pump Station
Figure 20: Well 15 Electrical Equipment Figure 19: Well 15 Pump House City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
17 Table 8
Well # 15
Type Vertical Turbine
Location 102 N. Lincoln Avenue
Plan Identification As-Built 08-100E
Construction Date 1946
Discharge Service Zone Magular Blending Facility or Temescal Desalter General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer U.S. Electrical Motors
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP 250
RPM 1780
Voltage 460
Number of Phases 3
Discharge Diameter (in) 10-in
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
18 Well 17A
Groundwater from Well 17A is treated at the GAC Water Treatment Plant and conveyed to the Garretson Tank. Groundwater from Well 17A may alternatively be conveyed to the Temescal Desalter.

The well house is a masonry structure. It includes the well, discharge piping equipped with a check valve, Cla-Val control valve, air release valve, flow meter, fittings, supports, and appurtenances. The well house also includes HVAC provisions consisting of wall grilles and ventilation equipment. Lighting fixtures, on-off switches, and power receptacles are mounted on the ceiling and walls. Housekeeping and maintenance appear to be well maintained, and the well and discharge piping are freshly painted with no visible signs of corrosion. Landscaping around the facility is well maintained, and exterior piping is also painted with no visible signs of corrosion.

Figure 23: Well 17A Pump Station
Figure 24: Well 17A Pump House
Figure 22: Well 17A Electrical Equipment
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
19 Table 9
Well # 17A
Type Vertical Turbine
Location 1052 Quarry Street
Plan Identification As-Built 02-089
Construction Date 1987
Discharge Service Zone GAC Water Treatment Plant
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer U.S. Electrical Motors
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP 200
RPM 1785
Voltage 460
Number of Phases 3
Discharge Diameter (in) 10-in
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
20 Well 19
Groundwater from Well 19 is treated at the Temescal Desalter and conveyed to the Garretson Tank, where it is blended with other sources.

The well house is a masonry structure with a tile roof. The facility houses the well and discharge piping equipped with check valve, Cla-Val control valve, air release valve, flow meter, fittings, supports, and appurtenances. The motor control center and communication cabinet are mounted on housekeeping concrete pads inside the well house. HVAC provisions include wall grilles and ventilation equipment, and lighting fixtures, on‑off switches, and power receptacles are mounted on the ceiling and walls.

Housekeeping and maintenance appear to be well maintained.

There is piping located outside the well house, which includes bypass valves, fittings, Cla‑Val control valves, and two pressure vessels that may house the well treatment units, along with associated valves and fittings. The well yard includes bypass piping and pressure treatment vessels and is enclosed by a six‑foot masonry wall.

Figure 27: Well 19 Pump and Electrical Equipment
Figure 26: Well 19 Outside Pump Piping Figure 25: Well 19 Pump House City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
21 Table 10
Well # 19
Type Vertical Turbine
Location 219 W. Grand Boulevard
Plan Identification As-Built 90-036
Construction Date 1990
Discharge Service Zone Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer U.S. Electrical Motors
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP 600
RPM 1780
Voltage 460
Number of Phases 3
Discharge Diameter (in) 12-in
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
22 Well 22
Well 22 is part of the Temescal Desalter Wells. Groundwater from this well is treated at the Temescal Desalter and conveyed to the Garretson Tank, where it is blended with other sources prior to distribution.

The well house is a masonry structure that houses the well and associated discharge piping, equipped with a check valve, Cla-Val control valve, an air release valve, a flow meter, fittings, supports, and appurtenances. The well house also contains a motor control center (MCC) and communication cabinet mounted on housekeeping concrete pads. The well house includes HVAC provisions consisting of wall grilles and ventilation equipment. Lighting fixtures, on-off switches, and power receptacles are mounted on the ceiling and walls. The well house also includes a standby generator.

Housekeeping and maintenance appear to be well maintained, and the well and discharge piping are freshly painted with no visible signs of corrosion. All piping, equipment, and electrical installations seem well-maintained and freshly painted, with no signs of corrosion or other failures.

Figure 28: Well 22 Well Pump Station Figure 29: Well 22 Standby Generator City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
23 Table 11
Well # 22
Type Vertical Turbine
Location 405 Sierra Vista Street
Plan Identification As-Built 90-088
Construction Date 1998
Discharge Service Zone Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Nidec Motor Corporation
Model FA53
Capacity (gpm) 5,000
Head (ft) 259
HP 450
RPM 1780
Voltage 460
Number of Phases 3
Discharge Diameter (in) 16-inch
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
24 Well 25
Well 25 is part of the Temescal Desalter Wells. Groundwater from this well is treated at the Temescal Desalter and conveyed to the Garretson Tank, where it is blended with other sources prior to distribution.

The well house is a masonry structure that houses the well and associated discharge piping, equipped with a check valve, Cla-Val control valve, air release valve, flow meter, fittings, supports, and appurtenances. The well house includes a MCC and communication cabinet mounted on housekeeping concrete pads. The well house also includes HVAC provisions consisting of wall grilles and ventilation equipment. Lighting fixtures, on-off switches, and power receptacles are mounted on the ceiling and walls.

Housekeeping and maintenance appear to be well maintained. The well and discharge piping are freshly painted with no visible signs of corrosion.

Figure 31: Well 25 Pump House
Figure 32: Well 25 Pump Station
Figure 30: Well 25 Emergency Generator
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
25 Table 12
Well # 25
Type Vertical Turbine
Location 310 S. Vicentia Avenue
Plan Identification As-Built 90-088
Construction Date 1999
Discharge Service Zone Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Emerson Motor Company
Model N/A
Capacity (gpm) 4,000
Head (ft) 203
HP 150
RPM 1780
Voltage 460
Number of Phases 3
Discharge Diameter (in) 16-inch
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
26 Well 26
Well 26 is part of the Temescal Desalter Wells.

Groundwater from this well is treated at the
Temescal Desalter and conveyed to the Garretson
Tank, where it is blended with other sources prior to
distribution.

A visual inspection of the well facility indicates that housekeeping and maintenance are well
maintained. The well structure, exposed discharge
piping at the well wall, and the MCC and
communication equipment are in good condition.

The well and discharge piping appear to be freshly
painted, with no visible signs of corrosion. Figure 34: Well 26 Pump House Figure 33: Well 26 Pump Station
Figure 35: Well 26 Electrical Equipment
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
27 Table 13
Well # 26
Type Vertical Turbine
Location 710 McGrath Drive
Plan Identification As-Built 90-088
Construction Date 1999
Discharge Service Zone Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Emerson Motor Company
Model N/A
Capacity (gpm) 4,000
Head (ft) 203
HP 150
RPM 1780
Voltage 460
Number of Phases 3
Discharge Diameter (in) 16-inch
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
28 Well 27
Well 27 produces groundwater that can be conveyed either directly to the Mangular Tank, where it is blended with other sources, or to the Temescal Desalter for treatment prior to conveyance to the Garretson Tank.

Well 27 is housed in a wooden shed that exhibits signs of aging, including chipped paint at the base of the walls. A communications antenna is mounted on the shed. The shed roof includes an access hatch for well pump removal during maintenance and repairs. A masonry wall surrounds the site and is in good condition. The well pump, MCC, and communication equipment are housed within the shed. The well and discharge piping appear to be in good condition, with no visible signs of corrosion.

Figure 37: Well 27 Pump House Figure 36: Well 27 Electrical Equipment Figure 38: Well 27 Pump Station
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
29 Table 14
Well # 27
Type Vertical Turbine
Location 2581 Mangular Avenue
Plan Identification N/A
Construction Date 1980
Discharge Service Zone Magular Blending Facility or Temescal Desalter General Condition Note Fair Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Newman Electrical Motors
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP N/A
RPM 1770
Voltage 460
Number of Phases 3
Discharge Diameter (in) 8-in
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
30 Well 28
Well 28 is part of the Temescal Desalter Wells. Groundwater from this well is treated at the Temescal Desalter and conveyed to the Garretson Tank, where it is blended with other sources prior to distribution.

The well house for Well 28 is a masonry structure that includes the well, discharge piping equipped with check valve, Cla-Val control valve, air release valve, flow meter, fittings, supports, and appurtenances.

The well house includes a MCC and communication cabinet mounted on housekeeping concrete pads.

The well house also includes HVAC provisions consisting of wall grilles and ventilation equipment. Lighting fixtures, on-off switches, and power receptacles are mounted on the ceiling and walls.

Housekeeping and maintenance appear to be well maintained. The well structure and discharge piping that protrudes from outside the building are in good condition. The well and discharge piping appear to be freshly painted, with no visible signes of corrosion. Landscaping is regularly maintained, and the overall site is maintained in good condition.

Figure 41: Well 28 Pump Station
Figure 40: Well 28 Pump House Figure 39: Well 28 Outside Electrical Cabinets City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
31 Table 15
Well # 28
Type Vertical Turbine
Location 202 N. Buena Vista Avenue
Plan Identification As-Built 02-288
Construction Date 2003
Discharge Service Zone Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Newman Electrical Motors
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP N/A
RPM 1770
Voltage 460
Number of Phases 3
Discharge Diameter (in) 12-in
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
32 Well 29
Well 29 is part of the Temescal Desalter Wells. Groundwater from this well is treated at the Temescal Desalter and conveyed to the Garretson Tank, where it is blended with other sources prior to distribution.

The well house is a masonry structure that houses the well and discharge piping with the check valve, ClaVal control valve, air release valve, flow meter, fittings, supports, and appurtenances. The well house includes a MCC and communication cabinet mounted on concrete pads. The well house also includes HVAC provisions consisting of wall grilles and ventilation equipment. Lighting fixtures, on-off switches, and power receptacles are mounted on the ceiling and walls.

Housekeeping and maintenance appear to be well maintained. The well and discharge piping are freshly painted with no visible signs of corrosion.

Figure 43: Well 29 Pump Station Figure 42: Well 29 Electrical Equipment City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
33 Table 16
Well # 29
Type Vertical Turbine
Location 240 N. Buena Vista Avenue
Plan Identification As-Built 07-083
Construction Date 2008
Discharge Service Zone Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Emerson Motor Company
Model GF15
Capacity (gpm) N/A
Head (ft) N/A
HP 200
RPM 1780
Voltage 460
Number of Phases 3
Discharge Diameter (in) 12-in

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
34 Well 31
Well 31 is part of the Temescal Desalter Wells. Groundwater from this well is treated at the Temescal Desalter and conveyed to the Garretson Tank, where it is blended with other sources prior to distribution.

The well house is a masonry structure that houses the well and associated piping and equipment, including discharge piping with the check valve, the Cla-Val control valve, air release valve, flow meter, fittings, supports, and appurtenances. The well house includes a MCC and communication cabinet mounted on housekeeping concrete pads. The well house also includes HVAC provisions consisting of wall grilles and ventilation equipment. Lighting fixtures, on-off switches, and power receptacles are mounted on the ceiling and walls. Housekeeping and maintenance appear to be regularly performed. The well structure, exposed discharge piping at the well wall, and MCC and control cabinets are in good condition. The well and discharge piping appear to be freshly painted, with no visible signs of corrosion.

Figure 44: Well 31 Pump House
Figure 45: Well 31 Pump Station
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
35 Table 17
Well # 31
Type Vertical Turbine
Location 210 N. Buena Vista Avenue
Plan Identification As-Built 09-110U
Construction Date 2014
Discharge Service Zone Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Nidec Motor Company
Model BF71
Capacity (gpm) N/A
Head (ft) N/A
HP 125
RPM 1785
Voltage 460
Number of Phases 3
Discharge Diameter (in) 12-in
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
36 Well 32 (Inactive)
Well 32 is inactive. Groundwater from this well can be treated at the Granular Activated Carbon (GAC) Water Treatment Plant and conveyed to the Garretson Tank, or conveyed to the Temescal Desalter for treatment.

Table 18
Well # 32
Type N/A
Location N/A
Plan Identification N/A
Construction Date N/A
Discharge Service Zone N/A
General Condition Note N/A
Pump Information
Pump No. N/A
Type of Pump N/A
Manufacturer N/A
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP N/A

RPM N/A
Voltage N/A
Number of Phases N/A
Discharge Diameter (in) N/A
Figure 46: Well 32 Pump Station (Abandon)
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
37 Well 33
Groundwater from Well 33 is treated at the GAC Water Treatment Plant and conveyed to the Garretson Tank. Groundwater from Well 33 may alternatively be conveyed to the Temescal Desalter.

The well house is a masonry structure that houses the well and associated pipng and equipment, including the discharge piping with check valve, Cla-Val control valve, air release valve, flow meter, fittings, supports, and appurtenances. The well house includes the MCC and communication cabinet mounted on housekeeping concrete pads. HVAC provisions are provided and include wall grilles and ventilation equipment. Lighting fixtures, switches, and power receptacles are mounted on the ceiling and walls.

Housekeeping and maintenance appear to be well maintained. The well structure, exposed discharge piping outside the well wall, and MCC and control cabinets are in good condition. The well and discharge piping appear to be freshly painted, with no visible signs of corrosion.

Figure 49: Well 33 Pump Station
Figure 48: Well 33 Electrical Cabinets Figure 47: Well 33 Pump Station City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
38 Table 19
Well # 33
Type Vertical Turbine
Location 3882 Grant Street
Plan Identification As-Built 13-038U
Construction Date 2016
Discharge Service Zone Ion Exchange Facility
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer N/A
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP N/A

RPM N/A
Voltage N/A
Number of Phases N/A
Discharge Diameter (in) 12-in
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
39 Section 2
Coldwater-Bedford Basin Wells
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
40 Well 3 (Inactive)
Well 3 is part of the Glen Ivy area. Historically, groundwater from this well could be conveyed to the Glen Ivy Tank, which is planned for demolition. Groundwater from Well 3 can be treated at the Temescal Valley Water District.

Table 20
Well # 3
Type N/A
Location 9865 Glen Ivy Road
Plan Identification As-Built W-200
Construction Date 1935
Discharge Service Zone Zone 1136
General Condition Note N/A
Pump Information
Pump No. N/A
Type of Pump N/A
Manufacturer N/A
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP N/A

RPM N/A
Voltage N/A
Number of Phases N/A
Discharge Diameter (in) N/A
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
41 Well 20 (Inactive)
Well 20 is located at 25225 Maitri Road and is part of the Glen Ivy area, similar to Well 3; however, it is currently inactive. No signs of corrosion were observed, and the facility appears to be in good condition.

Table 21
Well # 20
Type N/A
Location 25225 Maitri Road
Plan Identification As-Built 97-064
Construction Date 1998
Discharge Service Zone Zone 1136
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Emerson Motor Company
Model BF66
Capacity (gpm) N/A
Head (ft) N/A
HP 100
RPM 1785
Voltage 460
Number of Phases 3
Discharge Diameter (in) N/A
Figure 50: Well 20 Pump Station
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
42 Well 21 (Inactive)
Well 21 is located at 24650 Glen Ivy Road and is part of the Glen Ivy area. Similar to Well 20, this well is currently inactive.

Table 22
Well # 21
Type N/A
Location 24650 Glen Ivy Road
Plan Identification As-Built 97-064
Construction Date 1998
Discharge Service Zone Zone 1136
General Condition Note N/A
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer U.S Electrical Motors
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP 300
RPM 1985
Voltage 460
Number of Phases N/A
Discharge Diameter (in) N/A

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
43 Section 3
Water Interties

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
44 Turnout WR-19
Turnout WR-19 provides untreated imported water from Western Municipal Water District (WMWD) to the City. The turnout is located on Chase Dr, east of Lester Ave, and conveys flow from the Lower Feeder Pipeline and the Lester Water Treatment Plant by gravity. When pipeline pressure is insufficient to maintain gravity flow, the Lester Raw Water Booster Pump Station provides additional pumping head to supply the Lester Water Treatment Plant. The hydraulic grade line of the pipeline varies depending on system operations and flow conditions at the turnout but is typically at an elevation of approximately 1,075 feet above mean sea level (AMSL).

Turnout WR-24
Turnout WR-24 provides treated water from WMWD through the Mill’s Pipeline. The turnout is located at Temescal Canyon Rd and La Gloria Rd. This connection can deliver potable water to Zones 1060, 1220 and 1380 through several pressure reducing stations (PRS). Corona’s maximum allotment for this turnout is 10 cubic feet per second (cfs).

Turnout WR-29 (Inactive)
Turnout WR-29 provides untreated water from WMWD through the Lower Feeder Pipeline. This turnout would supply water to the Green River Treatment Plant through the Green River Raw Booster Pump Station. The Green River Water Treatment Plant and turnout WR-29 are currently inactive.

Turnout WR-33
Turnout WR-33 provides untreated water from WMWD and is connected to the Lower Feeder near Montana Ranch Rd. Water from WR-33 is conveyed to the Sierra Del Oro Treatment Plant via the Sierra Del Oro Raw Water Booster Pump Station. The hydraulic grade line of the pipeline varies depending on the operating conditions and flow through the turnout, but is typically at an elevation of approximately 1,070 ft AMSL.

Norco 1 and Norco 2
The City of Corona’s Yuma Tank, located in Zone 1020, provides the City of Norco with metered connections #1 and #2. Each interconnection can deliver up to 2,500 gpm of treated water to the City of Norco. These interconnections could also provide reverse flow into the City of Corona in an emergency.

Home Gardens
The unincorporated community of Home Gardens purchases all its water from the City of Corona. The interconnection to Home Gardens is a one-way, metered connection.

Arlington Desalter
The Arlington Desalter is owned by WMWD. The WMWD Arlington Desalter pipeline supplies the City potable water to Zone 905
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
45 City of Riverside
The City of Riverside connections are normally closed and have the capability to import water to the City of Corona (Interconnection 1) and export water from the City of Corona to the City of Riverside (Interconnection 2).

Temescal Valley Water District (TVWD)
TVWD has two (2) interconnections; one for importing water (TVWD 1) and one for exporting water (TVWD 2). It is important to note that although TVWD 1 and TVWD 2 are emergency connections, they are also referred to as a pressure-reducing station and a booster pump station, respectively.

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
46 Section 4
Water Treatment Plants
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
47 Sierra del Oro Water Treatment Plant
This treatment plant is located on the City's west side and has a total rated capacity of six (6) million gallons per day (MGD). However, the facility routinely treated 9.1 MGD
during the City’s maximum day conditions from turnout
WR33. Under typical operating conditions, the Sierra Del Oro Treatment Plant treats approximately five (5) MGD on an average daily basis. The treatment process is as follows:

1. Pretreatment: In the pre-treatment stage,
chlorine, aluminum sulfate, and cationic polymers
are injected into a static mixer. The aluminum
sulfate and cationic polymer act as a coagulant to
assist with the formation of flocculation.

2. Coagulation and flocculation: Floc is created when
suspended solids group together to form larger
particles, and floc is captured by the filtration
system. Generally, the flocculation occurs in the
sedimentation basin. Polyethylene balls block UV
rays and limit chlorine loss in the sedimentation
basins.

3. Sedimentation Basin: In the sedimentation basin,
aluminum sulfate and cationic polymer added in
the pretreatment promote floc formation which
results in larger particulates settling. Settled flow
and other settled particulates are ranked from the
bottom of the sedimentation basin twice a day by
the travelling bridges, and the sludge is pumped.

4. Filtration: The water from the sedimentation is
gravity fed through the series of three (3) dual
media filters consisting of anthracite and sand.

These filters remove remaining suspended solids
that form during the flocculation process.

5. Post-disinfection: Chlorine is added to the filtered water to complete disinfection before it is
discharged into the distribution system.

The Sierra Del Oro Water Treatment Plant is a
conventional treatment facility that includes
sedimentation basins to remove larger particles
before filtration. As a result, the plant has longer
detention times and requires less frequent filter
backwashing.

Figure 51: Influent Detail of the Sierra Del Oro
Figure 52: Settler Plastic Balls for UV
protection, Traveling bridge in the distance at
the Sierra Del Oro
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
48 Figure 54: SDO Filter Figure 53: SDO Chemical Tanks
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
49 Table 23
WTP Name Sierra Del Oro Water Treatment Plant
Type Conventional Water Treatment Plant
Location 2940 Wilderness Circle
Construction Date 1988
Water Source WMWD WR-33
Discharge Service Zone Sierra Del Oro Tank (Zone 1060)
General Condition Notes • The communication system needs to be evaluated and updated. • Filter covers need to be replaced
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
50 Lester Water Treatment Plant
The City constructed its first treatment facility, the
Lester Water Treatment Plant, in 1966; and began
supplementing local groundwater supplies with
imported Colorado River Water. The treatment plant
has a total rated capacity of thirty (30) MGD and is
the largest treatment plant in the City of Corona. It is supplied by Metropolitan Water District’s Colorado
River Aqueduct (Lower Feeder Pipeline) through the
WR-19 turnout. The treatment plant uses Lester Raw
Water Booster Pump Station when the hydraulic
grade elevation of the Lower Feeder Pipeline is too
low. Lester Water Treatment Plant treats total
suspended solid (TSS) using six (6) filters. The
treatment process is as follows:

1. Pre-treatment: Chlorine, aluminum sulfate,
and cationic polymer are fed into the static
mixer. The aluminum sulfate and cationic
polymer act as a coagulant to help the
creation of floc. Chlorine dosing will start the
disinfection process, prevent the bio-growth
from occurring on the filter and pipes, and
assist with any taste and odor issues the plant
may have.

2. Coagulation and flocculation: Suspended
solids are aggregated to form larger particles
called floc. The purpose of creating floc is to
prevent small particles from escaping the
filtration system.

3. Filtration: The water passes through the dual
media bed of anthracite and sand. The
filtration process will capture any flocs
formed during the flocculation process.

4. Disinfection: Chlorine is injected after combining the filter effluent and prior to entering the chlorine contact basin (CCT). Water flows through the CCT for a few minutes to a few hours. Once the water leaves Lester, it is safe to drink; and meets all state regulations.

5. Backwash: During backwash, water is pumped backward through the filters to clean particulates and polymers that adhere to the filters. Backwashing is part of routine maintenance that enables near continuous operation.

Figure 55: Chemical Dosing Unit for Lester WTP
Figure 56: Filtration Plant at the Lester WTP
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
51 Table 24
WTP Name Lester Water Treatment Plant
Type Conventional Water Treatment Plant
Location 2970 Rimpau Ave
Construction Date 1966
Water Source WMWD WR-19 and WR-24
Discharge Service Zone Lester #1 Tank (Zone 1060)
General Condition Notes • Relocation of Chlorine Injection, • Surge Basin needs to be upgraded
• Settlers need to be retrofitted.

Figure 58: Lester's Filtration Plant Figure 57: Lester's Plant Surge Basin City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
52 Temescal Desalter Treatment Plant
The Temescal Desalter treats groundwater from the
Temescal Basin Wells. The Temescal Basin Wells include
the following: Common Well Flow Valve 19 (a portion of
flow from Wells 7A, 8A, 13, 17A, 32 and 33), Common
Well Flow Valve 22 (a portion of flow from Wells 11A,
12A, 14, 15 and 27), and the Desalter Wells.

The Temescal Desalter is a Reverse Osmosis (RO)
treatment facility where water is forced through a
membrane that rejects all solids. The Temescal Desalter has 1,407 RO membranes. All the water is prefiltered
before it gets to the Desalter to avoid membrane
damage. Membranes are cleaned every five to six
months to extend their service life and are typically
replaced every five to six years. The Temescal Desalter was constructed to:
• Provide a high-quality water
• Remove salts and contaminants
• Reduce dependency on imported water
• Improve the water quality in the Temescal and
Santa Anna basins.

1. Pre-chemical injection: Sulfuric acid is injected to reduce the pH of the water. Threshold inhibitor is injected to keep a soluble salt in place to prevent fouling membranes.

2. Pre-treatment: Four cartridge vessels that contain 176 filters-in-place are designed to remove the larger suspended solids from the water prior to RO filtration.

3. Reverse osmosis filtration: The 201 vessels containing seven reverse osmosis membranes each operate under high pressure. Total dissolved solids are removed through the 1-micron membrane, and the RO filtered water is permeate drinking water.

4. Post-treatment: Four (4) de-carbonators strip Carbon Dioxide (CO2) from the water.

Figure 59: Influent Filter at the Temescal Desalter
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
53 Table 25
WTP Name Temescal Desalter Treatment Plant
Type Reverse Osmosis Treatment Facility
Location 745 Corporation-Yard Way
Construction Date 2002
Water Source Well, No.7A, 8A, 9A, 11A, 12A, 13, 14, 15, 17A, 19, 22, 25, 26, 27, 28, 29, 31, & 33
Discharge Service Zone Garretson Tank (Zone 905)
General Condition Notes • Chemical storage area improvements. • Replacement of facilities PLC and control logic.
• Membranes will require regular replacement.

Figure 61: RO Unit Detail at the Temescal
Desalter
Figure 60: Chemical Storage Unit at the Temescal Desalter City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
54 Ion Exchange Treatment Plant (Prior to GAC Conversion) The City’s Ion Exchange (IX) Facility, now
referred to as the Granular Activated Carbon
(GAC) Water Treatment Plant, serves Zone 1
and has a treatment capacity of 3.45 MGD.

The facility was originally designed for nitrate
removal and consisted of an enclosed metal
building housing seven ion exchange vessel
tanks, each approximately 12 feet in diameter
and filled with nitrate‑removal resin. The
treatment system included three perchlorate
exchange reactors followed by a nitrate
reactor vessel.

Recently, the treatment objective shifted
from nitrate removal to the removal of TCP
and PFAS/PFOS. As a result, the facility has
been converted from ion exchange to granular activated carbon (GAC) treatment. At the time of the site visit documented in this asset inventory, the facility was configured with ion exchange vessels.

Figure 63: Filter Vessel at the Ion Exchange Facility
Figure 62: Ion Exchange Vessels at the Ion Exchange Facility City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
55 Table 26
WTP Name Ion Exchange Treatment Plant (Prior to GAC Conversion) Type Ion Exchange Water Treatment Facility
Location 410 Rimpau Ave
Construction Date 2019
Water Source Well 32, 33, 17A, 8A
Discharge Service Zone Garretson Tank (Zone 905)
General Condition Notes • The GAC facility needs to be expanded City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
56 Section 5
Tanks
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
57 Green River Tank
Green River Tank has a storage capacity of

1.5 million gallons (MG). The tank is a welded
steel tank with a high water level of 725 feet
and receives treated water from the Green
River Treatment Plant, which is currently
inactive. The tank serves the Green River
area within Zone 725. The tank is located off
Green River Rd near Nicholas Plaza. Visual
inspections indicate the reservoir is in good
condition, with no evidence of corrosion on
the tank or access ladder.

Figure 65: Green River Tank
Figure 64: Green River Tank
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
58 Table 27
Reservoir Name Green River Tank
Type Tank
Location 4130 Green River Rd
Plan Identification N/A
Construction Date 1984
Service Zone Zone 725
General Condition Notes Good Condition
Cresta Verde Tank
This tank has a storage capacity of 4.0 MG and a high water level of 905 feet. It stores treated water from the R‑3 Blend Station and serves the Corona Hills area within Zone 905. The reinforced concrete tank was constructed in 1986.

Table 28
Reservoir Name Cresta Verde Tank
Type Tank
Location 2549 Promenade Ave
Plan Identification As-Built 86-02
Construction Date 1986
Service Zone Zone 905
General Condition Notes N/A
R-3 Tank
R‑3 Tank was originally a steel tank constructed in 1954. The original tank was taken out of service and subsequently demolished. It was reconstructed as a reinforced concrete tank. R‑3 Tank stores blended water supplied from groundwater wells and the Lester Water Treatment Plant.

Table 29
Reservoir Name R-3 Tank
Type Tank
Location 2000 Garretson Ave
Plan Identification As-Built W-1825, 07-023U
Construction Date 2015
Service Zone Zone 905
General Condition Notes N/A
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
59 Border Tank
Border Tank has a storage capacity of 3.0 MG and a high water level of 1020 feet. The tank is supplied with water from Glen Ivy Tank, Lester Water Treatment Plant, and Sierra Del Oro Tank. Hydraulically, the tank is part of Zone 1060 and provides operational storage and system flexibility. Border Tank is a rectangular reinforced concrete reservoir constructed in 1969. Tennis and pickleball courts are located on top of the tank. Public access to the courts is provided directly from the street, while all tank appurtenances, access hatches, and associated equipment are secured and fenced off from public access.

The courts are enclosed by a 10‑foot‑high metal fence to prevent unauthorized access to the tank facilities. Based on visual inspection, the site includes a hydropneumatic tank, above-ground piping, and electrical equipment. All the equipment appears to be freshly painted and in good condition.

Table 30
Reservoir Name Border Tank
Type Tank
Location 2525 Border Ave
Plan Identification As-Built W-121
Construction Date 1969
Service Zone Zone 1020
General Condition Notes Good Condition
Figure 66: Border Tank Pipelines and Hydropnumatic
Tank
Figure 67: Border Tank
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
60 Glen Ivy Tank (Inactive)
Glen Ivy Tank is located at 8965 Glen Ivy Road.

It is a welded steel tank constructed in 1977.

The tank is currently not in service and is
planned for demolition. It has a storage
capacity of 0.5 MG and a high water level of
1136 feet.

The facility is enclosed by a 10-foot metal
fence and is located north of an abandoned
mine. The tank is typically supplied by three
(3) groundwater wells, which are currently
inactive. Due to well inactivity, this tank is not
being utilized. However, it may be utilized in
the future. Based on visual inspection, the
tank and associated above-ground piping do
not show any signs of corrosion.

Table 31
Reservoir Name Glen Ivy Tank
Type Tank
Location 8965 Glen Ivy Rd
Plan Identification As-Built W-182, W183CC
Construction Date 1977
Service Zone Zone 1136
General Condition Notes Good Condition
Figure 68: Glen Ivy Tank
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
61 Sierra Del Oro Tank
The Sierra Del Oro Tank is located at
2940 Wilderness Circle. The tank has a
storage capacity of 4.0 MG and a high
water level of 1060 feet. It supplies
treated water from the Sierra Del Oro
Water Treatment Plant to Zone 1060.

The tank is a post‑tensioned concrete
tank constructed in 1987. The tank is
located north of the Sierra Del Oro Water
Treatment Plant and is partially
underground. Based on visual inspection
of the exposed portions of the tank, it
appears to be in good condition with no
observed signs of damage.

Table 32
Reservoir Name Sierra Del Oro Tank
Type Tank
Location 2940 Wilderness Circle
Plan Identification As-Built W-347
Construction Date 1987
Service Zone Zone 1060
General Condition Notes Good Condition
Yuma Tank
Yuma Tank is the City’s largest tank, with a storage capacity of 6.0 MG. It is located on a hill at 881 Corisca Drive. The tank has a high water level of 1020 ft and can receive water from Lester Tanks No. 1 and No. 2, as well as from the Cresta Verde Booster Station. This tank serves Zone 1020 through a 20-inch outlet pipeline. Yuma Tank is a post-tensioned circular concrete tank constructed in 1991.

Table 33
Reservoir Name Yuma Tank
Type Tank
Location 881 Corsica Dr
Plan Identification As-Built 89-063U
Construction Date 1991
Service Zone Zone 1020
General Condition Notes N/A
Figure 69: Sierra Del Oro Tank
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
62 Avenida Del Vista Tank
Avenida Del Vista Tank is a 1.6 MG tank
located at 2750 Raven Circle. The tank has a
high water level of 1220 ft and is supplied from
Zone 1020 and Border Booster Pump Station.

The tank serves the western side of Zone 1220
through a 16-inch diameter outlet pipe. The
tank was built in 1977 on a hill near a
residential community and is constructed out
of welded steel. The facility is enclosed by a
metal fence. The access ladder is fixed, does
not include a safety cage, and is secured with
a ladder guard. Based on visual inspection, the
tank appears to be in good condition with no
observed signs of corrosion.

Table 34
Reservoir Name Avenida Del Vista Tank
Type Tank
Location 2750 Raven Cir
Plan Identification As-Built W-142
Construction Date 1977
Service Zone Zone 1220
General Condition Notes Good Condition
Figure 70: Avenida Del Vista
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
63 Hayden Tank
Hayden Tank is a 1.6 MG tank located at 3590
Nelson Avenue. The tank has a high water level of
1220 feet and serves the eastern side of Zone
1220 through a 16-inch diameter outlet pipe.

Hayden Tank is a welded steel tank built in 1970 is
located within a residential area. The facility is
enclosed by a brick wall with metal fencing on top.

Based on visual inspection, the tank is in good
condition with no observed signs of corrosion.

Table 35
Reservoir Name Hayden Tank
Type Tank
Location 3590 Nelson Ave
Plan Identification As-Built W-118
Construction Date 1970
Service Zone Zone 1220
General Condition Notes Good Condition
Upper & Main
Upper & Main Tank is a 4.0 MG tank located at 101 West Upper Drive. The tank has a high water level of 1220 feet and is supplied by the Lester Zone 4 Booster Pump Station. It serves Zone 1220 through a 16- inch diameter outlet. The Upper and Main Tank was constructed in 2000 and is made from reinforced concrete.

Table 36
Reservoir Name Upper & Main Tank
Type Tank
Location 101 W Upper Dr
Plan Identification As-Built 92-01
Construction Date 2000
Service Zone Zone 1220
General Condition Notes Good Condition
Figure 71: Hayden Tank
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
64 Eagle Glen Tank
Eagle Glen tank is a 2.0 MG tank located at 1602
Fairway Drive. The tank has a high water level of 1380
feet and serves the eastern portion of Zone 1380
through a 16-inch diameter outlet pipeline. The tank is a welded steel tank constructed in 1999 on a hill at the edge of a residential community. The tank is equipped
with an access ladder without a safety cage and
includes an elevated ladder guard. The facility is
enclosed by a brick wall at the entrance and a metal
fence surrounding the remainder of the site. Based on
visual inspection, the tank appears to be in good
condition with no observed signs of damage.

Table 37
Reservoir Name Eagle Glen Tank
Type Tank
Location 1602 Fairway Dr
Plan Identification As-Built 98-061U
Construction Date 1999
Service Zone Zone 1380
General Condition Notes Good Condition
Gilbert Tank
Gilbert Tank is a 4.7 MG tank located at 4065 Gilbert Avenue. This tank has a high water level of 1380 feet.

It serves Zone 1380 through a 20-inch diameter outlet pipe. The tank is a post-tensioned concrete tank constructed in 1994 and is located at the end of a residential community. The facility is enclosed by a brick wall.

Table 38
Reservoir Name Gilbert Tank
Type Tank
Location 4065 Gilbert Ave
Plan Identification As-Built US91-03
Construction Date 1994
Service Zone Zone 1380
General Condition Notes N/A
Figure 72: Eagle Glen Tank
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
65 Jameson Tank
Jameson Tank is a 2.5 MG tank located at 4268
Jameson Drive. This post-tensioned concrete tank
was constructed in 2005 and has a high water level
of 1640 feet. The tank is supplied by the Payette
Booster Pump Station and serves all of Pressure
Zone 1640. The tank is partially built into the
ground and an access ladder is provided. The
facility is enclosed by a metal fence. Based on
visual inspection, the tank shows no signs of
damage and is in good condition.

Table 39
Reservoir Name Jameson Tank
Type Tank
Location 4268 Jameson Dr
Plan Identification As-Built 05-078U
Construction Date 2005
Service Zone Zone 1640
General Condition Notes Good Condition
Figure 73: Top of Jameson Tank
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
66 Keith Tank
Keith Tank is located at 3985 Nelson Street and has
a capacity of 2.5 MG. This reinforced concrete tank
was constructed in 2019 near a residential
community and serves Zone 1220. The facility is
enclosed by a steel bar fence. Keith Tank is the
newest tank within the City’s system and shows no
signs of damage. The tank and site appear to be in
good condition.

Table 40
Reservoir Name Keith Tank
Type Tank
Location 3985 Nelson St
Plan Identification As-Built 17-052U
Construction Date 2019
Service Zone Zone 1220
General Condition Notes Good Condition
Figure 74: Keith Tank
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
67 Section 6
Blended Water Tanks
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
68 Mangular Tank
Mangular Tank is a 2.0 MG storage tank located at
2208 Mangular Ave. This tank was constructed in
1978 and has a high water level of 905 feet. Water
is supplied by the Mangular Blending Cell and is
primarily sourced from the West Wells (Wells 11A,
12A, 14, 15, and 27). Mangular Tank serves Zone
905 and can provide boosted water to Zone 1220
and the Border tank under emergency conditions.

Based on visual inspection, the tank shows no signs
of damage and is in good condition.

Table 41
Reservoir Name Mangular Tank
Type Tank
Location 2208 Mangular Ave
Plan Identification As-Built W-184D
Construction Date 1978
Service Zone Zone 905
General Condition Notes Good Condition
Figure 75: Mangular Blending Tank
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
69 Garretson Tank
Garretson Tank has a storage capacity of 2.0
MG and a high water level of 905 ft. The tank
receives blended water from the Temescal
Desalter and the Temescal Desalter bypass.

The facility also functions as a pumping
forebay for the Garretson Booster Pump
Stations within the same site as the tank.

Garretson Tank is a reinforced concrete tank
constructed in 1978 and constructed below
grade. The facility is enclosed by a metal bar
fence. Based on visual inspection, the tank
shows no damage and appears in good
condition. However, because the tank is
located underground, a visual inspection can
only provide a limited analysis of the structure. The associated booster pump stations, discharge piping, MCC, communication equipment, and other appurtenances show no signs of corrosion and appear to be well maintained and in good condition.

Table 42
Reservoir Name Garretson Tank
Type Tank
Location 2209 E Garretson Ave
Plan Identification As-Built W-184B
Construction Date 1978
Service Zone Zone 905
General Condition Notes Good Condition
Figure 76: Garretson Blending Tank
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
70 Lester Tank #1
Lester Tank #1 is a 2.0 MG storage tank with a high water level of 1060 feet. The tank is a reinforced concrete structure constructed in 1978 near the Lester Water Treatment Plant. The tank receives water from the Lester Water Treatment Plant and blended well water to serve the eastern areas within Zone 1060. The facility is located near the intersection of Chase Drive and Rimpau Avenue. The tank is partially underground and next to the Lester #2 Tank and Lester Zone 4 and 5 Booster Pump Stations.

Table 43
Reservoir Name Lester #1 Tank
Type Tank
Location 2970 Rimpau Ave
Plan Identification As-Built W-184A
Construction Date 1978
Service Zone Zone 1060
General Condition Notes N/A
Lester Tank #2
The Lester #2 Tank is a 2.0 MG storage tank with a high water level of 1060 feet. The tank is a reinforced concrete structure constructed in 1995 near the Lester Water Treatment Plant. The tank receives water from the Lester Water Treatment Plant and blended well water to serve the eastern areas within Zone 1060. The facility is located near the intersection of Chase Drive and Rimpau Avenue. The tank is partially underground and next to the Lester #2 Tank and Lester Zone 4 and 5 Booster Pump Stations.

Table 44
Reservoir Name Lester #2 Tank
Type Tank
Location 2970 Rimpau Ave
Plan Identification N/A
Construction Date 1995
Service Zone Zone 1060
General Condition Notes N/A

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
71 Section 7
Booster Pump Stations
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
72 Green River Booster Pump Station (Standby)
The Green River Booster Pump, which is in standby, is located at 1400 Nicholas Place an. Suction is taken from Green River Tank (Zone 725). The pump station has one (1) horizontal pump driven by a 125 HP electric motor. The pump is mounted on a concrete pedestal and has a capacity of 850 gpm, discharging through a 5-inch diameter pipe into Zone 1060. Electrical control cabinets are mounted on small concrete slabs.

The suction and discharge piping do not show visible signs of deterioration and appear in good working conditions, with no signs of spalling or corrosion. The suction valves, fittings and discharge valves, flow meter, and fittings also appear to be in good working condition with no visible signs of deterioration. The booster pump station site is secured by a chain link fence that appears to be in good working order.

Figure 77: Green River Booster Pumps Figure 78: Green River Booster Pumps City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
73 Table 45
Pump Station Name Green River Booster Pump Station
Type Horizontal Split Case
Location 1400 Nicholas Pl
Plan Identification N/A
Construction Date 1989
Suction Service Zone Zone 725
Discharge Service Zone Zone 1060
Pump Information
Pump No. 1
Type of Pump Horizontal
Manufacturer Pentair
Model Aurora 421
Capacity (gpm) 850
Head (ft) 341
HP 125
RPM 1775
Voltage 230/460
Number of Phases 3
Discharge Diameter (in) 5
Impeller Size (in) N/A
No. of Stages 2
General Condition Notes In Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
74 Cresta Verde Booster Pump Station
The Cresta Verde Booster Pump Station is located at 2005 Promenade Avenue. Suction is taken from Zone 905. The
pump station has four (4) vertical pumps fully sealed in canned housings and driven by 60 HP electric motors. Each pump has a capacity of 1,350 gpm and discharges through 8-inch diameter piping into Zone 1020 and Yuma Tank. The booster pump station is equipped with an emergency
generator for standby power.

A visual inspection of the pumps and associated discharge piping, valves, and fittings did not reveal visible signs of wear or corrosion. Housekeeping of the concrete floor
slab and walls appears adequate, and the interior of the station is tidy and well maintained.

Figure 81: Cresta Verde Pump Station (Pumps 1-4) Figure 80: Cresta Verde Pump Station Building Figure 79: Cresta Verde Emergency Generator
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
75 Table 46
Pump Station Name Cresta Verde Booster Pump Station
Type Vertical Turbine
Location 2005 Promenade Avenue
Plan Identification As-Built 86-02
Construction Date 1986
Suction Service Zone Zone 905
Discharge Service Zone Zone 1020
Pump Information
Pump No. 1 2 3 4-Fire
Type of Pump Vertical Vertical Vertical Vertical
Manufacturer Floway Floway Floway Floway
Model 12JKH 12JKH 12JKH 12JKH
Capacity (gpm) 1350 1350 1350 1350
Head (ft) 128 128 128 128
HP 60 60 60 60
RPM 1785 1785 1785 1785
Voltage 460 460 460 460
Number of Phases 3 3 3 3
Discharge Diameter (in) 8 8 8 8
Impeller Size (in) 8.62 8.62 8.62 8.62
No. of Stages 2 2 2 2
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
76 Garretson Zone 3 Booster Pump Station
The Garretson Booster Pump Station is located at 2209 Garretson Avenue. The pump station has six (6) vertical turbine pumps fully sealed in canned housings and driven by 200 HP electric motors. Each pump has a capacity of 2,500 gpm, and discharges through 30-inch discharge piping into Zone 1060.

The pumps are mounted on concrete pedestals on a housekeeping concrete slab. Electrical control cabinets are mounted on the concrete slab within the fenced area. The site is enclosed by a guardrail fence.

Based on visual inspection, the pumps, discharge piping, valves, and fittings did not show signs of corrosion or concrete spalling and appear to be in good condition.

Figure 83: Garretson Zone 3 Booster Pump Station
(Pumps 1-6)
Figure 82: Garretson Zone 3 Electrical Equipment
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
77 Table 47
Pump Station Name Garretson Zone 3 Booster Pump Station Type Vertical Turbine
Location 2209 Garretson Avenue
Plan Identification N/A
Construction Date 2007
Suction Service Zone Zone 905
Discharge Service Zone Zone 1060
Pump Information
Pump No. 1 2 3 4 5 6
Type of Pump Vertical Vertical Vertical Vertical Vertical Vertical Manufacturer Goulds Goulds Goulds Goulds Goulds Goulds
Model 14RHMC 14RHMC 14RHMC 14RHMC 14RHMC 14RHMC
Capacity (gpm) 2500 2500 2500 2500 2500 2500
Head (ft) 229 229 229 229 190 229
HP 200 200 200 200 200 200
RPM 1785 1785 1785 1785 1785 1785
Voltage 460 460 460 460 460 460
Number of Phases 3 3 3 3 3 3
Discharge Diameter (in) 30 30 30 30 30 30
Impeller Size (in) 9.63 N9.63A 9.63 9.63 9.24 9.63
No. of Stages 3 3 3 3 3 3
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
78 Serfas Club Booster Pump Station
The Serfas Club Drive Booster Pump Station is at 1290 Serfas Club Drive. Suction is taken from a 10-inch Zone 905 pipeline in Serfas Club Drive. The pump station is housed within a masonry block building and is equipped with one (1) vertical turbine pump fully sealed in a canned housing and driven by a 150 HP electric motor. One (1) spare can is reserved for future pump installation.

The pump has a capacity of 1,500 gpm and discharges through a 10-inch pipeline into Zone 1060. The pump is mounted on a concrete pedestal. Electrical control cabinets are mounted on a concrete pad within the building. The site is secured by a chain link fence. The booster pump station is not equipped with an emergency generator.

A visual inspection of the pump and associated discharge piping, valves, and fittings did not reveal signs of corrosion or concrete spalling and appear to be in good condition.

Figure 85: Serfas Club Booster Pump Building Figure 84: Serfas Club Electrical Equipment Figure 86: Serfas Club Booster Pump (Pumps 1&2)
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
79 Table 48
Pump Station Name Serfas Club Booster Pump Station
Type Vertical Turbine
Location 1290 Serfas Club Drive
Plan Identification US 87-376
Construction Date 1988
Suction Service Zone Zone 905 (Mangular Reservoir)
Discharge Service Zone Zone 1060 (Sierra Del Oro Reservoir) Pump Information
Pump No. 1 2
Type of Pump Vertical Vertical
Manufacturer Floway Floway
Model 14JKL 14JKL
Capacity (gpm) 1500 1500
Head (ft) 282 282
HP 150 150
RPM 1790 1790
Voltage 460 460
Number of Phases 3 3
Discharge Diameter (in) 10 10
Impeller Size (in) N/A N/A
No. of Stages 3 3
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
80 Mangular Booster Pump Station
The Mangular Booster Pump Station is located at 2208 Mangular Avenue. Suction is taken from Mangular Tank (Zone 905). The pump station has two (2) vertical turbine pumps fully sealed in canned housings and driven by 150 HP electric motors that discharge into Zone 1060 (Zone 3) and three (3) vertical turbine pumps fully sealed in canned housings and driven by 150 HP electric motors that discharge into Zone 1220 (Zone 4). The Zone 3 pumps have a capacity of 2,500 gpm. The Zone 4 pumps have a capacity of 1,250 gpm.

Figure 87: Mangular Booster Pumps Figure 88: Magular Booster Pump Electrical Equipment City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
81 Table 49
Pump Station Name Mangular Booster Pump Station
Type Vertical Turbine
Location 2208 Mangular Ave
Plan Identification N/A
Construction Date N/A
Suction Service Zone Zone 905
Discharge Service Zone Zone 1060 or Zone 1220
Pump Information
Zone 3 3 4 4 4
Pump No. 1 2 1 2 3
Type of Pump Vertical Vertical Vertical Vertical Vertical Manufacturer Goulds Goulds Goulds Goulds Goulds
Model VIC-FLFM
14 RHMC

VIC-FLFM
14 RHMC

VIC-FLFM
12 CHC

VIC-FLFM
12 CHC
Capacity (gpm) 2500 2500 1250 1250 1250
Head (ft) 190 190 366 366 366
HP 150 150 150 150 150
RPM 1770 1770 1770 1770 1770
Voltage 460 460 460 460 460
Number of Phases 3 3 3 3 3
Discharge Diameter (in) 12 12 12 12 12
Impeller Size (in) 8.94 8.94 8.25 8.25 8.25
No. of Stages 3 3 6 6 6
General Condition Notes Good condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
82 Garretson Zone #4 Booster Pump Station
The Garretson Zone #4 Booster Pump Station is located at 2209 Garretson Avenue. Suction is taken from Garretson Tank (Zone 905).

The pump station has three (3) vertical pumps driven by 200 HP electric motors. The pumps have a capacity of 1,250 gpm each and discharge to Zone 1220. The pumps are vertical turbine units installed in canned housings and mounted on concrete pedestals on an outdoor concrete site. The standby generator and electrical cabinets are also installed outdoors on the concrete site.

The discharge piping, valves, and fittings are in good working condition with no visible signs of corrosion.

The site is enclosed by a fence that appears in good condition with no visible signs of corrosion or deterioration.

Figure 89: Garretson Zone 4 Booster Pump (Pumps
1-3)
Figure 90: Garretson Zone 4 Booster Pump Electrical
Equipment
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
83 Table 50
Pump Station Name Garretson Zone 4 Booster Pump Station Type Vertical Turbine
Location 2209 Garretson Avenue
Plan Identification N/A
Construction Date 2007
Suction Service Zone Zone 905
Discharge Service Zone Zone 1220
Pump Information
Pump No. 1 2 3
Type of Pump Vertical Vertical Vertical
Manufacturer Goulds Goulds Goulds
Model 12CHC 12CHC 12CHC
Capacity (gpm) 1250 1250 1250
Head (ft) 392 392 392
HP 200 200 200
RPM 1785 1785 1785
Voltage 460 460 460
Number of Phases 3 3 3
Discharge Diameter (in) N/A N/A N/A
Impeller Size (in) 8.38 8.38 8.38
No. of Stages 6 6 6
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
84 Morita Booster Pump Station
The Morita Booster Pump Station is located at 755 Morita Drive and takes suction from the Cresta Verde Tank. The pump station receives water from Zone 1020 and discharges to Zone 1235.

The pump station is equipped with three (3) vertical booster pumps. Two (2) pumps are rated at 500 gpm each and are driven by 50-hp electric motors, and one (1) pump is rated at 1,500 gpm and is driven by a 100-hp electric motor. The pumps are mounted on raised concrete pedestals and are housed within a masonry block building. Electrical control cabinets are mounted on concrete pads within the building.

A visual inspection of the booster pumps, discharge piping, valves, and fittings did not reveal visible signs of corrosion or concrete spalling.

Figure 92: Morita Booster Pump Station (Pumps 1-3)
and Electrical Equipment
Figure 91: Morita Booster Pump Building,
Hydropnumatic Tank and Emergency Generator
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
85 Table 51
Pump Station Name Morita Booster Pump Station
Type Hydro-Pneumatic
Location 755 Morita Dr
Plan Identification N/A
Construction Date 2005
Suction Service Zone Zone 1020
Discharge Service Zone Zone 1235
Pump Information
Pump No. 1 2 3-Fire
Type of Pump Vertical Vertical Vertical
Manufacturer Goulds Goulds Goulds
Model DWT DWT DWT
Capacity (gpm) 500 500 1500
Head (ft) 259 259 200
HP 50 50 100
RPM 1790 1790 1790
Voltage 460 460 460
Number of Phases 3 3 3
Discharge Diameter (in) 6 6 8
Impeller Size (in) N/A N/A N/A
No. of Stages 6 6 3
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
86 Aquino Booster Pump Station
The Aquino Booster Pump Station is located at 1036 Aquino Circle. Suction is taken from Service Zone 1020.

The pump station is housed within a masonry block building, and the building appears to be in good condition. The station has two (2) horizontal pumps driven by 7.5 HP electric motors. Each pump has a capacity of 150 gpm and discharges through 3-inch diameter pipes into Service Zone 1130. The pumps are mounted on concrete pedestals. Electrical control cabinets are mounted on concrete pads within the building.

The site includes a 20 kW diesel-powered emergency generator and a hydropneumatic tank.

Based on visual inspection, the pumps, discharge piping, valves, and fittings generally appear to be in good condition with no widespread signs of corrosion or concrete spalling. However, the facility includes underground access to the discharge pipelines, and portions of the exposed piping and fittings in these areas show signs of corrosion.

Figure 95: Aquino's Underground Discharge Pipeline Figure 96: Aquino Booster Pump Station (Pumps 1&2) Figure 94: Aquino's Booster Pump Hydropnumatic Tank Figure 93: Aquino's Booster Pump Building City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
87 Table 52
Pump Station Name Aquino Booster Pump Station
Type Hydro-Pneumatic
Location 1036 Aquino Circle
Plan Identification US90-14
Construction Date 1990
Suction Service Zone Zone 1020
Discharge Service Zone Zone 1130
Pump Information
Pump No. 1 2
Type of Pump Horizontal Horizontal
Manufacturer Berkeley Berkeley
Model B1-1/2 TPM B1-1/2 TPM
Capacity (gpm) 150 150
Head (ft) 93 93
HP 7.5 7.5
RPM 3450 3450
Voltage 230 230
Number of Phases 1 1
Discharge Diameter (in) 3 3
Impeller Size (in) 6.563 6.563
No. of Stages 1 1
General Condition Notes Fair Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
88 Border Booster Pump Station
The Border Avenue Pump Station is located at 2290 Border Avenue and takes suction from Zone 1060.

The pump station discharges to Zone 1220.

The pump station is housed within a masonry block building, and the building appears to be in good condition. The station has three (3) vertical turbine pumps. Pump 1 has a capacity of 350 gpm and discharges through a 4-inch diameter pipe. Pump 2 has a capacity of 1,200 gpm and Pump 3 has a capacity of 900 gpm. Pumps 2 and 3 discharge through 6-inch diameter pipes. The pumps are mounted on concrete pedestals. Electrical control cabinets are mounted on the concrete pads within the pump station. The facility is equipped with a 100 kW diesel-powered emergency generator manufactured by Onan.

Visual inspection of the pumps, discharge piping, valves, and fittings did not reveal signs of corrosion or concrete spalling.

Figure 99: Border Booster Pump Station (Pumps 1-3)
Figure 98: Border Booster Pump Station Building Figure 97: Border Booster Pump Station Emergency Generator
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
89 Table 53
Pump Station Name Border Avenue Booster Pump Station
Type Vertical Turbine
Location 2290 Border Avenue
Plan Identification W-132 (Modification)
Construction Date 1974 (Modification)
Suction Service Zone Zone 1060 (Border Reservoir)
Discharge Service Zone Zone 1220 (Avenida Del Vista Reservoir) Pump Information
Pump No. 1 2 3
Type of Pump Vertical Vertical Vertical
Manufacturer Legend Legend Legend
Model 10FKC 12MB 12RH-M
Capacity (gpm) 350 1200 900
Head (ft) 220 220 220
HP 30 100 75
RPM 1800 1770 1770
Voltage 460 460 460
Number of Phases 3 3 3
Discharge Diameter (in) 4 6 6
Impeller Size (in) 7.73 8-11/16
No. of Stages 4 4 2
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
90 Chase Booster Pump Station
The Chase Drive Booster Pump Station is located
northeast of the Lester tanks at 1315 Chase Drive.

Suction is taken from Zone 1060. The pump station
is housed within a masonry block building that is in
good condition.

The pump station is equipped with four (4) vertical
pumps: three pumps driven by 60‑horsepower (HP)
electric motors and one pump driven by a 125‑HP
electric motor. Two of the 60‑HP pumps each have a
capacity of 800 gpm and discharge through
8‑inch‑diameter pipes into Zone 1220. A third 60‑HP
pump has a capacity of 900 gpm and also discharges
through an 8‑inch‑diameter pipe into Zone 1220.

The fourth pump has a capacity of 1,500 gpm.

Electrical control cabinets are located in an adjacent room within the pump station. These cabinets appear to be aging but show no visible signs of corrosion. Additional electrical cabinets are located in an area outside of the building where the discharge piping exits the building. The facility does not include an emergency generator. The entire site is enclosed by a masonry block wall.

Based on visual inspection, the pumps, discharge piping, valves, and fittings show no signs of corrosion.

However, portions of the concrete floor slab show evidence of surface deterioration. Overall, the facility appears to be well maintained and in generally good condition.

Figure 100: Chase Booster Pump Station (Pumps 1-4)
Figure 102: Chase Booster Pump Station Building Figure 101: Chase Booster Pump Electrical Equipment City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
91 Table 54
Pump Station Name Chase Drive Booster Pump Station
Type Vertical Turbine
Location 1315 Chase Drive
Plan Identification W-122 and US 87-368
Construction Date 1969 and 1987
Suction Service Zone Zone 1060 (Lester Reservoir)
Discharge Service Zone Zone 1220 (Hayden Reservoir)
Pump Information
Pump No. 1 2 3 4
Type of Pump Vertical Vertical Vertical Vertical
Manufacturer Peerless Peerless Tri-County Tri-County
Model 12LD 12LD 12M110-3 AM-14LO-3
Capacity (gpm) 800 800 900 1500
Head (ft) 236 235 185 250
HP 60 60 60 125
RPM 1775 1770 1800 1785
Voltage 460 460 230/460 460
Number of Phases 3 3 3 3
Discharge Diameter (in) 8 8 8 8
Impeller Size (in) N/A 9.44 x 8.63 9.44 x 8.63 N/A
No. of Stages 3 3 3 3
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
92 Lester Zone 4 Booster Pump Station
The Lester Zone 4 Booster Pump Station is located at 2970 Rimpau Avenue, within the Lester Water Treatment Plant site. Suction is taken from the Lester Tanks #1 and #2 (Zone 1060).

The pump station is equipped with four (4) vertical pumps driven by 100 HP electric motors and one (1) empty can. The pumps each have a capacity of 1,600 gpm and discharge through 10-inch diameter pipes into the 28-inch Zone 1060 Feeder Pipeline in Chase Drive. The pumps are installed outdoors and located next to the electrical control cabinets. Emergency standby power is provided by a shared 800-kW dieselfueled generator designed by Kohler, which also serves the Lester Zone 5 Booster Pump Station.

A visual inspection of the pumps, discharge piping, valves and fittings did not reveal any sections with corrosion. Therefore, this facility appears to be well-maintained and in good condition.

Figure 104: Lester Zone 4 Booster Pump Electrical
Cabinets
Figure 103: Lester Zone 4 Booster Pump Station
(Pumps 1-4)
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
93 Table 55
Pump Station Name Lester Zone 4 Booster Pump Station
Type Submersible Pump
Location 2970 Rimpau Avenue
Plan Identification N/A
Construction Date 2004
Suction Service Zone 1060 (Lester Tank)
Discharge Service Zone 1220 (Upper & Main Street Tank)
Pump Information
Pump No. 1 2 3 4
Type of Pump Vertical Vertical Vertical Vertical
Manufacturer Gould Gould Flowserve Hitachi
Model 14RJMC 14RJMC ML-10-600-4 14RJMC-2
Capacity (gpm) 1600 1600 1600 1600
Head (ft) 180 180 180 180
HP 100 100 100 100
RPM 1800 1800 1750 1750
Voltage 460 460 480 460
Number of Phases 3 3 3 3
Discharge Diameter (in) 10 10 10 10
Impeller Size (in) 9.82 9.82 9.82 9.82
No. of Stages 2 2 2 2
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
94 Montana Ranch Booster Pump Station
The Montana Ranch Pump Station is located at
2930 Wilderness Circle and is situated on the
same site as the Sierra Del Oro Water
Treatment Plant. The station takes suction from
the Sierra Del Oro Tank outlet pipeline (Zone
1060) and discharges to a local residential subzone within Zone 1220 Montana Ranch.

The pump station is housed in a masonry block
structure next to the entrance of the Sierra Del
Oro Water Treatment Plant. The pump station
is equipped with two (2) vertical pumps driven
by 25 HP electric motors, each with a capacity
of 375 gpm. Electrical control cabinets are
located within the structure and appear to be in
good condition
A hydropneumatic tank is located adjacent to the pump station structure. The facility is not equipped with a backup emergency generator.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal any sections with corrosion. This pump station appears to be well-maintained and in good condition.

Figure 105: Montana Ranch Booster Pump Station
(Pumps 1-3)
Figure 107: Montana Ranch Booster Pump Building Figure 106: Montana Ranch Booster Pump Hydropnumatic Tank
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
95 Table 56
Pump Station Name Montana Ranch Booster Pump Station
Type Hydro-Pneumatic
Location 2930 Wilderness Circle
Plan Identification US 87-376
Construction Date 1987
Suction Service Zone Zone 1060
Discharge Service Zone Zone 1220
Pump Information
Pump No. 1 2
Type of Pump Vertical Vertical
Manufacturer Peerless Peerless
Model 9LA 9LA
Capacity (gpm) 375 375
Head (ft) 173 173
HP 25 25
RPM 1770 1770
Voltage 460 460
Number of Phases 3 3
Discharge Diameter (in) N/A N/A
Impeller Size (in) 6.56 6.56
No. of Stages 5 5
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
96 Kraft Ranch Booster Pump Station
The Kraft Ranch Booster Pump Station is located at
San Ramon and Oakridge Drive. Suction is taken
from the Sierra Del Oro Tank outlet pipeline in Zone
1060. The pump station has two (2) vertical pumps
driven by 50 HP electric motors, each with a
capacity of 600 gpm, and one (1) fire pump driven
by a 125 HP motor with a capacity of 1,500 gpm. The
pumps discharge into a small local Zone 1315. The
pumps are housed within a masonry block structure
and the site is enclosed by a masonry block wall.

Electrical cabinets serving the pumps are located
within the pump house.

A hydropneumatic tank, emergency generator,
diesel fuel tank, and additional electrical cabinets are located outside the building but within the site.

A visual inspection of the booster pumps, discharge piping, valves and fittings did not reveal any signs of corrosion. Therefore, this facility appears to be well-maintained and in good condition.

Figure 110: Kraft Ranch Booster Pump Emergency
Generator
Figure 108: Kraft Ranch Booster Pump Station (Pumps
1-3)
Figure 109: Kraft Ranch Booster Pump Hydropnumatic
Tank
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
97 Table 57
Pump Station Name Kraft Ranch Booster Pump Station
Type Vertical Turbine
Location San Ramon and Oakridge Drive
Plan Identification 01-005U
Construction Date 2003
Suction Service Zone Zone 1060 (Sierra Del Oro Tank)
Discharge Service Zone Zone 1315
Pump Information
Pump No. 1 2 3-Fire
Type of Pump Vertical Vertical Vertical
Manufacturer Peerless Peerless Peerless
Model 10MA 10MA N/A
Capacity (gpm) 600 600 1500
Head (ft) 260 260 240
HP 50 50 125
RPM 1780 1780 1785
Voltage 230/460 230/460 460
Number of Phases 3 3 3
Discharge Diameter (in) N/A N/A N/A
Impeller Size (in) N/A N/A N/A
No. of Stages N/A N/A N/A
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
98 Lester Zone 5 Booster Pump Station
The Lester Zone 5 Booster Pump Station is located at 2970 Rimpau Avenue. Suction is taken from Lester Tanks 1 and 2 (Zone 1060). The pump station is equipped with five (5) vertical turbine pumps driven by 200 HP electric motors, along with one (1) empty can reserved for future pump installation. Each pump has a capacity of 1,365 gpm and discharges through a 10-inch diameter pipe into the Zone 1380 transmission pipeline in Rimpau Avenue. The pumps are mounted on concrete pedestals and housed within a masonry block structure. Electrical control cabinets are located within the building.

Emergency standby power is provided by an 800-kW diesel-fueled generator designed by Kohler with an exterior 1,000-gallon diesel fuel tank. Surge protection is provided via a dedicated surge tank located at the site.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal any signs of corrosion.

The facility appears to be well maintained and in good condition.

Figure 113: Lester Zone 5 Booster
Pump Hydropnumatic Tank
Figure 112: Lester Zone 5 Booster
Pump Station (Pumps 1-5)
Figure 111: Lester Zone 5 Booster Pump Building
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
99 Table 58
Pump Station Name Lester Zone 5 Booster Pump Station
Type Vertical Turbine
Location 2970 Rimpau Avenue
Plan Identification US 91-01
Construction Date 1995
Suction Service Zone Zone 1060 (Lester Tank)
Discharge Service Zone Zone 1380 (Gilbert Tank)
Pump Information
Pump No. 1 2 3 4 5
Type of Pump Vertical Vertical Vertical Vertical Vertical Manufacturer Peerless Peerless Peerless Peerless Peerless Model 14LD 14LD 14LD 14LD 14LD
Capacity (gpm) 1365 1365 1365 1365 1365
Head (ft) 354 354 354 354 354
HP 200 200 200 200 200
RPM 1786 1786 1785 1786 1785
Voltage 480 480 460 480 460
Number of Phases 3 3 3 3 3
Discharge Diameter (in) 10 10 10 10 10
Impeller Size (in) 9.34 x 10.27 9.34 x 10.27 9.34 x10.27 9.34 x10.27 9.34 x10.27 No. of Stages 4 4 4 4 4
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
100
Eagle Glen Zone 5 Booster Pump Station
The Eagle Glen Zone 5 Booster Pump
Station is located at 4255 Eagle Glen
Parkway. Suction is taken from Service
Zone 1060. The pump station is
equipped with two (2) horizontal
pumps driven by 60 HP electric motors.

Each pump has a capacity of 800 gpm
and discharges through an 8-inch
diameter pipes into Zone 1380 along
Eagle Glen Parkway.

The pumps are mounted on concrete
pedestals and housed within a
concrete pump station structure.

Electrical control cabinets serving the
pumps are located within the pump
house. The site is enclosed by a metal
bar fence.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal visible signs of corrosion. Overall, the facility appears to be well maintained and in good condition.

Figure 114: Eagle Glen Zone 5 Booster Pump Station (Pump 1) Figure 115: Eagle Glen Zone 5 Booster Pump Building and Emergency Generator City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
101
Table 59
Pump Station Name Eagle Glen Zone 5 Booster Pump Station Type Horizontal Pump
Location 4255 Eagle Glen Pkwy
Plan Identification
Construction Date 1992
Suction Service Zone Zone 1060 (Hayden Tank)
Discharge Service Zone Zone 1380 (Eagle Glen Tank)
Pump Information
Pump No. 1 2
Type of Pump Horizontal Horizontal
Manufacturer Peerless Peerless
Model 5AE14G 5AE14G
Capacity (gpm) 800 800
Head (ft) 190 190
HP 60 60
RPM 1775 1775
Voltage 230/460 230/460
Number of Phases 3 3
Discharge Diameter (in) 8 8
Impeller Size (in) 13.5 13.5
No. of Stages 1 1
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
102
Harlan Hills Booster Pump Station
The Harlan Hills Pump Station is located at Bonnieview Circle and Lindsey Circle. Suction is taken from Service Zone 1220. The pump station is equipped with two (2) vertical pumps driven by 10 HP electric motors and one (1) fire pump driven by a 75 HP electric motor. The two vertical pumps have capacities of 230 gpm and discharge through 4-inch diameter pipes into Zone 1380. The fire pump has a capacity of 1,500 gpm and discharges through an 8-inch diameter pipe to the service area.

The pumps and associated electrical equipment are housed within a masonry block structure, and the site is enclosed by a masonry block wall. The facility is equipped with an emergency generator.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal visible signs of corrosion. Overall, the facility appears to be well maintained and in good condition.

Figure 117:Harlan Hills Booster Pump Station
(Pumps 1-3)
Figure 116: Harlan Hills Booster Pump Station Building
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
103
Table 60
Pump Station Name Harlan Hills Booster Pump Station
Type Vertical Turbine
Location Bonnieview Circle & Lindsey Circle
Plan Identification
Construction Date 2000
Suction Service Zone Zone 1220
Discharge Service Zone Zone 1380
Pump Information
Pump No. 1 2 3 - Fire
Type of Pump Vertical Vertical Vertical
Manufacturer Gould Gould Gould
Model DWT DWT DWT
Capacity (gpm) 230 230 1500
Head (ft) 90 90 130
HP 10 10 75
RPM 1760 1760 1780
Voltage 460 460 460
Number of Phases 3 3 3
Discharge Diameter (in) 4 4 8
Impeller Size (in) 6.94 7.94 9.25
No. of Stages 2 2 2
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
104
Mabey Canyon Booster Pump Station
The Mabey Canyon Booster Pump Station is located at 2643 Border Avenue. This pump station is a backup station and is to be abandoned. It takes suction from Zone 1220 and
discharges to Zone 1310.

The pump station has two (2) vertical pumps driven by 50 HP electric motors, one horizontal diesel fire pump driven by a 90 HP motor, and a hydro-pneumatic tank. Two of the pumps each have a capacity of 1,250 gpm and discharge through 6- inch diameter pipes. The fire pump has a capacity of 1,500 gpm. The pumps and electrical equipment are housed in a masonry block structure.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal any signs of corrosion. This facility appears to be well-maintained and in good condition.

Figure 119: Mabey Canyon Booster Pump Station
Building
Figure 118: Mabey Canyon Booster Pump
Station (Pumps 1&2)
Figure 120: Mabey Canyon Booster Pump
Hydropnumatic Tank
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
105
Table 61
Pump Station Name Mabey Canyon Booster Pump Station
Type Hydro-Pneumatic
Location 2643 Border Avenue
Plan Identification W-205 and 97-029U
Construction Date 1978 and 1997
Suction Service Zone Zone 1220
Discharge Service Zone Zone 1310
Pump Information
Pump No. 1 2 3 - Fire
Type of Pump Vertical Vertical Horizontal-Diesel
Manufacturer Brithinee Brithinee Fairbanks Morse
Model BF-54A BF-54A 2822A
Capacity (gpm) 1250 1250 1500
Head (ft) 125 125 144
HP 50 50 90
RPM 1765 1765 1770
Voltage 230/460 230/460 N/A
Number of Phases 3 3 3
Discharge Diameter (in) 6 6 6
Impeller Size (in) 8.6875 8.6875 11.4
No. of Stages 2 2 1
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
106
Eagle Glen Zone 6 Booster Pump Station
The Eagle Glen Zone 6 Booster Pump Station
is located at 1602 Fairway Drive. Suction is
taken from Zone 1380. The facility is located
adjacent to the Eagle Glen Tank and is housed
within a concrete structure.

The pump station is equipped with three (3)
vertical pumps, each driven by a 25 HP
electric motor, and one (1) emergency fire
pump driven by a 150 HP motor. Two of the
pumps have a capacity of 230 gpm each and
discharge through 6-inch diameter pipes into
Zone 1640. One of the pumps has a capacity
of 236 gpm and also discharges through a 6-
inch diameter pipe into Zone 1640. The
horizontal fire pump has a capacity of 1,500 gpm and discharges through an 8-inch pipe.

The pumps are mounted on concrete pedestals, and electrical control cabinets serving the pumps are located within the pump house. The facility is equipped with a 300-kW diesel-powered emergency generator outside the structure.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal visible signs of corrosion. Therefore, this facility appears to be well-maintained and in good condition.

Figure 121: Eagle Glen Zone 6 Booster Pump Station (Pumps 1-4)
Figure 123: Eagle Glen Zone 6 Booster Pump Building Figure 122: Eagle Glen Zone 6 Booster Pump Electrical Equipment
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
107
Table 62
Pump Station Name Eagle Glen Zone 6 Booster Pump Station Type Vertical Turbine
Location 1602 Fairway Drive
Plan Identification 99-019U
Construction Date 1999
Suction Service Zone Zone 1380 (Eagle Glen Reservoir)
Discharge Service Zone Zone 1640
Pump Information
Pump No. 1 2 3 4 - Fire
Type of Pump Vertical Vertical Vertical Horizontal
Manufacturer Simflo Goulds Simflo Peerless
Model SC10 7WAHC SC10C 6AE16
Capacity (gpm) 230 236 230 1500
Head (ft) 270 300 270 266
HP 25 25 25 150
RPM 1770 1770 1770 1780
Voltage 460 460 460 460
Number of Phases 3 3 3 3
Discharge Diameter (in) 6 6 6 8
Impeller Size (in) N/A 6.69 N/A 16.188
No. of Stages 5 7 5 1
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
108
Payette Booster Pump Station
The Payette Booster Pump Station is located at 881 Payette Drive. Suction is taken from the 16-inch Zone 1380 pipeline.

The pump station has four (4) vertical pumps driven by 75 HP electric motors. Each pump has a capacity of 750 gpm and discharges through an 8-inch diameter pipe into the 16-inch Zone 1640 pipeline and Jameson Tank.

The pumps and associated electrical equipment are housed within a masonry block structure. Electrical control cabinets serving the pumps are located within the structure.

A 300 kW diesel-powered emergency generator is located outside the structure, and the site is secured by a metal bar fence.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal any signs of corrosion.

Therefore, this facility appears to be well-maintained and in good condition.

Figure 126: Payette Booster Pump Station (Pumps 1-4)
Figure 124: Payette Booster Pump Station Electrical Figure 125: Payette Booster Pump Station Building Equipment
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
109
Table 63
Pump Station Name Payette Booster Pump Station
Type Hydro-Pneumatic
Location 881 Payette Drive
Plan Identification 99-074U
Construction Date 2002
Suction Service Zone Zone 1380 (Gilbert Tank)
Discharge Service Zone Zone 1640 (Hydro-Pneumatic)
Pump Information
Pump No. 1 2 3 4
Type of Pump Vertical Vertical Vertical Vertical
Manufacturer Peerless Peerless Peerless Peerless
Model 12LD 12LD 12LD 12LD
Capacity (gpm) 750 750 750 750
Head (ft) 273 273 273 273
HP 75 75 75 75
RPM 1780 1780 1780 1780
Voltage 460 460 460 460
Number of Phases 3 3 3 3
Discharge Diameter (in) 8 8 8 8
Impeller Size (in) 9.56 x 8.76 9.56 x 8.76 9.56 x 8.76 9.56 x 8.76 No. of Stages 4 4 4 4
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
110
Sierra Bella Booster Pump Station
Sierra Bella Pump Station is located at 2690 Hidden Hills Way West. Suction is taken from Lester Tanks 1 and 2 (Zone 1060).

The pump station has two (2) vertical pumps driven by 200 HP electric motors. The pumps have a capacity of 1,500 gpm each and discharge to Eagle Glen Tank (Zone 1380). The pumps and associated electrical equipment are housed within a masonry block building. The pumps are mounted on concrete pedestals, and electrical control cabinets are located within the pump house.

The site is enclosed by a metal bar fence and includes a 1,500-gallon diesel fuel tank as an emergency generator located outside the building.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal any signs of corrosion.

Therefore, this facility appears to be well-maintained and in good condition.

Figure 129: Sierra Bella Booster Pump Station Building
Figure 128: Sierra Bella Booster Pump Station
Emergency Generator
Figure 127: Sierra Bella Booster Pump Station Booster
Pumps (Pumps 1&2)
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
111
Table 64
Pump Station Name Sierra Bella Booster Pump Station
Type Vertical Turbine
Location 2690 Hidden Hills Way West
Plan Identification N/A
Construction Date 2017
Suction Service Zone Zone 1060 (Lester Tank)
Discharge Service Zone Zone 1380 (Eagle Glen)
Pump Information
Pump No. 1 2
Type of Pump Vertical Vertical
Manufacturer Goulds Goulds
Model 14RJLC-5 14RJLC-5
Capacity (gpm) 1500 1500
Head (ft) 338 338
HP 200 200
RPM 1785 1785
Voltage 460 460
Number of Phases 3 3
Discharge Diameter (in) N/A N/A
Impeller Size (in) 9.25 9.25
No. of Stages N/A N/A
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
112
Section 8
Pressure Reducing Stations
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
113
North Smith PRS
This PRS is located near the intersection of Railroad Street and North Smith Street at an elevation of 57 feet. Its outlet is connected to Zone 780. The Station was constructed in 2003. The pressure inlet is approximately 130 psi, and the outlet pressure is set to 80, 72, and 100 psi using 4-inch, 8-inch, and 4-inch valves, respectively. The station is supported by several steel supports anchored to a concrete footing.

Based on a visual inspection, the station appears to be freshly painted, with its air release valve, fittings, supports, and other apparatuses in good condition with no signs of corrosion.

Table 65
PRS North Smith
Type PRS
Location N Smith St. & Railroad St.

Construction Date 2003
Suction Service Zone Zone 905
Discharge Service Zone Zone 780
General Condition Notes Good Condition
Figure 130: North Smith PRS
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Kalus PRS
This PRS is located near the intersection of River Road and Kalus Avenue at an elevation of 589 feet. Its outlet is connected to Zone 780. The station was constructed in 2003. The pressure inlet is approximately 128 psi, and the outlet pressure is set to 78, 70, and 90 psi using 4-inch, 8-inch, and 4-inch valves, respectively. The station is supported by two steel supports on a concrete footing, with two bollards surrounding the station. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 66
PRS Kalus
Type PRS
Location River Rd., Btw Samar Ct. & Kalus Ave.

Construction Date 2003
Suction Service Zone Zone 905
Discharge Service Zone Zone 780
General Condition Notes Good Condition
Figure 131: Kalus PRS
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Alcoa PRS
Alcoa PRS is located at West Rincon Street and Alcoa Circle at an elevation of 574 feet. Its outlet is connected to Zone 780. The station was constructed in 2011. The pressure inlet ranges from approximately 135 to 140 psi. The outlet pressure is set to 82, 72, and 92 psi using 4-inch, 8-inch, and 4- inch valves. The station is supported by steel supports anchored to a concrete foundation. Bollards are also embedded in the same concrete section and are located between the station and the street. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 67
PRS Aloca
Type PRS
Location W Rincon St. & Alcoa Ci.

Construction Date 2011
Suction Service Zone Zone 905
Discharge Service Zone Zone 780
General Condition Notes Good Condition
Figure 132: Alcoa PRS
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Harrington PRS
This PRS is located at Harrington Street and Windstream Street at an elevation of 574 feet. The PRS outlet is connected to Zone 780. The station was constructed in 2001. The pressure inlet is 130 psi, and the outlet pressure is set to 82 psi (ranging from 82 to 88 psi), 72 psi (ranging from 72 to 88 psi), and 90 psi by use of 4-inch, 8-inch, and 4-inch valves, respectively. The station is supported by two steel supports on the concrete sidewalk and is next to a fire hydrant. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 68
PRS Huntington
Type PRS
Location Harrington St & Windstream St
Construction Date 2001
Suction Service Zone Zone 905
Discharge Service Zone Zone 780
General Condition Notes Good Condition
Figure 133: Harrington PRS
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Dominguez Ranch PRS
This PRS is located in the southwest corner of Green River Road and Dominguez Street intersection at an elevation of 515 feet. The station was constructed in 2003. The PRS outlet is connected to Zone 725. The pressure inlet is 160 psi, and the outlet pressure is set to 90 psi by the 4-inch valve. The other two valves, 8-inch and 4-inch, have unknown pressure settings. The station is supported by three steel supports on the concrete footing. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 69
PRS Dominguez Ranch
Type PRS
Location SW of Dominguez and Green River
Construction Date 2003
Suction Service Zone Zone 905
Discharge Service Zone Zone 725
General Condition Notes Good Condition
Figure 134: Dominguez Ranch PRS
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Auto Center Drive PRS
Auto Center Drive PRS is located at Railroad Street and Auto Center Drive at an elevation of 576 feet. Its outlet is connected to Zone 820. The station was constructed in 2003. The pressure inlet is 135 psi, and the outlet pressure is set to 88 psi, 80 psi, and 100 psi by use of 4-inch, 8-inch, and 4-inch valves, respectively. The station is supported by two steel supports on the concrete sidewalk, with five bollards located between the station and the street. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 70
PRS Auto Center Dr
Type PRS
Location Railroad St. & Auto Center Dr
Construction Date 2003
Suction Service Zone Zone 905
Discharge Service Zone Zone 820
General Condition Notes Good Condition
Figure 135: Auto Center Dr PRS
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Yorba PRS
The Yorba PRS is located at 125 Klug Circle, next to the railroad, at an elevation of 595 feet. Its outlet is connected to Zone 820. The station was constructed in 2002. The pressure inlet is 130 psi, and the outlet pressure is set to 75 psi, 68 psi, and 98 psi by use of 4-inch, 8-inch, and 4-inch valves, respectively. The station is supported by two steel supports on the concrete footing and has four bollards surrounding the station. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 71
PRS Yorba
Type PRS
Location 125 Klug Ci, Railroad St. & Klug Ci.

Construction Date 2002
Suction Service Zone Zone 905
Discharge Service Zone Zone 820
General Condition Notes Good Condition
Figure 136: Yorba PRS
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South Smith PRS
The South Smith PRS is located near the intersection of Railroad St and North Smith Street, just north of the railroad tracks, at an elevation of 575 feet. The station was constructed in 2003. Its outlet is connected to Zone 820. The pressure inlet is approximately 130 psi, and the outlet pressure is set to 80, 72, and 100 psi using 4-inch, 8-inch, and 4-inch valves, respectively. The station is supported by steel supports on a concrete footing, with three bollards surrounding the station. Based on a visual inspection, the station appears to be freshly painted, with its air release valve, fittings, supports, and other apparatuses in good condition with no signs of corrosion.

Table 72
PRS South Smith
Type PRS
Location N Smith Ave, Btw Railroad St & W Maple St.

Construction Date 2003
Suction Service Zone Zone 905
Discharge Service Zone Zone 820
General Condition Notes Good Condition
Figure 137: South Smith PRS
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Avenida Del Vista PRS
The Avenida Del Vista (ADV) PRS is located at Avenida Del Vista and Via Del Rio at an elevation of 755 feet.

Its outlet is connected to Zone 905. The pressure inlet is 125 psi, and the outlet pressure is set to 50 psi and 56 psi using 6-inch and 4-inch valves, respectively. The station is supported by two steel supports on the concrete sidewalk. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 73
PRS Avenida Del Vista
Type PRS
Location Avenida Del Vista & Via Del Rio
Construction Date 2011
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 138: Avenida Del Vista PRS
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Mount Serenata PRS
Mount Serenata PRS is located near the intersection of Dominguez Ranch Road and Mount Serenata Circle at an elevation of 754 feet. The station was constructed in 2003. Its outlet is connected to Zone 905. The pressure inlet is approximately 140 psi, and the outlet pressure is set to 56, 48, and 76 psi using 4-inch, 8- inch, and 4-inch valves, respectively. The station is close to the ground and is supported by two steel supports on a concrete footing. Based on a visual inspection, the station’s air release valve, fittings, supports and other apparatuses are in good condition with no signs or corrosion.

Table 74
PRS Mount Serenata
Type PRS
Location Dominguez Ranch Rd. & Mount Serenata Ci.

Construction Date 2003
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 139: Mount Serenata PRS
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Green River PRS
The Green River PRS is located near the intersection of Green River Road and Kraemer Drive at an elevation of 760 feet. The station was constructed in 1987. Its outlet is connected to Zone 905. The pressure inlet is approximately 127 psi, and the outlet pressure is set to 56, 48, and 70 psi using 4-inch, 8- inch, and 4-inch valves, respectively. The station is supported by two steel supports on a concrete footing.

Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 75
PRS Green River
Type PRS
Location Green River Rd. & Kraemer Dr.

Construction Date 1987
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 140: Green River PRS
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Ridgeline PRS
The Ridgeline PRS is located on Ridgeline Drive, between Bayberry Drive and Silkwood Drive, at an elevation of 760 feet. The station was constructed in 2003. Its outlet is connected to Zone 905. The pressure inlet is approximately 130 psi, and the outlet pressure is set to 58, 50, and 70 psi using 4-inch, 8- inch, and 4-inch valves, respectively. The station is supported by three steel supports on a concrete footing. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 76
PRS Ridgeline
Type PRS
Location Ridgeline Dr, Btw Bayberry Dr. & Silkwood Dr.

Construction Date 2003
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 141: Ridgeline PRS
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San Ponte PRS
The San Ponte PRS is located on San Almada Road and San Ponte Road, at an elevation of 764 feet. The station was constructed in 2005. Its outlet is connected to Zone 905. The outlet pressure is set to 45, 40, and 57 psi using 4-inch, 8-inch, and 4-inch valves. The pressure inlet is approximately 130 and 140 psi on the 4-inch and 8-inch valves. The station is covered by a metal frame that helps support the structure.

Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 77
PRS San Ponte
Type PRS
Location San Almada Rd. & San Ponte Rd.

Construction Date 2005
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 142: San Ponte PRS
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Village Loop PRS
The Village Loop PRS is located near the intersection of Hidden Valley Parkway & Village Loop Drive at an elevation of 761 feet. The station was constructed in 2011. Its outlet is connected to Zone 905. The pressure inlet is approximately 109 psi, and the outlet pressure is set to 57, 50, and 65 psi using 4-inch, 8- inch, and 4-inch valves, respectively. The station is supported by steel supports on a concrete sidewalk.

Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 78
PRS Village Loop
Type PRS
Location Hidden Valley Py. & Village Loop Dr.

Construction Date 2011
Suction Service Zone Zone 1020
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 143: Village Loop PRS
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Hummingbird PRS
The Hummingbird PRS is located near the intersection of Ontario Avenue and Paseo Grande at an elevation of 776 feet. Its outlet is connected to Zone 960. The pressure inlet is approximately 110 psi, and the outlet pressure is set to 85, 85, and 150 psi using 4-inch, 8-inch, and 4-inch valves, respectively. Several steel supports on a concrete footing support the station. The station has four bollards that separate the station from the sidewalk. The station contains a small drain to the side for overflow and is next to electrical utilities. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 79
PRS Hummingbird
Type PRS
Location Ontario Ave & Paseo Grande
Construction Date 2013
Suction Service Zone Zone 1060
Discharge Service Zone Zone 960
General Condition Notes Good Condition
Figure 144: Hummingbird PRS
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Arcadia PRS
The Arcadia PRS is located in an underground vault near the intersection of Arcadia Street and Jolora Avenue at an elevation of 892 feet. Its outlet is connected to Zone 1045. The pressure inlet is approximately 105 psi, and the outlet pressure is set to 60 and 60 psi using 1-inch and 2-inch valves, respectively. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion. However, the vault has no underground walls. The City plans to eliminate Zone 1045 and remove the Arcadia PRS from service.

Table 80
PRS Arcadia
Type PRS
Location Arcadia St. & Jolora Ave.

Construction Date 2014
Suction Service Zone Zone 1220
Discharge Service Zone Zone 1045
General Condition Notes Good Condition
Figure 145: Arcadia PRS
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West Temescal Canyon PRS
The Temescal Canyon PRS is located near the intersection of Temescal Canyon Road and Dos Lagos Drive at an elevation of 862 feet. The PRS was constructed in 2005, and the outlet is connected to Zone 1136.

The pressure inlet is approximately 120 psi, and the outlet pressure is set to 135, 110, and 140 psi using 6-inch, 12-inch, and 6-inch valves, respectively. The station is supported by four steel supports mounted to a concrete footing. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 81
PRS West Temescal Canyon
Type PRS
Location Temescal Canyon Rd. & Dos Lagos Dr.

Construction Date 2005
Suction Service Zone Zone 1220
Discharge Service Zone Zone 1136
General Condition Notes Good Condition
Figure 146: West Temescal Canyon
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Freedom PRS
The Freedom PRS is located near the intersection of Freedom Drive and Orchard Lane at an elevation of 930 feet. The PRS was constructed in 2011, and the outlet is connected to Zone 1060. The pressure inlet is approximately 124 psi, and the outlet pressure is set to 60, 52, and 75 psi using 4-inch, 8-inch, and 4- inch valves, respectively. The station is supported by two steel supports mounted to a concrete footing.

The PRS is protected by a masonry block wall on three sides, a metal bar fence, and a gate facing the sidewalk. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs or corrosion Table 82
PRS Freedom
Type PRS
Location Freedom Dr. & Orchard Ln
Construction Date 2011
Suction Service Zone Zone 1220
Discharge Service Zone Zone 1060
General Condition Notes Good Condition
Figure 147: Freedom PRS
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El Cerrito PRS
The El Cerrito PRS is located in an underground vault near the intersection of El Cerrito Road and the southbound I-15 on-ramp at an elevation of 954 feet. The PRS was constructed in 2001, and the outlet is connected to Zone 1060. The pressure inlet is approximately 115 psi, and the outlet pressure is set to 63, 56, and 77 psi using 4-inch, 8-inch, and 4-inch valves, respectively.

Table 83
PRS El Cerrito
Type PRS
Location El Cerrito Rd. & Interstate 15
Construction Date 2001
Suction Service Zone Zone 1220
Discharge Service Zone N/A
General Condition Notes Good Condition
Figure 148: El Cerrito PRS
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Liberty PRS
The Liberty PRS is located near the intersection of Liberty Avenue and Washington Street at an elevation of 956 feet. The PRS was constructed in 2003, and the outlet is connected to Zone 1060. The pressure inlet is approximately 120 psi, and the outlet pressure is set to 75, 67, and 90 psi using 4-inch, 8-inch, and 6-inch valves, respectively.

Table 84
PRS Liberty
Type PRS
Location Liberty Ave. & Washington St.

Construction Date 2003
Suction Service Zone Zone 1220
Discharge Service Zone N/A
General Condition Notes Good Condition
Cajalco PRS
The Cajalco PRS is located near the intersection of Temescal Canyon Road and Cajalco Road at an elevation of 816 feet. The PRS was constructed in 2011, and the outlet is connected to Zone 1136. The pressure inlet is approximately 181 psi, and the outlet pressure is set to 76, 90, and 125 psi using 3-inch, 10-inch, and 4-inch valves, respectively. The station is supported by four steel supports mounted to a concrete footing. A metal bar fence surrounds the PRS. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs or corrosion Table 85
PRS Cajalco
Type PRS
Location Temescal Canyon Rd. & Cajalco Rd
Construction Date 2011
Suction Service Zone Zone 1220
Discharge Service Zone Zone 1136
General Condition Notes Good Condition
Figure 149: Cajalco PRS
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East Temescal Canyon PRS
The East Temescal Canyon PRS is located near the intersection of Temescal Canyon Road and Dos Lagos Drive at an elevation of 860 feet. The PRS was constructed in 2005, and the outlet is connected to Zone 1136. The pressure inlet is approximately 154 psi, and the outlet pressure is set to 118, 118, and 128 psi using 6-inch, 12-inch, and 6-inch valves, respectively. The station is supported by four steel supports mounted to a concrete footing. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs or corrosion Table 86
PRS East Temescal Canyon
Type PRS
Location Temescal Canyon Rd. & Dos Lagos Dr.

Construction Date 2005
Suction Service Zone Zone 1220
Discharge Service Zone Zone 1136
General Condition Notes Good Condition
Figure 150: East Temescal Canyon
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Eagle Glen PRS
The Eagle Glen PRS is located within the Eagle Glen Pump Station at 4255 Eagle Glen Parkway at an elevation of 1132 feet. The PRS was constructed in 1999, and the outlet is connected to Zone 1136. The pressure inlet is approximately 30 psi using 4-inch, 8-inch, and 5-inch valves. A concrete pedestal and two steel supports on concrete pedestals support the station. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs or corrosion.

Table 87
PRS Eagle Glen
Type PRS
Location 4255 Eagle Glen Parkway
Construction Date 1999
Suction Service Zone Zone 1380
Discharge Service Zone Zone 1220
General Condition Notes Good Condition
Figure 151: Eagle Glen PRS
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Mountain Gate PRS
The Mountain Gate PRS is located at the intersection of Mountain Gate Drive and Upper Drive at an elevation of 1135 feet. The PRS was constructed in 2011, and the outlet is connected to Zone 1220. The pressure inlet is approximately 95 psi, and the outlet pressure is set to 35, 30, and 45 psi using 4-inch, 8- inch, and 4-inch valves, respectively. The station is supported by four steel supports on the concrete footing. In addition, the PRS is protected by a steel bar fence. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 88
PRS Mountain Gate
Type PRS
Location Mountain Gate Dr. & Upper Dr.

Construction Date 2011
Suction Service Zone Zone 1380
Discharge Service Zone Zone 1220
General Condition Notes Good Condition
Figure 152: Mountain Gate PRS
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Sonrisa PRS
The Sonrisa PRS is located near the intersection of Pacific Road and Sonrisa Drive at an elevation of 1132 feet. The PRS was constructed in 2010, and the outlet is connected to Zone 1250. There is no pressure gauge at the station. Instead, the outlet pressure is set to 55 and 50 psi using 2-inch and 6-inch valves.

The station is set on a concrete pedestal and protected by a metal cover. Based on a visual inspection, the station does not show any signs of damage. However, there appears to be some corrosion within the station.

Table 89
PRS Sonrisa
Type PRS
Location Pacific Rd. & Sonrisa Dr.

Construction Date 2010
Suction Service Zone Zone 1380
Discharge Service Zone Zone 1250
General Condition Notes Good Condition
Photo 1 Sonrisa PRS
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Orange Heights PRS
The Orange Heights PRS is located at the intersection of South Main Street and West Orange Heights Lane at an elevation of 1250 feet. The PRS was constructed in 2006, and the outlet is connected to Zone 1480.

The pressure inlet is approximately 105 psi, and the outlet pressure is set to 100 and 86 psi using 4-inch and 8-inch valves, respectively. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 90
PRS Orange Height
Type PRS
Location S Main St. & W Orange Heights Ln.

Construction Date 2006
Suction Service Zone Zone 1640
Discharge Service Zone Zone 1480
General Condition Notes Good Condition
Figure 152: Orange Height PRS
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White Mountain PRS
The White Mountain PRS is located at the intersection of Valencia Road and White Mountain Circle at an elevation of 1290 feet. The PRS was constructed in 2003, and the outlet is connected to Zone 1380. The pressure inlet is approximately 160 psi, and the outlet pressure is set to 102, 90, and 166 psi using 4-inch, 8-inch, and 4-inch valves, respectively.

Table 91
PRS White Mountain
Type PRS
Location Valencia Rd. & White Mountain Ci.

Construction Date 2003
Suction Service Zone Zone 1640
Discharge Service Zone Zone 1380
General Condition Notes Good Condition
Main & Olive PRS
The Main and Olive PRS is located at 1301 South Main Street. The pressure inlet is approximately 125 psi, and the outlet pressure is set to 50 and 42 psi using 4-inch and 6-inch valves, respectively.

Table 92
PRS Main & Olive
Type PRS
Location 1301 S. Main St.

Construction Date N/A
Suction Service Zone Zone 1060
Discharge Service Zone N/A
General Condition Notes Good Condition
Magnolia PRS
The Magnolia PRS is located at the intersection of Magnolia Ave and Leeson Lane at an elevation of 754 feet. The PRS is connected to Zone 920. The pressure inlet is approximately 140 psi, and outlet pressure is set to 57, 46, and 70 psi using 10-inch, 8-inch, and 6-inch valves, respectively.

Table 93
PRS Magnolia
Type PRS
Location Magnolia Ave. and Leeson Ln.

Construction Date 2011
Suction Service Zone Zone 1060
Discharge Service Zone Zone 920
General Condition Notes Good Condition
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Sierra Bella (East) PRS
The Sierra Bella (East) PRS is located near the intersection of Sierra Bella Drive and Pele Way at an elevation of 1011 feet. The PRS outlet is connected to Zone 1220. The PRS was constructed in 2017, with improvements made in 2024. The outlet pressure is set to 93 and 78 psi using 4-inch and 8-inch valves, respectively.

Table 95
PRS Sierra Bella (East)
Type PRS
Location Sierra Bella Drive and Pele Way
Construction Date 2017
Suction Service Zone Zone 1380
Discharge Service Zone Zone 1220
General Condition Notes Good Condition
Sierra Bella (West) PRS
The Sierra Bella (West) PRS is located at 2700 Hidden Hills Way. The PRS outlet is connected to Zone 1220.

The PRS was constructed in 2017, with improvements made in 2024. The outlet pressure is set to 80 and 72 psi using 4-inch and 8-inch valves, respectively.

Table 96
PRS Sierra Bella (West)
Type PRS
Location 2700 Hidden Hills Way
Construction Date 2017
Suction Service Zone Zone 1380
Discharge Service Zone Zone 1220
General Condition Notes Good Condition
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Section 9
Flow Control Valves
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141
Dominguez Ranch FCV
The Dominguez Ranch FCV is located near the intersection of Green River Road and Dominguez Ranch Road. This FCV is an 8-inch Cla-Val at an elevation of 516 ft. The flow control valve has an upstream HGL of 905 ft and a downstream HGL of 725 ft.

Table 97
FCV Dominguez Ranch
Type FCV
Location Green River Road and Dominguez Ranch Road
Construction Date N/A
Suction Service Zone Zone 905
Discharge Service Zone Zone 725
General Condition Notes Good Condition
Figure 153: Dominguez Ranch FCV
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Garretson Zone 3 FCV
The Garretson Zone 3 FCV is located near the intersection of E Ontario Avenue and Magnolia Avenue. This FCV is a 12-inch Cla-Val at an elevation of 916 ft. The flow control valve has an upstream HGL of 1060 ft and a downstream HGL of 905 ft.

Table 98
FCV Garretson Zone 3
Type FCV
Location Ontario Ave and Magnolia Ave
Construction Date N/A
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 154: Garretson Z-3 FCV
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Garretson Zone 2 FCV
The Garretson Zone 2 FCV is located near E Ontario Avenue and Magnolia Avenue. This FCV is a 16-inch Cla-Val at an elevation of 910 ft. The flow control valve has an upstream HGL of 1060 ft and a downstream HGL of 905 ft.

Table 99
FCV Garretson Zone 2
Type FCV
Location Ontario Ave and Magnolia Ave
Construction Date N/A
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 155: Garretson Z-2 FCV
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Mangular Blend FCV
The Mangular Blend FCV is located near Ontario Avenue and Mangular Avenue. This FCV is a 10-inch ClaVal at an elevation of 900 ft. The flow control valve has an upstream HGL of 1060 ft and a downstream HGL of 905 ft.

Table 100
FCV Mangular Blend
Type FCV
Location Ontario Ave and Mangular Ave
Construction Date N/A
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
R-3 FCV
The R-3 Reservoir FCV is located at Garretson Avenue, between Monterey Road and Beatrice Drive. This FCV is currently out of service. It is a 10-inch Cla-Val at an elevation of 880 ft. The flow control valve has an upstream HGL of 1060 ft and a downstream HGL of 905 ft.

Table 101
FCV R-3
Type FCV
Location Garretson Ave, between Monterey Rd and Beatrice Dr Construction Date N/A
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Poor Condition
Figure 156: R-3 FCV
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Eagle Glen FCV
The Eagle Glen FCV is located near the intersection of Vandagriff Way and Fairway Drive. The FCV consists of an 8-inch Cla-Val at an elevation of 1132 ft. The flow control valve has an upstream HGL of 1380 ft and a downstream HGL of 1220 ft.

Table 102
FCV Eagle Glen
Type FCV
Location Vandagriff Way and Fairway Drive intersection
Construction Date N/A
Suction Service Zone Zone 1380
Discharge Service Zone Zone 1220
General Condition Notes Good Condition
Figure 157: Eagle Glen FCV
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Lester Zone 5 FCV
The Lester Zone 5 FCV is located near the intersection of Eagle Glen Parkway and Bedford Canyon Road.

This FCV is a 16-inch Flowserve Valve at an elevation of 930 ft. The flow control valve has an upstream HGL of 1500 ft and a downstream HGL of 1380 ft.

Table 103
FCV Lester Zone 5
Type FCV
Location Eagle Glen Parkway and Bedford Canyon Rd
Construction Date N/A
Suction Service Zone Zone 1500
Discharge Service Zone Zone 1380
General Condition Notes Good Condition
Lester Zone 4 FCV
The Lester Zone 4 FCV is located near the intersection of Eagle Glen Parkway and Bedford Canyon Road.

This FCV is a 12-inch Limitorque Valve at an elevation of 930 ft. The flow control valve has an upstream HGL of 1500 ft and a downstream HGL of 1220 ft.

Table 104
FCV Lester Zone 4
Type FCV
Location Eagle Glen Parkway and Bedford Canyon Rd
Construction Date N/A
Suction Service Zone Zone 1500
Discharge Service Zone Zone 1220
General Condition Notes Good Condition
Figure 158: Lester Z-4 FCS
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147
Lester Zone 3 FCV
The Lester Zone 3 FCV is located near the intersection of Eagle Glen Parkway and Bedford Canyon Rd. This FCV is a 12-inch Bayley Valve at an elevation of 930 ft. The flow control valve has an upstream HGL of 1500 ft and a downstream HGL of 1060 ft.

Table 105
FCV Lester Zone 3
Type FCV
Location Eagle Glen Parkway and Bedford Canyon Rd
Construction Date N/A
Suction Service Zone Zone 1500
Discharge Service Zone Zone 1060
General Condition Notes Good Condition
Nicholas FCV
The Nicholas FCV is located near Green River Rd and Nicholas Plaza. This FCV is an 8-inch Cla-Val valve at an elevation of 708 ft. The flow control valve has an upstream HGL of 1060 ft and a downstream HGL of 725 ft.

Table 106
FCV Nicholas
Type FCV
Location Green River Rd and Nicholas Plaza
Construction Date N/A
Suction Service Zone Zone 1060
Discharge Service Zone Zone 725
General Condition Notes Good Condition
Figure 159: Lester Z-3 FCS
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
148
Bedford Canyon FCV
The Bedford Canyon FCV is located near the intersection of Eagle Glen Parkway and Bedford Canyon Road.

This FCV is a 4-inch Cla-Val valve at an elevation of 930 ft. The flow control valve has an upstream HGL of 1500 ft and a downstream HGL of 1380 ft.

Table 107
FCV Bedford Canyon
Type FCV
Location Eagle Glen Parkway and Bedford Canyon Rd
Construction Date N/A
Suction Service Zone Zone 1500
Discharge Service Zone Zone 1380
General Condition Notes Good Condition
Promenade Park FCV
The Promenade Park FCV is located near Promenade Avenue and Ruth Circle. This FCV is a 12-inch valve.

Table 108
FCV Promenade Park
Type FCV
Location Promenade Ave and Ruth Circle
Construction Date N/A
Suction Service Zone N/A
Discharge Service Zone N/A
General Condition Notes Good Condition
CW22 @ Well 22 FCV
The CW22 FCV is located near the intersection of 5th St and Sierra Vista. This FCV is an 8-inch valve.

Table 109
FCV CW22 @ Well 22
Type FCV
Location 5
th St and Sierra Vista
Construction Date N/A
Suction Service Zone N/A
Discharge Service Zone N/A
General Condition Notes Good Condition
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
149
Sampson FCV
The Sampson FCV is located near Corporate Terrace Street and Sampson Avenue. This FCV is a 12-inch Cla-Val valve with an elevation of 643 ft. The flow control valve has an upstream HGL of 1060 ft and a downstream HGL that can vary between 1020 and 905, depending on the zone that requires additional flow.

Table 110
FCV Sampson
Type FCV
Location Corporate Terrace St and Sampson Ave
Construction Date N/A
Suction Service Zone 1060
Discharge Service Zone Zone 905/1020
General Condition Notes Good Condition
Figure 160: Sampson FCS
City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
150
Home Garden FCV
The Home Garden FCV is located near the intersection of Temescal Street and Estelle Street. This FCV is a 6-inch Cla-Val valve.

Table 111
FCV Home Garden
Type FCV
Location Temescal St and Estelle St
Construction Date N/A
Suction Service Zone Zone 720
Discharge Service Zone Home Garden
General Condition Notes Good Condition

Appendix H
Deficient Pipelines within Areas of
Concern

Area of Concern: Coronita (Unincorporated)
Table 1– Summary of Coronita Pipeline Diameters Less than 8 Inches DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 BURNING TREE DR ACP 1963 105.05 WDWM6333
4 ST ANDREWS ACP 1975 99.92 WDWM6334
4 OAKMONT ACP 1975 129.94 WDWM6335
4 BROADMOOR ACP 1975 85.00 WDWM6336
4 PEBBLE BEACH ACP 1975 90.01 WDWM6337
4 HUMMINGBIRD LN ACP 1962 1456.56 WDWM6338
4 CHERRY HILLS ACP 1963 128.01 WDWM6339
4 SUGAR LN ACP 1962 157.75 WDWM6340
4 BUTTERNUT LN ACP 1962 250.33 WDWM6341
4 POPLAR LN ACP 1962 261.53 WDWM6342
4 BALSAM LN ACP 1962 342.27 WDWM6343
6 COLONIAL DR ACP 1963 203.68 WDWM3787
6 KNOLLWOOD DR ACP 1963 452.14 WDWM3788
6 NORTHMOOR DR ACP 1963 270.88 WDWM3789
6 COLONIAL DR ACP 1963 131.01 WDWM3794
6 MONTEREY PENINSULA ACP 1963 925.87 WDWM3795
6 PINE CREST DR ACP 1963 1449.35 WDWM3801
6 BURNING TREE DR ACP 1963 1376.68 WDWM3802
6 MONTEREY PENINSULA DR ACP 1963 251.72 WDWM3803
6 MONTEREY PENINSULA DR ACP 1963 690.52 WDWM3804
6 MONTEREY PENINSULA DR ACP 1963 541.83 WDWM3805
6 VIA JOSEFA ACP 1962 242.68 WDWM3809
6 RIDGEVIEW TERR ACP 1962 255.75 WDWM3812
6 RIDGEVIEW TERRACE ACP 1962 283.38 WDWM3813
6 RIDGEVIEW TERRACE ACP 1962 257.60 WDWM3814
6 RIDGEVIEW TERRACE ACP 1962 265.40 WDWM3815
6 RIDGEVIEW TERRACE ACP 1962 216.91 WDWM3816
6 RIDGEVIEW TERRACE ACP 1962 764.47 WDWM3817
6 VIA SANTIAGO STL 1956 66.12 WDWM3819
6 EASEMENT ACP 1962 321.84 WDWM3820
6 RIDGEVIEW TERRACE ACP 1962 30.44 WDWM3821
6 VIA BERNARDO ACP 1973 821.05 WDWM3832
6 VIA BERNARDO ACP 1973 19.83 WDWM3837
6 VIA DEL RIO ACP 1960 142.00 WDWM4518
6 VIA DEL RIO ACP 1960 428.78 WDWM4519
6 RANCHO CORONA DR ACP 1978 1136.77 WDWM5055
6 NORTHMOOR DR ACP 1963 288.94 WDWM3790
6 NORTHMOOR DR ACP 1963 282.57 WDWM3791
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 NORTHMOOR DR ACP 1963 309.39 WDWM3792
6 NORTHMOOR DR ACP 1963 574.64 WDWM3793
6 MONTEREY PENINSULA DR ACP 1963 817.10 WDWM3796
6 VIA MARCOS ACP 1987 291.17 WDWM5199
6 BRAE BURN DR ACP 1963 8.84 WDWM6179
6 VIA JOSEFA ACP 1987 672.62 WDWM5194
6 VIA DEL RIO ACP 1987 6.02 WDWM5195
6 VIA DEL RIO ACP 1987 309.81 WDWM5196
6 VIA DEL RIO ACP 1986 343.83 WDWM5512
6 VIA DEL RIO ACP 1986 754.43 WDWM5514
6 VIA JOSEFA ACP 1962 10.94 WDWM3809
6 VIA SANTIAGO STL 1956 10.92 WDWM3819
6 VIA SANTIAGO STL 1956 11.34 WDWM3818
Table 2– Summary of Coronita Pipeline Materials Using AC & SP Pipe DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 BURNING TREE DR AC 1963 105.05 WDWM6333
4 ST ANDREWS AC 1975 99.92 WDWM6334
4 OAKMONT AC 1975 129.94 WDWM6335
4 BROADMOOR AC 1975 85.00 WDWM6336
4 PEBBLE BEACH AC 1975 90.01 WDWM6337
4 HUMMINGBIRD LN AC 1962 1456.56 WDWM6338
4 CHERRY HILLS AC 1963 128.01 WDWM6339
4 SUGAR LN AC 1962 157.75 WDWM6340
4 BUTTERNUT LN AC 1962 250.33 WDWM6341
4 POPLAR LN AC 1962 261.53 WDWM6342
4 BALSAM LN AC 1962 342.27 WDWM6343
6 COLONIAL DR AC 1963 203.68 WDWM3787
6 KNOLLWOOD DR AC 1963 452.14 WDWM3788
6 NORTHMOOR DR AC 1963 270.88 WDWM3789
6 COLONIAL DR AC 1963 131.01 WDWM3794
6 MONTEREY PENINSULA AC 1963 925.87 WDWM3795
6 PINE CREST DR AC 1963 1449.35 WDWM3801
6 BURNING TREE DR AC 1963 1376.68 WDWM3802
6 MONTEREY PENINSULA DR AC 1963 251.72 WDWM3803
6 MONTEREY PENINSULA DR AC 1963 690.52 WDWM3804
6 MONTEREY PENINSULA DR AC 1963 541.83 WDWM3805
6 RIDGEVIEW TERR AC 1962 255.75 WDWM3812
6 RIDGEVIEW TERRACE AC 1962 283.38 WDWM3813
6 RIDGEVIEW TERRACE AC 1962 257.60 WDWM3814
6 RIDGEVIEW TERRACE AC 1962 265.40 WDWM3815
6 RIDGEVIEW TERRACE AC 1962 216.91 WDWM3816
6 RIDGEVIEW TERRACE AC 1962 764.47 WDWM3817
6 VIA SANTIAGO SP 1956 66.12 WDWM3819
6 EASEMENT AC 1962 321.84 WDWM3820
6 RIDGEVIEW TERRACE AC 1962 30.44 WDWM3821
6 VIA BERNARDO AC 1973 821.05 WDWM3832
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 VIA BERNARDO AC 1973 19.83 WDWM3837
6 VIA DEL RIO AC 1960 142.00 WDWM4518
6 VIA DEL RIO AC 1960 428.78 WDWM4519
6 RANCHO CORONA DR AC 1978 1136.77 WDWM5055
6 NORTHMOOR DR AC 1963 288.94 WDWM3790
6 NORTHMOOR DR AC 1963 282.57 WDWM3791
6 NORTHMOOR DR AC 1963 309.39 WDWM3792
6 NORTHMOOR DR AC 1963 574.64 WDWM3793
6 MONTEREY PENINSULA DR AC 1963 817.10 WDWM3796
6 VIA MARCOS AC 1987 291.17 WDWM5199
6 BRAE BURN DR AC 1963 8.84 WDWM6179
6 VIA JOSEFA AC 1987 672.62 WDWM5194
6 VIA DEL RIO AC 1987 6.02 WDWM5195
6 VIA DEL RIO AC 1987 309.81 WDWM5196
6 VIA DEL RIO AC 1986 343.83 WDWM5512
6 VIA DEL RIO AC 1986 754.43 WDWM5514
6 VIA SANTIAGO SP 1956 10.92 WDWM3819
6 VIA SANTIAGO AC 1956 11.34 WDWM3818
8 PASEO GRANDE AC 1977 9.35 WDWM2351
8 PASEO GRANDE AC 1977 423.82 WDWM3798
8 MOUNTAIN DR AC 1963 1120.25 WDWM3822
8 VIA SANTIAGO AC 1968 577.77 WDWM3833
8 VIA DEL RIO AC 1960 161.52 WDWM3836
8 VIA SANTIAGO AC 1968 182.18 WDWM3838
8 MONTEREY PENINSULA DR AC 1963 293.79 WDWM4520
8 MONTERRY PENINSULA DR AC 1963 337.36 WDWM4521
8 LAS POSAS RD AC 1977 1472.13 WDWM3799
8 PASEO GRANDE AC 1977 134.52 WDWM5106
8 PASEO GRANDE AC 1977 652.48 WDWM6178
8 PASEO GRANDE AC 1977 598.12 WDWM6180
8 PINE CREST DR AC 1963 287.69 WDWM7109
8 PASEO GRANDE AC 1977 207.34 WDWM7962
8 VIA SANTIAGO AC 1987 68.30 WDWM5193
8 VIA SANTIAGO AC 1987 301.98 WDWM5200
8 VIA SANTIAGO AC 1987 291.84 WDWM5201
8 VIA SANTIAGO AC 1987 316.53 WDWM5513
8 VIA SANTIAGO AC 1987 452.44 WDWM6500
12 PALISADES DR AC 1986 1055.24 WDWM10394
Table 3 – Summary of Coronita Pipeline Install Years
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 12 PASEO GRANDE CMLC 1946 19.15 WDWM3823
12 PASEO GRANDE CMLC 1946 11.54 WDWM3824
12 PASEO GRANDE CMLC 1946 12.52 WDWM3834
12 PASEO GRANDE DIP 1946 213.98 WDWM3835
12 PASEO GRANDE CMLC 1946 37.79 WDWM4873
12 PASEO GRANDE CMLC 1946 1318.51 WDWM4874
12 PASEO GRANDE DIP 1946 1.00 WDWM3835
12 PASEO GRANDE DIP 1946 238.14 WDWM3835
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 12 PASEO GRANDE DIP 1946 1.61 WDWM3835
12 PASEO GRANDE DIP 1946 63.52 WDWM3835
6 VIA SANTIAGO SP 1956 66.12 WDWM3819
6 VIA SANTIAGO SP 1956 10.92 WDWM3819
6 VIA SANTIAGO AC 1956 11.34 WDWM3818
6 VIA DEL RIO AC 1960 142.00 WDWM4518
6 VIA DEL RIO AC 1960 428.78 WDWM4519
8 VIA DEL RIO AC 1960 161.52 WDWM3836
4 HUMMINGBIRD LN AC 1962 1456.56 WDWM6338
4 SUGAR LN AC 1962 157.75 WDWM6340
4 BUTTERNUT LN AC 1962 250.33 WDWM6341
4 POPLAR LN AC 1962 261.53 WDWM6342
4 BALSAM LN AC 1962 342.27 WDWM6343
6 VIA JOSEFA PVC 1962 242.68 WDWM3809
6 RIDGEVIEW TERR AC 1962 255.75 WDWM3812
6 RIDGEVIEW TERRACE AC 1962 283.38 WDWM3813
6 RIDGEVIEW TERRACE AC 1962 257.60 WDWM3814
6 RIDGEVIEW TERRACE AC 1962 265.40 WDWM3815
6 RIDGEVIEW TERRACE AC 1962 216.91 WDWM3816
6 RIDGEVIEW TERRACE AC 1962 764.47 WDWM3817
6 EASEMENT AC 1962 321.84 WDWM3820
6 RIDGEVIEW TERRACE AC 1962 30.44 WDWM3821
6 VIA JOSEFA PVC 1962 10.94 WDWM3809
4 BURNING TREE DR AC 1963 105.05 WDWM6333
4 CHERRY HILLS AC 1963 128.01 WDWM6339
6 COLONIAL DR AC 1963 203.68 WDWM3787
6 KNOLLWOOD DR AC 1963 452.14 WDWM3788
6 NORTHMOOR DR AC 1963 270.88 WDWM3789
6 COLONIAL DR AC 1963 131.01 WDWM3794
6 MONTEREY PENINSULA AC 1963 925.87 WDWM3795
6 PINE CREST DR AC 1963 1449.35 WDWM3801
6 BURNING TREE DR AC 1963 1376.68 WDWM3802
6 MONTEREY PENINSULA DR AC 1963 251.72 WDWM3803
6 MONTEREY PENINSULA DR AC 1963 690.52 WDWM3804
6 MONTEREY PENINSULA DR AC 1963 541.83 WDWM3805
6 NORTHMOOR DR AC 1963 288.94 WDWM3790
6 NORTHMOOR DR AC 1963 282.57 WDWM3791
6 NORTHMOOR DR AC 1963 309.39 WDWM3792
6 NORTHMOOR DR AC 1963 574.64 WDWM3793
6 MONTEREY PENINSULA DR AC 1963 817.10 WDWM3796
6 BRAE BURN DR AC 1963 8.84 WDWM6179
8 MOUNTAIN DR AC 1963 1120.25 WDWM3822
8 MONTEREY PENINSULA DR AC 1963 293.79 WDWM4520
8 MONTEREY PENINSULA DR AC 1963 337.36 WDWM4521
8 PINE CREST DR AC 1963 287.69 WDWM7109
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 RIDGEVIEW TERR CMLC 1963 7.04 WDWM3810
10 RIDGEVIEW TERR PVC 1963 190.34 WDWM3811
10 RIDGEVIEW TERR PVC 1963 25.38 WDWM3811
10 RIDGEVIEW TERR PVC 1963 146.36 WDWM3811
8 VIA SANTIAGO AC 1968 577.77 WDWM3833
8 VIA SANTIAGO AC 1968 182.18 WDWM3838
6 VIA BERNARDO AC 1973 821.05 WDWM3832
6 VIA BERNARDO AC 1973 19.83 WDWM3837
4 ST ANDREWS AC 1975 99.92 WDWM6334
4 OAKMONT AC 1975 129.94 WDWM6335
4 BROADMOOR AC 1975 85.00 WDWM6336
4 PEBBLE BEACH AC 1975 90.01 WDWM6337
8 PASEO GRANDE AC 1977 9.35 WDWM2351
8 PASEO GRANDE AC 1977 423.82 WDWM3798
8 LAS POSAS RD AC 1977 1472.13 WDWM3799
8 PASEO GRANDE AC 1977 134.52 WDWM5106
8 PASEO GRANDE AC 1977 652.48 WDWM6178
8 PASEO GRANDE AC 1977 598.12 WDWM6180
8 PASEO GRANDE AC 1977 207.34 WDWM7962
16 SERFAS CLUB DR DIP 1977 265.71 WDWM10392
16 SERFAS CLUB DR DIP 1977 134.81 WDWM10393
6 RANCHO CORONA DR AC 1978 1136.77 WDWM5055
6 VIA DEL RIO AC 1986 343.83 WDWM5512
6 VIA DEL RIO AC 1986 754.43 WDWM5514
12 PALISADES DR AC 1986 1055.24 WDWM10394
16 PASEO GRANDE DIP 1986 1384.57 WDWM9699
16 PASEO GRANDE DIP 1986 786.94 WDWM9932
16 SERFAS CLUB DR DIP 1986 510.66 WDWM10550
16 SERFAS CLUB DR DIP 1986 50.34 WDWM10560
6 VIA MARCOS AC 1987 291.17 WDWM5199
6 VIA JOSEFA AC 1987 672.62 WDWM5194
6 VIA DEL RIO AC 1987 6.02 WDWM5195
6 VIA DEL RIO AC 1987 309.81 WDWM5196
8 VIA SANTIAGO AC 1987 68.30 WDWM5193
8 VIA SANTIAGO AC 1987 301.98 WDWM5200
8 VIA SANTIAGO AC 1987 291.84 WDWM5201
8 VIA SANTIAGO AC 1987 316.53 WDWM5513
8 VIA SANTIAGO AC 1987 452.44 WDWM6500
16 SERFAS CLUB DR PVC 1988 2.31 WDWM12279
16 SERFAS CLUB DR PVC 1988 740.63 WDWM12302
16 SERFAS CLUB DR DIP 1988 68.09 WDWM12352
16 SERFAS CLUB DR PVC 1988 4.06 WDWM12364
16 SERFAS CLUB DR PVC 1988 0.38 WDWM12410
16 SERFAS CLUB DR PVC 1988 503.95 WDWM12302
18 SERFAS CLUB DR PVC 1988 0.90 WDWM12303
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 18 SERFAS CLUB DR DIP 1988 9.03 WDWM12370
8 VIA ANTONIO PVC 1992 297.27 WDWM5197
8 VIA TRINIDAD PVC 1992 461.11 WDWM5198
8 VIA ANTONIO PVC 1992 301.33 WDWM5202
12 FRONTAGE RD DIP 1997 3.09 WDWM12351
8 SAN FELIPE PVC 1999 1163.60 WDWM1308
8 PINE CREST DR PVC 1999 1457.07 WDWM1444
8 EASEMENT PVC 1999 374.42 WDWM7618
8 EASEMENT PVC 1999 285.45 WDWM7620
8 EASEMENT DIP 1999 5.99 WDWM7620
8 VIA BERNARDO PVC 2001 1583.07 WDWM1282
8 EASEMENT PVC 2001 232.79 WDWM7617
8 EASEMENT PVC 2001 352.73 WDWM7633
8 SERFAS CLUB DR PVC 2001 8.54 WDWM12305
8 SERFAS CLUB DR PVC 2001 15.82 WDWM12627
12 SERFAS CLUB DR PVC 2001 517.65 WDWM1292
12 SERFAS CLUB DR PVC 2001 22.23 WDWM1293
12 PASEO GRANDE PVC 2001 101.21 WDWM1768
12 SERFAS CLUB DR PVC 2001 825.32 WDWM7110
12 SERFAS CLUB DR PVC 2001 191.87 WDWM7615
12 SERFAS CLUB DR PVC 2001 4.05 WDWM7615
16 VIA DEL RIO DIP 2001 3841.94 WDWM10153
16 PASEO GRANDE DIP 2001 1251.28 WDWM10215
16 VIA DEL RIO DIP 2001 386.55 WDWM10216
16 PINE CREST DR DIP 2001 3194.57 WDWM10291
16 SERFAS CLUB DR DIP 2001 2262.79 WDWM10292
8 BRAEBURN DR PVC 2008 584.86 WDWM1603
8 RANCHO CORONA DR DIP 2013 389.76 WDWM10591
18 SERFAS CLUB DR PVC 2015 6.39 WDWM12369
12 FRONTAGE RD CMLC 2017 990.80 WDWM12321
12 FRONTAGE RD CMLC 2017 440.97 WDWM12383
12 FRONTAGE RD CMLC 2017 0.19 WDWM12389
12 FRONTAGE RD CMLC 2017 780.59 WDWM12321
12 FRONTAGE RD CMLC 2017 849.12 WDWM12321
Area of Concern: Temescal Valley
Table 4– Summary of Temescal Valley Pipeline Diameters Less than 8 Inches DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 TEMESCAL CYN RD SP 1978 194.14 WDWM2844
4 UNKNOWN PVC 1999 531.06 WDWM1711
4 UNKNOWN PVC 1985 10.43 WDWM6242
4 UNKNOWN PVC 1985 135.60 WDWM6272
4 UNKNOWN PVC 1985 128.20 WDWM6273
4 UNKNOWN PVC 1985 134.40 WDWM6274
4 UNKNOWN PVC 1985 109.05 WDWM6275
4 UNKNOWN SP 1985 92.99 WDWM6276
4 UNKNOWN SP 1985 59.72 WDWM6277
4 FOSTER RD SP 1985 103.32 WDWM6278
4 UNKNOWN SP 1978 263.10 WDWM6279
4 EASEMENT SP 1978 155.84 WDWM6319
4 UNKNOWN CMLC 1978 71.04 WDWM6320
4 UNKNOWN CMLC 1978 226.23 WDWM10087
4 UNKNOWN PVC 1978 432.22 WDWM10217
6 FOSTER RD PVC 1985 321.56 WDWM2833
6 DIAL WY AC 1963 166.68 WDWM2838
6 UNKNOWN AC 1963 191.83 WDWM2841
6 DIAL WY PVC 1985 1161.93 WDWM2834
6 DIAL WY PVC 1985 179.77 WDWM2835
6 DIAL WY PVC 1985 227.26 WDWM2836
6 DIAL WY PVC 1985 245.79 WDWM2837
6 UNKNOWN PVC 1985 100.89 WDWM2839
6 UNKNOWN PVC 1985 303.84 WDWM2840
6 UNKNOWN AC 1977 1691.57 WDWM3309
6 UNKNOWN CMLC 1985 377.97 WDWM6143
6 UNKNOWN PVC 1993 43.01 WDWM6771
6 UNKNOWN CMLC 1997 304.46 WDWM9557
6 TEMESCAL CYN RD CMLC 1985 28.73 WDWM10645
6 UNKNOWN CMLC 1985 85.54 WDWM10646
Table 5—Summary of Temescal Valley Pipeline Materials Using AC & SP Pipe DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 TEMESCAL CYN RD SP 1978 194.14 WDWM2844
8 UNKNOWN AC 1978 20.37 WDWM2845
8 UNKNOWN AC 1978 7.94 WDWM3692
4 UNKNOWN SP 1985 92.99 WDWM6276
4 UNKNOWN SP 1985 59.72 WDWM6277
4 FOSTER RD SP 1985 103.32 WDWM6278
4 UNKNOWN SP 1978 263.10 WDWM6279
4 EASEMENT SP 1978 155.84 WDWM6319
8 WEIRICK RD AC 1978 1179.01 WDWM6144
6 DIAL WY AC 1963 166.68 WDWM2838
6 UNKNOWN AC 1963 191.83 WDWM2841
6 UNKNOWN AC 1977 1691.57 WDWM3309
8 WEIRICK RD AC 1978 119.00 WDWM7075
8 WEIRICK RD AC 1978 721.28 WDWM7076
8 UNKNOWN AC 1978 47.16 WDWM9281
8 EASEMENT AC 1978 54.04 WDWM9282
8 UNKNOWN AC 1978 23.14 WDWM9283
8 EASEMENT AC 1978 28.00 WDWM9284
8 UNKNOWN AC 1978 899.01 WDWM9285
8 EASEMENT AC 1978 222.93 WDWM9286
8 UNKNOWN AC 1978 332.20 WDWM9287
8 EASEMENT AC 1978 1904.91 WDWM9288
8 EASEMENT AC 1978 4.16 WDWM9765
10 SUMMERHILL LN AC 1994 408.06 WDWM7074
Table 6– Summary of Temescal Valley Pipeline Install Years DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 DIAL WY AC 1963 166.7 WDWM2838
6 UNKNOWN AC 1963 191.8 WDWM2841
6 UNKNOWN AC 1977 1691.6 WDWM3309
8 TEMESCAL CYN RD CMLC 1978 204.8 WDWM2842
8 TEMESCAL CYN RD CMLC 1978 175.8 WDWM2843
2 TEMESCAL CYN RD SP 1978 194.1 WDWM2844
8 UNKNOWN AC 1978 20.4 WDWM2845
8 UNKNOWN AC 1978 7.9 WDWM3692
4 UNKNOWN SP 1978 263.1 WDWM6279
4 EASEMENT SP 1978 155.8 WDWM6319
4 UNKNOWN CMLC 1978 71.0 WDWM6320
8 WEIRICK RD AC 1978 1179.0 WDWM6144
4 UNKNOWN CMLC 1978 226.2 WDWM10087
4 UNKNOWN PVC 1978 432.2 WDWM10217
8 WEIRICK RD AC 1978 119.0 WDWM7075
8 WEIRICK RD AC 1978 721.3 WDWM7076
8 UNKNOWN AC 1978 47.2 WDWM9281
8 EASEMENT AC 1978 54.0 WDWM9282
8 UNKNOWN AC 1978 23.1 WDWM9283
18 TEMESCAL CYN RD CMLC 1978 13.6 WDWM9278
18 TEMESCAL CYN RD CMLC 1978 8564.9 WDWM9279
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 18 GLEN IVY RD CMLC 1978 52.5 WDWM9280
8 EASEMENT AC 1978 28.0 WDWM9284
8 UNKNOWN AC 1978 899.0 WDWM9285
8 EASEMENT AC 1978 222.9 WDWM9286
8 UNKNOWN AC 1978 332.2 WDWM9287
8 EASEMENT AC 1978 1904.9 WDWM9288
8 EASEMENT AC 1978 4.2 WDWM9765
18 GLEN IVY RD CMLC 1978 863.7 WDWM9291
8 EASEMENT CMLC 1978 27.0 WDWM9766
18 TEMESCAL CYN RD CMLC 1978 699.0 WDWM10647
18 TEMESCAL CYN RD CMLC 1978 238.0 WDWM10649
18 TEMESCAL CYN RD CMLC 1978 524.1 WDWM10650
18 TEMESCAL CYN RD CMLC 1978 8029.1 WDWM10651
4 UNKNOWN PVC 1985 135.6 WDWM6272
4 UNKNOWN PVC 1985 128.2 WDWM6273
4 UNKNOWN PVC 1985 134.4 WDWM6274
4 UNKNOWN PVC 1985 109.0 WDWM6275
6 FOSTER RD PVC 1985 321.6 WDWM2833
4 UNKNOWN PVC 1985 10.4 WDWM6242
8 FOSTER RD PVC 1985 180.9 WDWM2831
8 FOSTER RD PVC 1985 148.2 WDWM2832
6 DIAL WY PVC 1985 1161.9 WDWM2834
6 DIAL WY PVC 1985 179.8 WDWM2835
6 DIAL WY PVC 1985 227.3 WDWM2836
6 DIAL WY PVC 1985 245.8 WDWM2837
6 UNKNOWN PVC 1985 100.9 WDWM2839
6 UNKNOWN PVC 1985 303.8 WDWM2840
4 UNKNOWN SP 1985 93.0 WDWM6276
4 UNKNOWN SP 1985 59.7 WDWM6277
6 UNKNOWN CMLC 1985 378.0 WDWM6143
4 FOSTER RD SP 1985 103.3 WDWM6278
6 TEMESCAL CYN RD CMLC 1985 28.7 WDWM10645
6 UNKNOWN CMLC 1985 85.5 WDWM10646
8 FOSTER RD PVC 1985 216.1 WDWM10648
6 UNKNOWN PVC 1993 43.0 WDWM6771
10 SUMMERHILL LN AC 1994 408.1 WDWM7074
8 KNABE RD PVC 1997 166.0 WDWM7795
6 UNKNOWN CMLC 1997 304.5 WDWM9557
14 UNKNOWN PVC 1998 473.9 WDWM9249
4 UNKNOWN PVC 1999 531.1 WDWM1711
14 EASEMENT PVC 1999 3487.3 WDWM9247
12 EASEMENT PVC 1999 472.5 WDWM9248
12 EASEMENT CMLC 1999 26.4 WDWM9408
12 EASEMENT CMLC 1999 34.0 WDWM9409
8 UNKNOWN DIP 2006 56.0 WDWM10644
12 WEIRICK RD PVC 2007 170.0 WDWM1515
12 WEIRICK RD PVC 2007 20.0 WDWM1516
12 WEIRICK RD PVC 2007 2.6 WDWM1517
12 KNABE RD PVC 2007 1216.0 WDWM1539
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 12 KNABE RD PVC 2007 20.1 WDWM1540
12 KNABE RD PVC 2007 804.9 WDWM1541
12 KNABE RD PVC 2007 161.5 WDWM1542
12 KNABE RD PVC 2007 240.1 WDWM1543
12 WEIRICK RD PVC 2007 308.6 WDWM1763
12 KNABE RD DIP 2007 41.6 WDWM6663
8 NOB HILL RD PVC 2007 44.0 WDWM6745
8 NOB HILL RD PVC 2007 77.7 WDWM6746
12 KNABE RD DIP 2007 35.7 WDWM7079
12 KNABE RD PVC 2007 200.6 WDWM7080
12 KNABE RD DIP 2007 36.8 WDWM7081
12 KNABE RD DIP 2007 33.8 WDWM7082
12 KNABE RD PVC 2007 607.2 WDWM7083
12 KNABE RD PVC 2007 60.4 WDWM7377
12 KNABE RD PVC 2007 360.2 WDWM7796
12 KNABE RD PVC 2007 18.4 WDWM9558
12 KNABE RD PVC 2007 35.9 WDWM9559
16 KNABE RD PVC 2007 406.1 WDWM9632
Area of Concern: El Cerrito (Unincorporated)
Table 7– Summary of El Cerrito Pipeline Diameters Less than 8 Inches DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 1 EASEMENT SP 1952 51.1 WDWM4982
1 EASEMENT SP 1952 237.9 WDWM4983
2 EASEMENT SP 1959 326.5 WDWM2816
2 EASEMENT SP 1959 38.8 WDWM2817
2 EASEMENT SP 1959 13.4 WDWM3280
2 HILLSIDE ST SP 1959 187.5 WDWM3734
2 GRAND VIEW ST SP 1959 202.3 WDWM4906
2 GRAND VIEW ST SP 1959 177.1 WDWM4907
2 CONSUL AVE SP 1959 207.9 WDWM4908
2 EASEMENT SP 1959 355.7 WDWM4932
2 GRAND VIEW ST SP 1959 171.1 WDWM4935
2 EASEMENT SP 1943 487.6 WDWM4981
2 EASEMENT SP 1969 237.4 WDWM4984
2 MINNESOTA RD SP 1955 486.8 WDWM7192
4 EASEMENT SP 1963 12.7 WDWM6243
4 EASEMENT SP 1963 11.5 WDWM6271
4 EASEMENT SP 1963 366.2 WDWM6280
4 ARCADIA ST CMLC 1958 10.4 WDWM6281
4 ARCADIA ST SP 1952 36.8 WDWM6282
4 ORANGE ST AC 1976 189.2 WDWM6283
4 EASEMENT AC 1973 338.0 WDWM6410
4 KATY ST AC 1997 333.7 WDWM6411
4 KATY ST AC 1974 13.7 WDWM6412
4 CORONITA ST CMLC 2008 250.9 WDWM6413
4 WASHINGTON ST AC 1964 508.5 WDWM6414
4 ARCADIA ST CMLC 1958 411.1 WDWM6415
4 CARMELITA AVE CMLC 1958 1719.7 WDWM6416
4 ARCADIA ST SP 1952 64.2 WDWM6417
4 ARCADIA ST SP 1952 11.1 WDWM6418
4 EASEMENT SP 1952 575.4 WDWM6419
4 JOLORA AVE CIPP 1969 279.4 WDWM6420
4 KATY ST AC 1997 15.0 WDWM6421
4 KATY ST AC 1997 7.4 WDWM6422
4 EASEMENT SP 1952 643.1 WDWM6423
4 ARCADIA ST SP 1952 16.8 WDWM6424
4 CARMELITA AVE AC 1991 118.8 WDWM7078
4 KATY ST AC 1956 484.9 WDWM7096
4 WILTON ST AC 1980 124.2 WDWM8877
4 PIUTE CREEK DR AC 1984 288.9 WDWM6311
4 BOX CYN RD AC 1984 1126.4 WDWM6312
4 CARMELITA AVE CMLC 1958 310.8 WDWM7077
4 UNKNOWN CMLC 2015 34.5 UNKNOWN
6 CALICO CIR AC 1980 337.4 WDWM2378
6 BOBBITT ST AC 1977 315.2 WDWM2385
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 EASEMENT AC 1997 158.0 WDWM2819
6 ENVOY AVE SP 1963 16.6 WDWM2821
6 ENVOY AVE SP 1963 643.0 WDWM2822
6 HILLSIDE ST AC 1964 318.2 WDWM2823
6 ENVOY AVE SP 1963 390.6 WDWM2826
6 ENVOY AVE SP 1963 444.6 WDWM2846
6 HILLSIDE ST AC 1964 329.0 WDWM2847
6 HILLSIDE ST AC 1964 331.4 WDWM2848
6 HILLSIDE ST AC 1964 14.8 WDWM2849
6 POPPY ST AC 1978 1045.4 WDWM2851
6 STATE ST AC 1976 192.8 WDWM2852
6 NEWTON ST AC 1976 298.0 WDWM2856
6 BOYD ST AC 1977 316.6 WDWM2859
6 CORONA ST AC 1964 23.2 WDWM2860
6 BOYD ST AC 1976 162.9 WDWM2861
6 CORONA ST AC 1964 647.3 WDWM2862
6 CORONA ST AC 1964 653.7 WDWM2863
6 BEDFORD CYN RD AC 1976 450.4 WDWM2864
6 BEDFORD CYN RD AC 1964 472.4 WDWM2865
6 EASEMENT AC 1976 299.4 WDWM2867
6 BEDFORD CYN RD AC 1964 8.7 WDWM2868
6 BEDFORD CYN RD AC 1980 22.4 WDWM2869
6 LAYTON ST AC 1974 270.7 WDWM2874
6 LAYTON ST AC 1974 618.9 WDWM2877
6 ROCKWELL ST AC 1964 581.3 WDWM2880
6 BEL AIR RD CMLC 1961 1248.2 WDWM2891
6 BEL AIR RD CMLC 1976 29.1 WDWM2892
6 BEL AIR DR CMLC 1976 628.5 WDWM2894
6 DIPLOMAT AVE AC 1976 396.2 WDWM3281
6 DIPLOMAT AVE AC 1997 519.0 WDWM3282
6 POPPY ST AC 1978 237.1 WDWM3424
6 BEDFORD CYN RD AC 1980 119.0 WDWM3712
6 BEDFORD CYN RD AC 1980 343.7 WDWM3713
6 CASE ST PVC 1987 140.3 WDWM4628
6 ENVOY AVE SP 1963 324.6 WDWM4909
6 QUEBEC AVE SP 1963 1237.2 WDWM4910
6 STROH AVE SP 1963 1228.7 WDWM4911
6 POPPY ST SP 1965 301.4 WDWM4912
6 POPPY ST SP 1965 105.7 WDWM4913
6 POPPY ST SP 1965 27.1 WDWM4914
6 POPPY ST SP 1965 179.0 WDWM4915
6 LYLE AVE AC 1963 831.3 WDWM4919
6 DIPLOMAT AVE SP 1964 354.5 WDWM4924
6 DIPLOMAT AVE AC 1975 124.3 WDWM4926
6 PARADISE LN SP 1964 348.1 WDWM4927
6 ENVOY AVE AC 1969 307.0 WDWM4929
6 EASEMENT ACP 1972 495.9 WDWM4931
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 KATY ST AC 1983 365.9 WDWM4952
6 MINNESOTA RD AC 1973 14.4 WDWM4953
6 FRANCES ST AC 1974 15.3 WDWM4954
6 KATY ST AC 1983 13.5 WDWM4955
6 TEMESCAL CYN RD AC 1972 57.1 WDWM4957
6 TEMESCAL CYN RD CMLC 1978 58.2 WDWM4958
6 GRANT ST AC 1972 321.9 WDWM4959
6 TEMESCAL CYN RD CMLC 1958 19.8 WDWM4960
6 JOLORA AVE SP 1952 416.4 WDWM4961
6 TEMESCAL CYN RD AC 1972 15.0 WDWM4964
6 JOLORA AVE AC 1972 447.0 WDWM4965
6 TEMESCAL CYN RD CMLC 1958 851.8 WDWM4966
6 TEMESCAL CYN RD CMLC 1958 766.8 WDWM4967
6 TEMESCAL CYN RD CMLC 2002 144.9 WDWM4968
6 TEMESCAL CYN RD CMLC 1961 307.9 WDWM4969
6 GRANT ST AC 1972 1324.0 WDWM4971
6 RITA ST AC 1966 38.0 WDWM4972
6 ARCADIA ST AC 1966 54.8 WDWM4973
6 ARCADIA ST AC 1966 1001.2 WDWM4974
6 MINNESOTA RD AC 1973 183.5 WDWM4975
6 EASEMENT CMLC 1961 1250.0 WDWM4976
6 FRANCES ST AC 1974 674.6 WDWM4980
6 ARCADIA ST AC 1979 409.8 WDWM4989
6 RITA ST AC 1966 343.3 WDWM4990
6 RITA ST AC 1966 174.2 WDWM4991
6 DIPLOMAT AV PVC 1999 173.6 WDWM58
6 UNKNOWN PVC 2001 10.3 WDWM120
6 ROCKWELL ST PVC 2001 29.0 WDWM182
6 DRY GULCH RD AC 1980 659.9 WDWM2376
6 ROCKWELL ST AC 1974 13.8 WDWM2380
6 KAYNE ST AC 1977 14.6 WDWM2382
6 WINTON ST AC 1981 55.1 WDWM2383
6 WINTON ST AC 1981 151.8 WDWM2384
6 HILLSIDE ST AC 1970 185.4 WDWM2815
6 HILLSIDE ST AC 1970 9.7 WDWM2818
6 HILLSIDE ST AC 1970 206.4 WDWM2820
6 ONTARIO AVE SP 1978 49.0 WDWM2827
6 AMBASSADOR AVE AC 1978 137.4 WDWM2829
6 NEWTON ST AC 1977 443.3 WDWM2857
6 KLYNE ST AC 1977 625.9 WDWM2858
6 KLYNE ST AC 1980 457.5 WDWM2870
6 KAYNE ST AC 1977 616.9 WDWM2875
6 CASE ST AC 1977 1125.4 WDWM2876
6 BEL AIR DR AC 1977 449.5 WDWM2893
6 BOX CYN RD AC 1984 294.1 WDWM3257
6 BOX CYN RD AC 1984 575.9 WDWM3258
6 GINGERSNAP DR AC 1984 302.5 WDWM3259
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 SPINDLETOP DR AC 1984 424.4 WDWM3260
6 BOX CYN RD AC 1984 276.5 WDWM3261
6 PIUTE CREEK DR AC 1984 1754.2 WDWM3264
6 HILLSIDE ST AC 1970 178.3 WDWM3285
6 BLACKSMITH AC 1980 943.4 WDWM3346
6 ROCKWELL ST AC 1974 215.3 WDWM3379
6 NEWTON ST AC 1979 363.5 WDWM3731
6 HILLSIDE ST AC 1970 168.0 WDWM3732
6 HILLSIDE ST AC 1970 20.4 WDWM3733
6 DIPLOMAT AVE AC 1988 28.0 WDWM3735
6 DIPLOMAT AVE AC 1988 109.0 WDWM3736
6 BEDFORD CANYON RD PVC 1992 809.3 WDWM4844
6 GRAND VIEW ST AC 1970 382.0 WDWM4922
6 GRAND VIEW ST AC 1970 27.5 WDWM4923
6 DIPLOMAT AVE AC 1986 322.1 WDWM4925
6 EASEMENT AC 1970 618.2 WDWM4930
6 GRAND VIEW ST AC 1970 12.0 WDWM4933
6 GRAND VIEW ST AC 1970 343.5 WDWM4934
6 WASHINGTON ST AC 1986 304.1 WDWM4970
6 WILDLIFE LN CMLC 1996 367.6 WDWM6909
6 RUDELL RD SP 1961 7.7 WDWM7063
6 KATY WY PVC 1999 476.7 WDWM7094
6 KATY ST AC 1974 17.2 WDWM7097
6 KATY ST AC 1974 19.5 WDWM7098
6 CALICO CIR AC 1980 376.6 WDWM8753
6 SARSAPRILLA DR AC 1980 383.3 WDWM8754
6 CALICO CIR AC 1980 13.4 WDWM8764
6 SARSAPRILLA DR AC 1980 15.8 WDWM8765
6 CALICO CIR AC 1980 13.7 WDWM8766
6 CALICO CIR AC 1980 711.3 WDWM8787
6 LONG BRANCH RD AC 1980 225.9 WDWM8788
6 CALICO CIR AC 1980 269.8 WDWM8789
6 CALICO CIR AC 1980 14.8 WDWM8791
6 LONG BRANCH RD AC 1980 11.4 WDWM8793
6 CALICO CIR AC 1980 13.9 WDWM8794
6 BLACKSMITH AC 1980 259.1 WDWM8795
6 BLACKSMITH AC 1980 13.1 WDWM8797
6 ENVOY AVE AC 1969 11.6 WDWM8836
6 PARADISE LN SP 1964 71.4 WDWM8837
6 BOYD ST PVC 2002 308.0 WDWM8838
6 NEWTON ST AC 1977 568.5 WDWM8839
6 BOYD ST AC 1977 22.5 WDWM8840
6 BOYD ST AC 1977 23.0 WDWM8841
6 KAYNE ST AC 1979 304.4 WDWM8849
6 BOYD ST AC 1977 13.4 WDWM8850
6 WINTON ST AC 1978 292.3 WDWM8854
6 WINTON ST AC 1978 13.4 WDWM8856
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 BOBBITT ST AC 1977 13.4 WDWM8857
6 ROCKWELL ST AC 1964 7.3 WDWM8860
6 BOBBITT ST AC 1977 326.7 WDWM8861
6 BOYD ST AC 1964 19.0 WDWM8864
6 BOYD ST AC 1964 45.1 WDWM8866
6 HAMIL ST AC 1990 124.5 WDWM8867
6 BOYD ST AC 1964 537.7 WDWM8868
6 BOYD ST AC 1990 363.4 WDWM8869
6 LAYTON ST AC 1980 232.8 WDWM8870
6 STATE ST AC 1980 57.7 WDWM8902
6 BOYD ST AC 1980 23.9 WDWM8903
6 BOYD ST AC 1980 252.3 WDWM8906
6 AMBASSADOR AVE SP 1999 7.4 WDWM6533
6 BELLVIEW CT PVC 1984 427.7 WDWM6831
6 EVELYN ST PVC 1999 479.5 WDWM6982
6 EVELYN ST PVC 1997 23.6 WDWM6983
6 GRAND VIEW DR AC 1986 863.8 WDWM7095
6 KATY WY DIP 2011 4.4 WDWM7310
6 CONSUL AVE AC 1979 175.6 WDWM7997
6 CONSUL AVE AC 1979 727.4 WDWM7998
6 SMERBER RD AC 1984 410.7 WDWM7999
6 SAW MILL RD AC 1980 243.9 WDWM8750
6 WHISKEY CK AC 1980 425.9 WDWM8751
6 CALICO CIR AC 1980 398.8 WDWM8752
6 DRY GULCH RD AC 1980 13.6 WDWM8761
6 CALICO CIR AC 1980 13.2 WDWM8762
6 WHISKEY CK AC 1980 13.4 WDWM8763
6 BLACKSMITH AC 1980 324.6 WDWM8772
6 BLACKSMITH AC 1980 13.4 WDWM8773
6 BLACKSMITH AC 1980 13.5 WDWM8774
6 BLACKSMITH AC 1980 41.4 WDWM8775
6 BLACKSMITH AC 1980 13.7 WDWM8796
6 KLYNE ST AC 1980 20.2 WDWM8842
6 KLYNE ST AC 1980 560.9 WDWM8843
6 BOBBIT ST AC 1983 175.7 WDWM8844
6 KAYNE ST AC 1977 331.0 WDWM8845
6 KAYNE ST AC 1979 337.6 WDWM8846
6 CASE ST AC 1977 130.1 WDWM8847
6 CASE ST AC 1977 53.2 WDWM8848
6 NEWTON ST PVC 1979 4.0 WDWM8851
6 NEWTON ST PVC 1979 314.5 WDWM8852
6 CASE ST AC 1979 266.5 WDWM8853
6 WINTON ST AC 1983 279.3 WDWM8855
6 WINTON ST AC 1983 13.4 WDWM8858
6 ROCKWELL ST PVC 1990 13.5 WDWM8859
6 ROCKWELL ST PVC 1990 208.3 WDWM8862
6 ROCKWELL ST AC 1979 479.1 WDWM8863
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 ROCKWELL ST AC 1979 12.0 WDWM8865
6 BOYD ST AC 1980 23.6 WDWM8871
6 BOYD ST AC 1980 150.6 WDWM8872
6 LAYTON ST AC 1982 100.4 WDWM8873
6 LAYTON ST PVC 1990 411.5 WDWM8874
6 LAYTON ST PVC 1990 183.7 WDWM8875
6 SACKETT CT PVC 1990 209.5 WDWM8876
6 BOYD ST DIP 2004 7.6 WDWM8912
6 BOYD ST DIP 2004 7.4 WDWM8913
6 NEWTON ST AC 1979 15.5 WDWM8951
6 MARILYN DR AC 2020 2544.4 WDWM10678
6 MARILYN DR AC 1986 25.4 WDWM10679
6 STARNE RD AC 1980 9.1 WDWM10768
6 STARNE RD AC 1980 615.7 WDWM10771
6 WILDLIFE LN CMLC 1996 544.2 WDWM10804
6 STATE ST CMLC 1963 282.3 WDWM10805
6 STATE ST CMLC 1963 1548.0 WDWM10806
6 STATE ST AC 1976 1223.3 WDWM10807
6 DEVON CIR AC 1981 529.9 WDWM10808
6 EASEMENT CMLC 1965 17.0 WDWM10809
6 STATE ST AC 1976 12.1 WDWM10810
6 SMERBER RD CMLC 1965 530.9 WDWM10812
6 MY HI WY AC 1981 321.5 WDWM10813
6 SMERBER RD CMLC 1965 439.7 WDWM10814
6 QUAIL HILL DR CMLC 1964 658.4 WDWM10815
6 SMERBER RD CMLC 1965 459.2 WDWM10816
6 UNKNOWN AC 1980 39.2 WDWM10871
6 UNKNOWN AC 1980 29.1 WDWM10872
6 UNKNOWN AC 1980 29.1 WDWM10873
6 UNKNOWN AC 1980 24.9 WDWM10877
6 UNKNOWN AC 1980 25.7 WDWM10878
6 UNKNOWN AC 1980 26.0 WDWM10879
6 EASEMENT PVC 1976 13.7 WDWM2866
6 STATE ST AC 1987 468.5 WDWM10811
6 UNKNOWN CMLC 2015 3.2 UNKNOWN
6 UNKNOWN CMLC 2015 3.5 UNKNOWN
6 UNKNOWN CMLC 2015 14.0 UNKNOWN
Table 8 – Summary of El Cerrito Pipeline Materials
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 1 EASEMENT SP 1952 51.1 WDWM4982
1 EASEMENT SP 1952 237.9 WDWM4983
2 EASEMENT SP 1959 326.5 WDWM2816
2 EASEMENT SP 1959 38.8 WDWM2817
2 EASEMENT SP 1959 13.4 WDWM3280
2 HILLSIDE ST SP 1959 187.5 WDWM3734
2 GRAND VIEW ST SP 1959 202.3 WDWM4906
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 GRAND VIEW ST SP 1959 177.1 WDWM4907
2 CONSUL AVE SP 1959 207.9 WDWM4908
2 EASEMENT SP 1959 355.7 WDWM4932
2 GRAND VIEW ST SP 1959 171.1 WDWM4935
2 EASEMENT SP 1943 487.6 WDWM4981
2 EASEMENT SP 1969 237.4 WDWM4984
2 MINNESOTA RD SP 1955 486.8 WDWM7192
4 EASEMENT SP 1963 12.7 WDWM6243
4 EASEMENT SP 1963 11.5 WDWM6271
4 EASEMENT SP 1963 366.2 WDWM6280
4 ARCADIA ST CMLC 1958 10.4 WDWM6281
4 ARCADIA ST SP 1952 36.8 WDWM6282
4 ORANGE ST AC 1976 189.2 WDWM6283
4 EASEMENT AC 1973 338.0 WDWM6410
4 KATY ST AC 1997 333.7 WDWM6411
4 KATY ST AC 1974 13.7 WDWM6412
4 CORONITA ST CMLC 2008 250.9 WDWM6413
4 WASHINGTON ST AC 1964 508.5 WDWM6414
4 ARCADIA ST CMLC 1958 411.1 WDWM6415
4 CARMELITA AVE CMLC 1958 1719.7 WDWM6416
4 ARCADIA ST SP 1952 64.2 WDWM6417
4 ARCADIA ST SP 1952 11.1 WDWM6418
4 EASEMENT SP 1952 575.4 WDWM6419
4 JOLORA AVE CIPP 1969 279.4 WDWM6420
4 KATY ST AC 1997 15.0 WDWM6421
4 KATY ST AC 1997 7.4 WDWM6422
4 EASEMENT SP 1952 643.1 WDWM6423
4 ARCADIA ST SP 1952 16.8 WDWM6424
4 CARMELITA AVE AC 1991 118.8 WDWM7078
4 KATY ST AC 1956 484.9 WDWM7096
4 WILTON ST AC 1980 124.2 WDWM8877
4 PIUTE CREEK DR AC 1984 288.9 WDWM6311
4 BOX CYN RD AC 1984 1126.4 WDWM6312
4 CARMELITA AVE CMLC 1958 310.8 WDWM7077
4 UNKNOWN CMLC 2015 34.5 UNKNOWN
6 CALICO CIR AC 1980 337.4 WDWM2378
6 BOBBITT ST AC 1977 315.2 WDWM2385
6 EASEMENT AC 1997 158.0 WDWM2819
6 ENVOY AVE SP 1963 16.6 WDWM2821
6 ENVOY AVE SP 1963 643.0 WDWM2822
6 HILLSIDE ST AC 1964 318.2 WDWM2823
6 ENVOY AVE SP 1963 390.6 WDWM2826
6 ENVOY AVE SP 1963 444.6 WDWM2846
6 HILLSIDE ST AC 1964 329.0 WDWM2847
6 HILLSIDE ST AC 1964 331.4 WDWM2848
6 HILLSIDE ST AC 1964 14.8 WDWM2849
6 POPPY ST AC 1978 1045.4 WDWM2851
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 STATE ST AC 1976 192.8 WDWM2852
6 NEWTON ST AC 1976 298.0 WDWM2856
6 BOYD ST AC 1977 316.6 WDWM2859
6 CORONA ST AC 1964 23.2 WDWM2860
6 BOYD ST AC 1976 162.9 WDWM2861
6 CORONA ST AC 1964 647.3 WDWM2862
6 CORONA ST AC 1964 653.7 WDWM2863
6 BEDFORD CYN RD AC 1976 450.4 WDWM2864
6 BEDFORD CYN RD AC 1964 472.4 WDWM2865
6 EASEMENT AC 1976 299.4 WDWM2867
6 BEDFORD CYN RD AC 1964 8.7 WDWM2868
6 BEDFORD CYN RD AC 1980 22.4 WDWM2869
6 LAYTON ST AC 1974 270.7 WDWM2874
6 LAYTON ST AC 1974 618.9 WDWM2877
6 ROCKWELL ST AC 1964 581.3 WDWM2880
6 BEL AIR RD CMLC 1961 1248.2 WDWM2891
6 BEL AIR RD CMLC 1976 29.1 WDWM2892
6 BEL AIR DR CMLC 1976 628.5 WDWM2894
6 DIPLOMAT AVE AC 1976 396.2 WDWM3281
6 DIPLOMAT AVE AC 1997 519.0 WDWM3282
6 POPPY ST AC 1978 237.1 WDWM3424
6 BEDFORD CYN RD AC 1980 119.0 WDWM3712
6 BEDFORD CYN RD AC 1980 343.7 WDWM3713
6 CASE ST PVC 1987 140.3 WDWM4628
6 ENVOY AVE SP 1963 324.6 WDWM4909
6 QUEBEC AVE SP 1963 1237.2 WDWM4910
6 STROH AVE SP 1963 1228.7 WDWM4911
6 POPPY ST SP 1965 301.4 WDWM4912
6 POPPY ST SP 1965 105.7 WDWM4913
6 POPPY ST SP 1965 27.1 WDWM4914
6 POPPY ST SP 1965 179.0 WDWM4915
6 LYLE AVE AC 1963 831.3 WDWM4919
6 DIPLOMAT AVE SP 1964 354.5 WDWM4924
6 DIPLOMAT AVE AC 1975 124.3 WDWM4926
6 PARADISE LN SP 1964 348.1 WDWM4927
6 ENVOY AVE AC 1969 307.0 WDWM4929
6 EASEMENT ACP 1972 495.9 WDWM4931
6 KATY ST AC 1983 365.9 WDWM4952
6 MINNESOTA RD AC 1973 14.4 WDWM4953
6 FRANCES ST AC 1974 15.3 WDWM4954
6 KATY ST AC 1983 13.5 WDWM4955
6 TEMESCAL CYN RD AC 1972 57.1 WDWM4957
6 TEMESCAL CYN RD CMLC 1978 58.2 WDWM4958
6 GRANT ST AC 1972 321.9 WDWM4959
6 TEMESCAL CYN RD CMLC 1958 19.8 WDWM4960
6 JOLORA AVE SP 1952 416.4 WDWM4961
6 TEMESCAL CYN RD AC 1972 15.0 WDWM4964
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 JOLORA AVE AC 1972 447.0 WDWM4965
6 TEMESCAL CYN RD CMLC 1958 851.8 WDWM4966
6 TEMESCAL CYN RD CMLC 1958 766.8 WDWM4967
6 TEMESCAL CYN RD CMLC 2002 144.9 WDWM4968
6 TEMESCAL CYN RD CMLC 1961 307.9 WDWM4969
6 GRANT ST AC 1972 1324.0 WDWM4971
6 RITA ST AC 1966 38.0 WDWM4972
6 ARCADIA ST AC 1966 54.8 WDWM4973
6 ARCADIA ST AC 1966 1001.2 WDWM4974
6 MINNESOTA RD AC 1973 183.5 WDWM4975
6 EASEMENT CMLC 1961 1250.0 WDWM4976
6 FRANCES ST AC 1974 674.6 WDWM4980
6 ARCADIA ST AC 1979 409.8 WDWM4989
6 RITA ST AC 1966 343.3 WDWM4990
6 RITA ST AC 1966 174.2 WDWM4991
6 DIPLOMAT AV PVC 1999 173.6 WDWM58
6 UNKNOWN PVC 2001 10.3 WDWM120
6 ROCKWELL ST PVC 2001 29.0 WDWM182
6 DRY GULCH RD AC 1980 659.9 WDWM2376
6 ROCKWELL ST AC 1974 13.8 WDWM2380
6 KAYNE ST AC 1977 14.6 WDWM2382
6 WINTON ST AC 1981 55.1 WDWM2383
6 WINTON ST AC 1981 151.8 WDWM2384
6 HILLSIDE ST AC 1970 185.4 WDWM2815
6 HILLSIDE ST AC 1970 9.7 WDWM2818
6 HILLSIDE ST AC 1970 206.4 WDWM2820
6 ONTARIO AVE SP 1978 49.0 WDWM2827
6 AMBASSADOR AVE AC 1978 137.4 WDWM2829
6 NEWTON ST AC 1977 443.3 WDWM2857
6 KLYNE ST AC 1977 625.9 WDWM2858
6 KLYNE ST AC 1980 457.5 WDWM2870
6 KAYNE ST AC 1977 616.9 WDWM2875
6 CASE ST AC 1977 1125.4 WDWM2876
6 BEL AIR DR AC 1977 449.5 WDWM2893
6 BOX CYN RD AC 1984 294.1 WDWM3257
6 BOX CYN RD AC 1984 575.9 WDWM3258
6 GINGERSNAP DR AC 1984 302.5 WDWM3259
6 SPINDLETOP DR AC 1984 424.4 WDWM3260
6 BOX CYN RD AC 1984 276.5 WDWM3261
6 PIUTE CREEK DR AC 1984 1754.2 WDWM3264
6 HILLSIDE ST AC 1970 178.3 WDWM3285
6 BLACKSMITH AC 1980 943.4 WDWM3346
6 ROCKWELL ST AC 1974 215.3 WDWM3379
6 NEWTON ST AC 1979 363.5 WDWM3731
6 HILLSIDE ST AC 1970 168.0 WDWM3732
6 HILLSIDE ST AC 1970 20.4 WDWM3733
6 DIPLOMAT AVE AC 1988 28.0 WDWM3735
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 DIPLOMAT AVE AC 1988 109.0 WDWM3736
6 BEDFORD CANYON RD PVC 1992 809.3 WDWM4844
6 GRAND VIEW ST AC 1970 382.0 WDWM4922
6 GRAND VIEW ST AC 1970 27.5 WDWM4923
6 DIPLOMAT AVE AC 1986 322.1 WDWM4925
6 EASEMENT AC 1970 618.2 WDWM4930
6 GRAND VIEW ST AC 1970 12.0 WDWM4933
6 GRAND VIEW ST AC 1970 343.5 WDWM4934
6 WASHINGTON ST AC 1986 304.1 WDWM4970
6 WILDLIFE LN CMLC 1996 367.6 WDWM6909
6 RUDELL RD SP 1961 7.7 WDWM7063
6 KATY WY PVC 1999 476.7 WDWM7094
6 KATY ST AC 1974 17.2 WDWM7097
6 KATY ST AC 1974 19.5 WDWM7098
6 CALICO CIR AC 1980 376.6 WDWM8753
6 SARSAPRILLA DR AC 1980 383.3 WDWM8754
6 CALICO CIR AC 1980 13.4 WDWM8764
6 SARSAPRILLA DR AC 1980 15.8 WDWM8765
6 CALICO CIR AC 1980 13.7 WDWM8766
6 CALICO CIR AC 1980 711.3 WDWM8787
6 LONG BRANCH RD AC 1980 225.9 WDWM8788
6 CALICO CIR AC 1980 269.8 WDWM8789
6 CALICO CIR AC 1980 14.8 WDWM8791
6 LONG BRANCH RD AC 1980 11.4 WDWM8793
6 CALICO CIR AC 1980 13.9 WDWM8794
6 BLACKSMITH AC 1980 259.1 WDWM8795
6 BLACKSMITH AC 1980 13.1 WDWM8797
6 ENVOY AVE AC 1969 11.6 WDWM8836
6 PARADISE LN SP 1964 71.4 WDWM8837
6 BOYD ST PVC 2002 308.0 WDWM8838
6 NEWTON ST AC 1977 568.5 WDWM8839
6 BOYD ST AC 1977 22.5 WDWM8840
6 BOYD ST AC 1977 23.0 WDWM8841
6 KAYNE ST AC 1979 304.4 WDWM8849
6 BOYD ST AC 1977 13.4 WDWM8850
6 WINTON ST AC 1978 292.3 WDWM8854
6 WINTON ST AC 1978 13.4 WDWM8856
6 BOBBITT ST AC 1977 13.4 WDWM8857
6 ROCKWELL ST AC 1964 7.3 WDWM8860
6 BOBBITT ST AC 1977 326.7 WDWM8861
6 BOYD ST AC 1964 19.0 WDWM8864
6 BOYD ST AC 1964 45.1 WDWM8866
6 HAMIL ST AC 1990 124.5 WDWM8867
6 BOYD ST AC 1964 537.7 WDWM8868
6 BOYD ST AC 1990 363.4 WDWM8869
6 LAYTON ST AC 1980 232.8 WDWM8870
6 STATE ST AC 1980 57.7 WDWM8902
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 BOYD ST AC 1980 23.9 WDWM8903
6 BOYD ST AC 1980 252.3 WDWM8906
6 AMBASSADOR AVE SP 1999 7.4 WDWM6533
6 BELLVIEW CT PVC 1984 427.7 WDWM6831
6 EVELYN ST PVC 1999 479.5 WDWM6982
6 EVELYN ST PVC 1997 23.6 WDWM6983
6 GRAND VIEW DR AC 1986 863.8 WDWM7095
6 KATY WY DIP 2011 4.4 WDWM7310
6 CONSUL AVE AC 1979 175.6 WDWM7997
6 CONSUL AVE AC 1979 727.4 WDWM7998
6 SMERBER RD AC 1984 410.7 WDWM7999
6 SAW MILL RD AC 1980 243.9 WDWM8750
6 WHISKEY CK AC 1980 425.9 WDWM8751
6 CALICO CIR AC 1980 398.8 WDWM8752
6 DRY GULCH RD AC 1980 13.6 WDWM8761
6 CALICO CIR AC 1980 13.2 WDWM8762
6 WHISKEY CK AC 1980 13.4 WDWM8763
6 BLACKSMITH AC 1980 324.6 WDWM8772
6 BLACKSMITH AC 1980 13.4 WDWM8773
6 BLACKSMITH AC 1980 13.5 WDWM8774
6 BLACKSMITH AC 1980 41.4 WDWM8775
6 BLACKSMITH AC 1980 13.7 WDWM8796
6 KLYNE ST AC 1980 20.2 WDWM8842
6 KLYNE ST AC 1980 560.9 WDWM8843
6 BOBBIT ST AC 1983 175.7 WDWM8844
6 KAYNE ST AC 1977 331.0 WDWM8845
6 KAYNE ST AC 1979 337.6 WDWM8846
6 CASE ST AC 1977 130.1 WDWM8847
6 CASE ST AC 1977 53.2 WDWM8848
6 NEWTON ST PVC 1979 4.0 WDWM8851
6 NEWTON ST PVC 1979 314.5 WDWM8852
6 CASE ST AC 1979 266.5 WDWM8853
6 WINTON ST AC 1983 279.3 WDWM8855
6 WINTON ST AC 1983 13.4 WDWM8858
6 ROCKWELL ST PVC 1990 13.5 WDWM8859
6 ROCKWELL ST PVC 1990 208.3 WDWM8862
6 ROCKWELL ST AC 1979 479.1 WDWM8863
6 ROCKWELL ST AC 1979 12.0 WDWM8865
6 BOYD ST AC 1980 23.6 WDWM8871
6 BOYD ST AC 1980 150.6 WDWM8872
6 LAYTON ST AC 1982 100.4 WDWM8873
6 LAYTON ST PVC 1990 411.5 WDWM8874
6 LAYTON ST PVC 1990 183.7 WDWM8875
6 SACKETT CT PVC 1990 209.5 WDWM8876
6 BOYD ST DIP 2004 7.6 WDWM8912
6 BOYD ST DIP 2004 7.4 WDWM8913
6 NEWTON ST AC 1979 15.5 WDWM8951
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 MARILYN DR AC 2020 2544.4 WDWM10678
6 MARILYN DR AC 1986 25.4 WDWM10679
6 STARNE RD AC 1980 9.1 WDWM10768
6 STARNE RD AC 1980 615.7 WDWM10771
6 WILDLIFE LN CMLC 1996 544.2 WDWM10804
6 STATE ST CMLC 1963 282.3 WDWM10805
6 STATE ST CMLC 1963 1548.0 WDWM10806
6 STATE ST AC 1976 1223.3 WDWM10807
6 DEVON CIR AC 1981 529.9 WDWM10808
6 EASEMENT CMLC 1965 17.0 WDWM10809
6 STATE ST AC 1976 12.1 WDWM10810
6 SMERBER RD CMLC 1965 530.9 WDWM10812
6 MY HI WY AC 1981 321.5 WDWM10813
6 SMERBER RD CMLC 1965 439.7 WDWM10814
6 QUAIL HILL DR CMLC 1964 658.4 WDWM10815
6 SMERBER RD CMLC 1965 459.2 WDWM10816
6 UNKNOWN AC 1980 39.2 WDWM10871
6 UNKNOWN AC 1980 29.1 WDWM10872
6 UNKNOWN AC 1980 29.1 WDWM10873
6 UNKNOWN AC 1980 24.9 WDWM10877
6 UNKNOWN AC 1980 25.7 WDWM10878
6 UNKNOWN AC 1980 26.0 WDWM10879
6 EASEMENT PVC 1976 13.7 WDWM2866
6 STATE ST AC 1987 468.5 WDWM10811
6 UNKNOWN CMLC 2015 3.2 UNKNOWN
6 UNKNOWN CMLC 2015 3.5 UNKNOWN
6 UNKNOWN CMLC 2015 14.0 UNKNOWN
8 ARCADIA ST PVC 2005 141.3 WDWM1151
8 FRANCISCA AV PVC 2005 586.0 WDWM1152
8 FRANCISCA AV PVC 2005 942.5 WDWM1153
8 ONTARIO AVE AC 1984 503.0 WDWM2805
8 GROVEWOOD DR ACP 1978 241.7 WDWM2808
8 GROVEWOOD DR ACP 1978 1431.8 WDWM2809
8 SHADOW GROVE CT ACP 1978 317.8 WDWM2810
8 RISING SUN RD ACP 1978 499.6 WDWM2811
8 RISING SUN RD AC 1978 779.3 WDWM2812
8 RISING SUN RD AC 1978 16.6 WDWM2813
8 CONSUL AVE AC 1969 145.6 WDWM2814
8 CONSUL AVE AC 1969 107.7 WDWM2824
8 RISING SUN RD ACP 1978 572.3 WDWM2830
8 EASEMENT SP 1965 128.9 WDWM2850
8 HIGH KNOLL CIR ACP 1978 346.5 WDWM2853
8 OLD TEMESCAL RD AC 1977 470.6 WDWM2882
8 STATE ST AC 1976 65.6 WDWM3425
8 POPPY ST AC 1978 54.9 WDWM3427
8 STATE ST AC 1976 281.7 WDWM3428
8 PALM AVE CMLC 1965 202.0 WDWM4916
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 PALM AVE CMLC 1965 334.4 WDWM4917
8 EASEMENT CMLC 1980 580.7 WDWM4918
8 AMBASSADOR AV PVC 1999 499.3 WDWM56
8 CONSUL AV PVC 1999 518.9 WDWM57
8 EASEMENT PVC 2006 476.8 WDWM1651
8 CONSUL AVE AC 1976 55.1 WDWM2825
8 CONSUL AVE AC 1976 257.6 WDWM2828
8 ONTARIO AV PVC 1956 6.8 WDWM2897
8 PIUTE CREEK DR AC 1984 438.3 WDWM3253
8 PIUTE CREEK DR AC 1984 310.6 WDWM3254
8 PIUTE CREEK DR AC 1984 308.5 WDWM3255
8 BOX CYN RD AC 1984 592.2 WDWM3256
8 PIUTE CREEK DR AC 1984 361.3 WDWM3262
8 HIGH WATER WY AC 1984 443.0 WDWM3263
8 DIPLOMAT AVE PVC 1995 11.5 WDWM3283
8 DIPLOMAT AVE PVC 1995 141.3 WDWM3284
8 ENVOY AVE AC 1988 414.2 WDWM3431
8 ENVOY AVE AC 1988 7.9 WDWM4920
8 CONSUL AVE AC 1970 1022.9 WDWM4921
8 ENVOY AVE AC 1986 390.5 WDWM4928
8 AMBROSIO CI PVC 2002 527.9 WDWM6828
8 WILDLIFE RD PVC 2002 282.5 WDWM6829
8 QUAIL HILL DR PVC 2003 478.0 WDWM6830
8 KATY WY DIP 2011 59.0 WDWM7309
8 MINNESOTA RD DIP 2012 6.7 WDWM7313
8 MINNESOTA RD DIP 2012 194.9 WDWM7314
8 EASEMENT PVC 2006 591.3 WDWM8032
8 UNKNOWN DIP 2007 33.5 WDWM8910
8 WINTON ST PVC 2004 268.0 WDWM8911
8 NEWTON ST AC 1992 177.8 WDWM8960
8 MARILYN DR DIP 1985 391.7 WDWM10680
8 MARILYN DR DIP 2014 1203.4 WDWM10681
8 SANTA ANITA ST PVC 2005 278.7 WDWM10698
8 WILDLIFE RD PVC 2002 19.9 WDWM10803
8 UNKNOWN PVC 2017 1380.9 WDWM11045
8 UNKNOWN PVC 2017 42.1 WDWM11046
8 UNKNOWN PVC 2017 33.4 WDWM11047
8 MARILYN DR DIP 2011 63.7 WDWM10677
8 UNKNOWN PVC 2009 299.6 WDWM10702
8 UNKNOWN PVC 2009 232.4 WDWM10703
8 UNKNOWN PVC 2009 263.7 WDWM10704
8 UNKNOWN PVC 2009 256.6 WDWM10705
8 UNKNOWN PVC 2009 353.8 WDWM10706
8 UNKNOWN PVC 2009 256.9 WDWM10707
8 UNKNOWN PVC 2009 301.3 WDWM10708
8 UNKNOWN PVC 2009 458.6 WDWM10709
8 UNKNOWN PVC 2009 19.5 WDWM10710
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 EL CERRITO RD DIP 2009 121.9 WDWM10711
8 UNKNOWN PVC 2000 219.5 WDWM10774
8 EASEMENT DIP 2015 143.4 WDWM10784
8 UNKNOWN PVC 2009 8.3 WDWM10869
8 RUDELL RD DIP 2015 1213.4 WDWM10870
8 UNKNOWN PVC 2014 917.3 UNKNOWN
8 UNKNOWN CMLC 2015 12.6 UNKNOWN
8 UNKNOWN CMLC 2015 19.9 UNKNOWN
8 UNKNOWN DIP 2019 184.2 UNKNOWN
10 LIBERTY ST SP 1964 1.5 WDWM2405
10 LIBERTY ST CMLC 1997 654.2 WDWM2854
10 LIBERTY ST CMLC 1974 28.1 WDWM2855
10 LIBERTY ST CMLC 1964 319.1 WDWM2871
10 LIBERTY ST CMLC 1964 340.6 WDWM2872
10 LIBERTY ST SP 1964 308.1 WDWM2873
10 UNKNOWN SP 1964 693.7 WDWM2878
10 ROCKWELL ST CMLC 1964 115.2 WDWM2879
10 LIBERTY ST CMLC 1964 13.9 WDWM2381
10 JOLORA AVE AC 1970 17.9 WDWM4963
10 JOLORA AVE AC 1969 1225.5 WDWM4977
10 TEMESCAL CYN RD CMLC 2002 18.1 WDWM9245
10 TEMESCAL CYN RD CMLC 2002 35.7 WDWM9246
10 LIBERTY ST CMLC 1964 647.7 WDWM7065
10 UNKNOWN CMLC 2015 113.1 UNKNOWN
12 FOOTHILL PY PVC 2001 465.0 WDWM247
12 FOOTHILL PY PVC 2001 644.9 WDWM248
12 FOOTHILL PY PVC 2001 16.5 WDWM249
12 FOOTHILL PY PVC 2001 13.7 WDWM250
12 FOOTHILL PY PVC 2001 37.9 WDWM251
12 UNKNOWN PVC 2005 313.0 WDWM962
12 FOOTHILL PY PVC 2001 635.0 WDWM1147
12 FOOTHILL PY PVC 2001 22.4 WDWM1148
12 FOOTHILL PY PVC 2001 15.3 WDWM1149
12 FOOTHILL PY PVC 2001 38.9 WDWM1150
12 FOOTHILL PY PVC 2001 15.9 WDWM1682
12 POPPY ST AC 1970 586.4 WDWM3423
12 POPPY ST AC 1970 44.1 WDWM3426
12 POPPY ST AC 1970 163.8 WDWM3429
12 POPPY ST AC 1970 1041.2 WDWM3430
12 TEMESCAL CYN RD AC 1969 1114.7 WDWM4956
12 TEMESCAL CYN RD AC 1969 71.6 WDWM4962
12 ONTARIO AVE AC 1969 16.1 WDWM7092
12 STATE ST AC 1970 392.6 WDWM6149
12 STATE ST AC 1970 346.2 WDWM6150
12 STATE ST AC 1970 84.6 WDWM6832
12 FOOTHILL PY PVC 2001 354.6 WDWM6981
12 TEMESCAL CANYON RD PVC 2003 10.0 WDWM6984
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 12 TEMESCAL CANYON RD PVC 2003 875.8 WDWM6985
12 UNKNOWN PVC 2002 129.6 WDWM6989
12 TEMESCAL CANYON RD PVC 2003 730.4 WDWM7021
12 UNKNOWN DIP 2002 189.2 WDWM7037
12 FOOTHILL PY PVC 2001 801.4 WDWM7091
12 ONTARIO AVE AC 1969 482.6 WDWM7093
12 MINNESOTA RD SP 1978 49.8 WDWM7144
12 EL CERRITO RD DIP 2011 71.3 WDWM7308
12 EL CERRITO RD DIP 2011 507.9 WDWM7311
12 EL CERRITO RD DIP 2011 453.5 WDWM7312
12 FOOTHILL PY PVC 2001 5.8 WDWM7372
12 TEMESCAL CANYON RD PVC 2005 118.4 WDWM7433
12 FOOTHILL PY PVC 2001 483.3 WDWM10772
12 FOOTHILL PY PVC 2001 213.2 WDWM10773
12 FOOTHILL PY PVC 2001 8.1 WDWM10775
12 FOOTHILL PY PVC 2001 192.5 WDWM10776
12 UNKNOWN CMLC 2015 833.7 UNKNOWN
12 UNKNOWN CMLC 2015 795.0 UNKNOWN
12 UNKNOWN CMLC 2015 425.1 UNKNOWN
12 UNKNOWN CMLC 2015 522.1 UNKNOWN
12 UNKNOWN CMLC 2015 649.3 UNKNOWN
12 UNKNOWN CMLC 2015 14.4 UNKNOWN
12 UNKNOWN CMLC 2015 13.5 UNKNOWN
12 FOOTHILL PY PVC 2001 7.6 WDWM1682
12 UNKNOWN PVC 2015 184.0 UNKNOWN
16 BEDFORD CANYON RD CMLC 2000 3769.9 WDWM10158
16 FOOTHILL PY DIP 2015 351.1 WDWM10782
16 UNKNOWN CMLC 2015 73.9 UNKNOWN
20 ONTARIO AVE CMLC 1978 24.0 WDWM9266
20 ONTARIO AVE CMLC 1978 108.7 WDWM9269
20 ONTARIO AVE CMLC 1978 1072.3 WDWM9271
20 ONTARIO AVE CMLC 1978 327.4 WDWM9272
20 TEMESCAL CYN RD CMLC 1978 1105.1 WDWM9273
20 TEMESCAL CYN RD CMLC 1978 76.4 WDWM9274
20 TEMESCAL CYN RD CMLC 1978 779.2 WDWM9275
20 TEMESCAL CYN RD CMLC 1978 1679.7 WDWM9295
20 ONTARIO AVE CMLC 1978 526.4 WDWM9448
20 ONTARIO AVE CMLC 1978 173.9 WDWM9455
20 ONTARIO AVE CMLC 1978 162.8 WDWM9458
20 ONTARIO AVE CMLC 1978 180.3 WDWM9459
20 TEMESCAL CYN RD CMLC 1978 10.0 WDWM9763
20 TEMESCAL CYN RD CMLC 1978 14.5 WDWM9764
20 ONTARIO AVE CMLC 1978 442.8 WDWM9267
20 ONTARIO AVE CMLC 1978 397.2 WDWM9268
20 ONTARIO AVE CMLC 1978 371.1 WDWM9270
20 ONTARIO AVE CMLC 1978 336.2 WDWM9454
30 CHASE DR SP 2002 767.8 WDWM7326
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 30 CHASE DR CMLC 1993 1773.1 WDWM9910
30 CHASE DR CMLC 1993 105.3 WDWM9911
30 TEMESCAL CYN RD CMLC 1993 2348.0 WDWM9914
30 TEMESCAL CYN RD CMLC 1993 79.8 WDWM9915
30 TEMESCAL CYN RD CMLC 1993 6.9 WDWM9916
30 TEMESCAL CYN RD CMLC 1993 10.7 WDWM10279
30 TEMESCAL CYN RD CMLC 1993 2.1 WDWM10280
30 ONTARIO AVE CMLC 1993 1106.5 WDWM10284
30 CHASE DR CMLC 1993 1028.7 WDWM10285
30 CHASE DR CMLC 1993 1810.3 WDWM10286
30 CHASE DR CMLC 1993 300.4 WDWM10765
Table 9 – Summary of El Cerrito Pipeline Install Years
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 EASEMENT SP 1943 487.6 WDWM4981
1 EASEMENT SP 1952 51.1 WDWM4982
1 EASEMENT SP 1952 237.9 WDWM4983
4 ARCADIA ST SP 1952 36.8 WDWM6282
4 ARCADIA ST SP 1952 64.2 WDWM6417
4 ARCADIA ST SP 1952 11.1 WDWM6418
4 EASEMENT SP 1952 575.4 WDWM6419
4 EASEMENT SP 1952 643.1 WDWM6423
4 ARCADIA ST SP 1952 16.8 WDWM6424
6 JOLORA AVE SP 1952 416.4 WDWM4961
2 MINNESOTA RD SP 1955 486.8 WDWM7192
4 KATY ST AC 1956 484.9 WDWM7096
8 ONTARIO AV PVC 1956 6.8 WDWM2897
4 ARCADIA ST CMLC 1958 10.4 WDWM6281
4 ARCADIA ST CMLC 1958 411.1 WDWM6415
4 CARMELITA AVE CMLC 1958 1719.7 WDWM6416
4 CARMELITA AVE CMLC 1958 310.8 WDWM7077
6 TEMESCAL CYN RD CMLC 1958 19.8 WDWM4960
6 TEMESCAL CYN RD CMLC 1958 851.8 WDWM4966
6 TEMESCAL CYN RD CMLC 1958 766.8 WDWM4967
2 EASEMENT SP 1959 326.5 WDWM2816
2 EASEMENT SP 1959 38.8 WDWM2817
2 EASEMENT SP 1959 13.4 WDWM3280
2 HILLSIDE ST SP 1959 187.5 WDWM3734
2 GRAND VIEW ST SP 1959 202.3 WDWM4906
2 GRAND VIEW ST SP 1959 177.1 WDWM4907
2 CONSUL AVE SP 1959 207.9 WDWM4908
2 EASEMENT SP 1959 355.7 WDWM4932
2 GRAND VIEW ST SP 1959 171.1 WDWM4935
6 BEL AIR RD CMLC 1961 1248.2 WDWM2891
6 TEMESCAL CYN RD CMLC 1961 307.9 WDWM4969
6 EASEMENT CMLC 1961 1250.0 WDWM4976
6 RUDELL RD SP 1961 7.7 WDWM7063
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 EASEMENT SP 1963 12.7 WDWM6243
4 EASEMENT SP 1963 11.5 WDWM6271
4 EASEMENT SP 1963 366.2 WDWM6280
6 ENVOY AVE SP 1963 16.6 WDWM2821
6 ENVOY AVE SP 1963 643.0 WDWM2822
6 ENVOY AVE SP 1963 390.6 WDWM2826
6 ENVOY AVE SP 1963 444.6 WDWM2846
6 ENVOY AVE SP 1963 324.6 WDWM4909
6 QUEBEC AVE SP 1963 1237.2 WDWM4910
6 STROH AVE SP 1963 1228.7 WDWM4911
6 LYLE AVE AC 1963 831.3 WDWM4919
6 STATE ST CMLC 1963 282.3 WDWM10805
6 STATE ST CMLC 1963 1548.0 WDWM10806
4 WASHINGTON ST AC 1964 508.5 WDWM6414
6 HILLSIDE ST AC 1964 318.2 WDWM2823
6 HILLSIDE ST AC 1964 329.0 WDWM2847
6 HILLSIDE ST AC 1964 331.4 WDWM2848
6 HILLSIDE ST AC 1964 14.8 WDWM2849
6 CORONA ST AC 1964 23.2 WDWM2860
6 CORONA ST AC 1964 647.3 WDWM2862
6 CORONA ST AC 1964 653.7 WDWM2863
6 BEDFORD CYN RD AC 1964 472.4 WDWM2865
6 BEDFORD CYN RD AC 1964 8.7 WDWM2868
6 ROCKWELL ST AC 1964 581.3 WDWM2880
6 DIPLOMAT AVE SP 1964 354.5 WDWM4924
6 PARADISE LN SP 1964 348.1 WDWM4927
6 PARADISE LN SP 1964 71.4 WDWM8837
6 ROCKWELL ST AC 1964 7.3 WDWM8860
6 BOYD ST AC 1964 19.0 WDWM8864
6 BOYD ST AC 1964 45.1 WDWM8866
6 BOYD ST AC 1964 537.7 WDWM8868
6 QUAIL HILL DR CMLC 1964 658.4 WDWM10815
10 LIBERTY ST SP 1964 1.5 WDWM2405
10 LIBERTY ST CMLC 1964 319.1 WDWM2871
10 LIBERTY ST CMLC 1964 340.6 WDWM2872
10 LIBERTY ST SP 1964 308.1 WDWM2873
10 UNKNOWN SP 1964 693.7 WDWM2878
10 ROCKWELL ST CMLC 1964 115.2 WDWM2879
10 LIBERTY ST CMLC 1964 13.9 WDWM2381
10 LIBERTY ST CMLC 1964 647.7 WDWM7065
6 POPPY ST SP 1965 301.4 WDWM4912
6 POPPY ST SP 1965 105.7 WDWM4913
6 POPPY ST SP 1965 27.1 WDWM4914
6 POPPY ST SP 1965 179.0 WDWM4915
6 EASEMENT CMLC 1965 17.0 WDWM10809
6 SMERBER RD CMLC 1965 530.9 WDWM10812
6 SMERBER RD CMLC 1965 439.7 WDWM10814
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 SMERBER RD CMLC 1965 459.2 WDWM10816
8 EASEMENT SP 1965 128.9 WDWM2850
8 PALM AVE CMLC 1965 202.0 WDWM4916
8 PALM AVE CMLC 1965 334.4 WDWM4917
6 RITA ST AC 1966 38.0 WDWM4972
6 ARCADIA ST AC 1966 54.8 WDWM4973
6 ARCADIA ST AC 1966 1001.2 WDWM4974
6 RITA ST AC 1966 343.3 WDWM4990
6 RITA ST AC 1966 174.2 WDWM4991
2 EASEMENT SP 1969 237.4 WDWM4984
4 JOLORA AVE CIPP 1969 279.4 WDWM6420
6 ENVOY AVE AC 1969 307.0 WDWM4929
6 ENVOY AVE AC 1969 11.6 WDWM8836
8 CONSUL AVE AC 1969 145.6 WDWM2814
8 CONSUL AVE AC 1969 107.7 WDWM2824
10 JOLORA AVE AC 1969 1225.5 WDWM4977
12 TEMESCAL CYN RD AC 1969 1114.7 WDWM4956
12 TEMESCAL CYN RD AC 1969 71.6 WDWM4962
12 ONTARIO AVE AC 1969 16.1 WDWM7092
12 ONTARIO AVE AC 1969 482.6 WDWM7093
6 HILLSIDE ST AC 1970 185.4 WDWM2815
6 HILLSIDE ST AC 1970 9.7 WDWM2818
6 HILLSIDE ST AC 1970 206.4 WDWM2820
6 HILLSIDE ST AC 1970 178.3 WDWM3285
6 HILLSIDE ST AC 1970 168.0 WDWM3732
6 HILLSIDE ST AC 1970 20.4 WDWM3733
6 GRAND VIEW ST AC 1970 382.0 WDWM4922
6 GRAND VIEW ST AC 1970 27.5 WDWM4923
6 EASEMENT AC 1970 618.2 WDWM4930
6 GRAND VIEW ST AC 1970 12.0 WDWM4933
6 GRAND VIEW ST AC 1970 343.5 WDWM4934
8 CONSUL AVE AC 1970 1022.9 WDWM4921
10 JOLORA AVE AC 1970 17.9 WDWM4963
12 POPPY ST AC 1970 586.4 WDWM3423
12 POPPY ST AC 1970 44.1 WDWM3426
12 POPPY ST AC 1970 163.8 WDWM3429
12 POPPY ST AC 1970 1041.2 WDWM3430
12 STATE ST AC 1970 392.6 WDWM6149
12 STATE ST AC 1970 346.2 WDWM6150
12 STATE ST AC 1970 84.6 WDWM6832
6 EASEMENT ACP 1972 495.9 WDWM4931
6 TEMESCAL CYN RD AC 1972 57.1 WDWM4957
6 GRANT ST AC 1972 321.9 WDWM4959
6 TEMESCAL CYN RD AC 1972 15.0 WDWM4964
6 JOLORA AVE AC 1972 447.0 WDWM4965
6 GRANT ST AC 1972 1324.0 WDWM4971
4 EASEMENT AC 1973 338.0 WDWM6410
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 MINNESOTA RD AC 1973 14.4 WDWM4953
6 MINNESOTA RD AC 1973 183.5 WDWM4975
4 KATY ST AC 1974 13.7 WDWM6412
6 LAYTON ST AC 1974 270.7 WDWM2874
6 LAYTON ST AC 1974 618.9 WDWM2877
6 FRANCES ST AC 1974 15.3 WDWM4954
6 FRANCES ST AC 1974 674.6 WDWM4980
6 ROCKWELL ST AC 1974 13.8 WDWM2380
6 ROCKWELL ST AC 1974 215.3 WDWM3379
6 KATY ST AC 1974 17.2 WDWM7097
6 KATY ST AC 1974 19.5 WDWM7098
10 LIBERTY ST CMLC 1974 28.1 WDWM2855
6 DIPLOMAT AVE AC 1975 124.3 WDWM4926
4 ORANGE ST AC 1976 189.2 WDWM6283
6 STATE ST AC 1976 192.8 WDWM2852
6 NEWTON ST AC 1976 298.0 WDWM2856
6 BOYD ST AC 1976 162.9 WDWM2861
6 BEDFORD CYN RD AC 1976 450.4 WDWM2864
6 EASEMENT AC 1976 299.4 WDWM2867
6 BEL AIR RD CMLC 1976 29.1 WDWM2892
6 BEL AIR DR CMLC 1976 628.5 WDWM2894
6 DIPLOMAT AVE AC 1976 396.2 WDWM3281
6 STATE ST AC 1976 1223.3 WDWM10807
6 STATE ST AC 1976 12.1 WDWM10810
6 EASEMENT PVC 1976 13.7 WDWM2866
8 STATE ST AC 1976 65.6 WDWM3425
8 STATE ST AC 1976 281.7 WDWM3428
8 CONSUL AVE AC 1976 55.1 WDWM2825
8 CONSUL AVE AC 1976 257.6 WDWM2828
6 BOBBITT ST AC 1977 315.2 WDWM2385
6 BOYD ST AC 1977 316.6 WDWM2859
6 KAYNE ST AC 1977 14.6 WDWM2382
6 NEWTON ST AC 1977 443.3 WDWM2857
6 KLYNE ST AC 1977 625.9 WDWM2858
6 KAYNE ST AC 1977 616.9 WDWM2875
6 CASE ST AC 1977 1125.4 WDWM2876
6 BEL AIR DR AC 1977 449.5 WDWM2893
6 NEWTON ST AC 1977 568.5 WDWM8839
6 BOYD ST AC 1977 22.5 WDWM8840
6 BOYD ST AC 1977 23.0 WDWM8841
6 BOYD ST AC 1977 13.4 WDWM8850
6 BOBBITT ST AC 1977 13.4 WDWM8857
6 BOBBITT ST AC 1977 326.7 WDWM8861
6 KAYNE ST AC 1977 331.0 WDWM8845
6 CASE ST AC 1977 130.1 WDWM8847
6 CASE ST AC 1977 53.2 WDWM8848
8 OLD TEMESCAL RD AC 1977 470.6 WDWM2882
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 POPPY ST AC 1978 1045.4 WDWM2851
6 POPPY ST AC 1978 237.1 WDWM3424
6 TEMESCAL CYN RD CMLC 1978 58.2 WDWM4958
6 ONTARIO AVE SP 1978 49.0 WDWM2827
6 AMBASSADOR AVE AC 1978 137.4 WDWM2829
6 WINTON ST AC 1978 292.3 WDWM8854
6 WINTON ST AC 1978 13.4 WDWM8856
8 GROVEWOOD DR ACP 1978 241.7 WDWM2808
8 GROVEWOOD DR ACP 1978 1431.8 WDWM2809
8 SHADOW GROVE CT ACP 1978 317.8 WDWM2810
8 RISING SUN RD ACP 1978 499.6 WDWM2811
8 RISING SUN RD AC 1978 779.3 WDWM2812
8 RISING SUN RD AC 1978 16.6 WDWM2813
8 RISING SUN RD ACP 1978 572.3 WDWM2830
8 HIGH KNOLL CIR ACP 1978 346.5 WDWM2853
8 POPPY ST AC 1978 54.9 WDWM3427
12 MINNESOTA RD SP 1978 49.8 WDWM7144
20 ONTARIO AVE CMLC 1978 24.0 WDWM9266
20 ONTARIO AVE CMLC 1978 108.7 WDWM9269
20 ONTARIO AVE CMLC 1978 1072.3 WDWM9271
20 ONTARIO AVE CMLC 1978 327.4 WDWM9272
20 TEMESCAL CYN RD CMLC 1978 1105.1 WDWM9273
20 TEMESCAL CYN RD CMLC 1978 76.4 WDWM9274
20 TEMESCAL CYN RD CMLC 1978 779.2 WDWM9275
20 TEMESCAL CYN RD CMLC 1978 1679.7 WDWM9295
20 ONTARIO AVE CMLC 1978 526.4 WDWM9448
20 ONTARIO AVE CMLC 1978 173.9 WDWM9455
20 ONTARIO AVE CMLC 1978 162.8 WDWM9458
20 ONTARIO AVE CMLC 1978 180.3 WDWM9459
20 TEMESCAL CYN RD CMLC 1978 10.0 WDWM9763
20 TEMESCAL CYN RD CMLC 1978 14.5 WDWM9764
20 ONTARIO AVE CMLC 1978 442.8 WDWM9267
20 ONTARIO AVE CMLC 1978 397.2 WDWM9268
20 ONTARIO AVE CMLC 1978 371.1 WDWM9270
20 ONTARIO AVE CMLC 1978 336.2 WDWM9454
6 ARCADIA ST AC 1979 409.8 WDWM4989
6 NEWTON ST AC 1979 363.5 WDWM3731
6 KAYNE ST AC 1979 304.4 WDWM8849
6 CONSUL AVE AC 1979 175.6 WDWM7997
6 CONSUL AVE AC 1979 727.4 WDWM7998
6 KAYNE ST AC 1979 337.6 WDWM8846
6 NEWTON ST PVC 1979 4.0 WDWM8851
6 NEWTON ST PVC 1979 314.5 WDWM8852
6 CASE ST AC 1979 266.5 WDWM8853
6 ROCKWELL ST AC 1979 479.1 WDWM8863
6 ROCKWELL ST AC 1979 12.0 WDWM8865
6 NEWTON ST AC 1979 15.5 WDWM8951
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 WILTON ST AC 1980 124.2 WDWM8877
6 CALICO CIR AC 1980 337.4 WDWM2378
6 BEDFORD CYN RD AC 1980 22.4 WDWM2869
6 BEDFORD CYN RD AC 1980 119.0 WDWM3712
6 BEDFORD CYN RD AC 1980 343.7 WDWM3713
6 DRY GULCH RD AC 1980 659.9 WDWM2376
6 KLYNE ST AC 1980 457.5 WDWM2870
6 BLACKSMITH AC 1980 943.4 WDWM3346
6 CALICO CIR AC 1980 376.6 WDWM8753
6 SARSAPRILLA DR AC 1980 383.3 WDWM8754
6 CALICO CIR AC 1980 13.4 WDWM8764
6 SARSAPRILLA DR AC 1980 15.8 WDWM8765
6 CALICO CIR AC 1980 13.7 WDWM8766
6 CALICO CIR AC 1980 711.3 WDWM8787
6 LONG BRANCH RD AC 1980 225.9 WDWM8788
6 CALICO CIR AC 1980 269.8 WDWM8789
6 CALICO CIR AC 1980 14.8 WDWM8791
6 LONG BRANCH RD AC 1980 11.4 WDWM8793
6 CALICO CIR AC 1980 13.9 WDWM8794
6 BLACKSMITH AC 1980 259.1 WDWM8795
6 BLACKSMITH AC 1980 13.1 WDWM8797
6 LAYTON ST AC 1980 232.8 WDWM8870
6 STATE ST AC 1980 57.7 WDWM8902
6 BOYD ST AC 1980 23.9 WDWM8903
6 BOYD ST AC 1980 252.3 WDWM8906
6 SAW MILL RD AC 1980 243.9 WDWM8750
6 WHISKEY CK AC 1980 425.9 WDWM8751
6 CALICO CIR AC 1980 398.8 WDWM8752
6 DRY GULCH RD AC 1980 13.6 WDWM8761
6 CALICO CIR AC 1980 13.2 WDWM8762
6 WHISKEY CK AC 1980 13.4 WDWM8763
6 BLACKSMITH AC 1980 324.6 WDWM8772
6 BLACKSMITH AC 1980 13.4 WDWM8773
6 BLACKSMITH AC 1980 13.5 WDWM8774
6 BLACKSMITH AC 1980 41.4 WDWM8775
6 BLACKSMITH AC 1980 13.7 WDWM8796
6 KLYNE ST AC 1980 20.2 WDWM8842
6 KLYNE ST AC 1980 560.9 WDWM8843
6 BOYD ST AC 1980 23.6 WDWM8871
6 BOYD ST AC 1980 150.6 WDWM8872
6 STARNE RD AC 1980 9.1 WDWM10768
6 STARNE RD AC 1980 615.7 WDWM10771
6 UNKNOWN AC 1980 39.2 WDWM10871
6 UNKNOWN AC 1980 29.1 WDWM10872
6 UNKNOWN AC 1980 29.1 WDWM10873
6 UNKNOWN AC 1980 24.9 WDWM10877
6 UNKNOWN AC 1980 25.7 WDWM10878
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 UNKNOWN AC 1980 26.0 WDWM10879
8 EASEMENT CMLC 1980 580.7 WDWM4918
6 WINTON ST AC 1981 55.1 WDWM2383
6 WINTON ST AC 1981 151.8 WDWM2384
6 DEVON CIR AC 1981 529.9 WDWM10808
6 MY HI WY AC 1981 321.5 WDWM10813
6 LAYTON ST AC 1982 100.4 WDWM8873
6 KATY ST AC 1983 365.9 WDWM4952
6 KATY ST AC 1983 13.5 WDWM4955
6 BOBBIT ST AC 1983 175.7 WDWM8844
6 WINTON ST AC 1983 279.3 WDWM8855
6 WINTON ST AC 1983 13.4 WDWM8858
4 PIUTE CREEK DR AC 1984 288.9 WDWM6311
4 BOX CYN RD AC 1984 1126.4 WDWM6312
6 BOX CYN RD AC 1984 294.1 WDWM3257
6 BOX CYN RD AC 1984 575.9 WDWM3258
6 GINGERSNAP DR AC 1984 302.5 WDWM3259
6 SPINDLETOP DR AC 1984 424.4 WDWM3260
6 BOX CYN RD AC 1984 276.5 WDWM3261
6 PIUTE CREEK DR AC 1984 1754.2 WDWM3264
6 BELLVIEW CT PVC 1984 427.7 WDWM6831
6 SMERBER RD AC 1984 410.7 WDWM7999
8 ONTARIO AVE AC 1984 503.0 WDWM2805
8 PIUTE CREEK DR AC 1984 438.3 WDWM3253
8 PIUTE CREEK DR AC 1984 310.6 WDWM3254
8 PIUTE CREEK DR AC 1984 308.5 WDWM3255
8 BOX CYN RD AC 1984 592.2 WDWM3256
8 PIUTE CREEK DR AC 1984 361.3 WDWM3262
8 HIGH WATER WY AC 1984 443.0 WDWM3263
8 MARILYN DR DIP 1985 391.7 WDWM10680
6 DIPLOMAT AVE AC 1986 322.1 WDWM4925
6 WASHINGTON ST AC 1986 304.1 WDWM4970
6 GRAND VIEW DR AC 1986 863.8 WDWM7095
6 MARILYN DR AC 1986 25.4 WDWM10679
8 ENVOY AVE AC 1986 390.5 WDWM4928
6 CASE ST PVC 1987 140.3 WDWM4628
6 STATE ST AC 1987 468.5 WDWM10811
6 DIPLOMAT AVE AC 1988 28.0 WDWM3735
6 DIPLOMAT AVE AC 1988 109.0 WDWM3736
8 ENVOY AVE AC 1988 414.2 WDWM3431
8 ENVOY AVE AC 1988 7.9 WDWM4920
6 HAMIL ST AC 1990 124.5 WDWM8867
6 BOYD ST AC 1990 363.4 WDWM8869
6 ROCKWELL ST PVC 1990 13.5 WDWM8859
6 ROCKWELL ST PVC 1990 208.3 WDWM8862
6 LAYTON ST PVC 1990 411.5 WDWM8874
6 LAYTON ST PVC 1990 183.7 WDWM8875
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 SACKETT CT PVC 1990 209.5 WDWM8876
4 CARMELITA AVE AC 1991 118.8 WDWM7078
6 BEDFORD CANYON RD PVC 1992 809.3 WDWM4844
8 NEWTON ST AC 1992 177.8 WDWM8960
30 CHASE DR CMLC 1993 1773.1 WDWM9910
30 CHASE DR CMLC 1993 105.3 WDWM9911
30 TEMESCAL CYN RD CMLC 1993 2348.0 WDWM9914
30 TEMESCAL CYN RD CMLC 1993 79.8 WDWM9915
30 TEMESCAL CYN RD CMLC 1993 6.9 WDWM9916
30 TEMESCAL CYN RD CMLC 1993 10.7 WDWM10279
30 TEMESCAL CYN RD CMLC 1993 2.1 WDWM10280
30 ONTARIO AVE CMLC 1993 1106.5 WDWM10284
30 CHASE DR CMLC 1993 1028.7 WDWM10285
30 CHASE DR CMLC 1993 1810.3 WDWM10286
30 CHASE DR CMLC 1993 300.4 WDWM10765
8 DIPLOMAT AVE PVC 1995 11.5 WDWM3283
8 DIPLOMAT AVE PVC 1995 141.3 WDWM3284
6 WILDLIFE LN CMLC 1996 367.6 WDWM6909
6 WILDLIFE LN CMLC 1996 544.2 WDWM10804
4 KATY ST AC 1997 333.7 WDWM6411
4 KATY ST AC 1997 15.0 WDWM6421
4 KATY ST AC 1997 7.4 WDWM6422
6 EASEMENT AC 1997 158.0 WDWM2819
6 DIPLOMAT AVE AC 1997 519.0 WDWM3282
6 EVELYN ST PVC 1997 23.6 WDWM6983
10 LIBERTY ST CMLC 1997 654.2 WDWM2854
6 DIPLOMAT AV PVC 1999 173.6 WDWM58
6 KATY WY PVC 1999 476.7 WDWM7094
6 AMBASSADOR AVE SP 1999 7.4 WDWM6533
6 EVELYN ST PVC 1999 479.5 WDWM6982
8 AMBASSADOR AV PVC 1999 499.3 WDWM56
8 CONSUL AV PVC 1999 518.9 WDWM57
8 UNKNOWN PVC 2000 219.5 WDWM10774
16 BEDFORD CANYON RD CMLC 2000 3769.9 WDWM10158
6 UNKNOWN PVC 2001 10.3 WDWM120
6 ROCKWELL ST PVC 2001 29.0 WDWM182
12 FOOTHILL PY PVC 2001 465.0 WDWM247
12 FOOTHILL PY PVC 2001 644.9 WDWM248
12 FOOTHILL PY PVC 2001 16.5 WDWM249
12 FOOTHILL PY PVC 2001 13.7 WDWM250
12 FOOTHILL PY PVC 2001 37.9 WDWM251
12 FOOTHILL PY PVC 2001 635.0 WDWM1147
12 FOOTHILL PY PVC 2001 22.4 WDWM1148
12 FOOTHILL PY PVC 2001 15.3 WDWM1149
12 FOOTHILL PY PVC 2001 38.9 WDWM1150
12 FOOTHILL PY PVC 2001 15.9 WDWM1682
12 FOOTHILL PY PVC 2001 354.6 WDWM6981
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 12 FOOTHILL PY PVC 2001 801.4 WDWM7091
12 FOOTHILL PY PVC 2001 5.8 WDWM7372
12 FOOTHILL PY PVC 2001 483.3 WDWM10772
12 FOOTHILL PY PVC 2001 213.2 WDWM10773
12 FOOTHILL PY PVC 2001 8.1 WDWM10775
12 FOOTHILL PY PVC 2001 192.5 WDWM10776
12 FOOTHILL PY PVC 2001 7.6 WDWM1682
6 TEMESCAL CYN RD CMLC 2002 144.9 WDWM4968
6 BOYD ST PVC 2002 308.0 WDWM8838
8 AMBROSIO CI PVC 2002 527.9 WDWM6828
8 WILDLIFE RD PVC 2002 282.5 WDWM6829
8 WILDLIFE RD PVC 2002 19.9 WDWM10803
10 TEMESCAL CYN RD CMLC 2002 18.1 WDWM9245
10 TEMESCAL CYN RD CMLC 2002 35.7 WDWM9246
12 UNKNOWN PVC 2002 129.6 WDWM6989
12 UNKNOWN DIP 2002 189.2 WDWM7037
30 CHASE DR SP 2002 767.8 WDWM7326
8 QUAIL HILL DR PVC 2003 478.0 WDWM6830
12 TEMESCAL CANYON RD PVC 2003 10.0 WDWM6984
12 TEMESCAL CANYON RD PVC 2003 875.8 WDWM6985
12 TEMESCAL CANYON RD PVC 2003 730.4 WDWM7021
6 BOYD ST DIP 2004 7.6 WDWM8912
6 BOYD ST DIP 2004 7.4 WDWM8913
8 WINTON ST PVC 2004 268.0 WDWM8911
8 ARCADIA ST PVC 2005 141.3 WDWM1151
8 FRANCISCA AV PVC 2005 586.0 WDWM1152
8 FRANCISCA AV PVC 2005 942.5 WDWM1153
8 SANTA ANITA ST PVC 2005 278.7 WDWM10698
12 UNKNOWN PVC 2005 313.0 WDWM962
12 TEMESCAL CANYON RD PVC 2005 118.4 WDWM7433
8 EASEMENT PVC 2006 476.8 WDWM1651
8 EASEMENT PVC 2006 591.3 WDWM8032
8 UNKNOWN DIP 2007 33.5 WDWM8910
4 CORONITA ST CMLC 2008 250.9 WDWM6413
8 UNKNOWN PVC 2009 299.6 WDWM10702
8 UNKNOWN PVC 2009 232.4 WDWM10703
8 UNKNOWN PVC 2009 263.7 WDWM10704
8 UNKNOWN PVC 2009 256.6 WDWM10705
8 UNKNOWN PVC 2009 353.8 WDWM10706
8 UNKNOWN PVC 2009 256.9 WDWM10707
8 UNKNOWN PVC 2009 301.3 WDWM10708
8 UNKNOWN PVC 2009 458.6 WDWM10709
8 UNKNOWN PVC 2009 19.5 WDWM10710
8 EL CERRITO RD DIP 2009 121.9 WDWM10711
8 UNKNOWN PVC 2009 8.3 WDWM10869
6 KATY WY DIP 2011 4.4 WDWM7310
8 KATY WY DIP 2011 59.0 WDWM7309
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 MARILYN DR DIP 2011 63.7 WDWM10677
12 EL CERRITO RD DIP 2011 71.3 WDWM7308
12 EL CERRITO RD DIP 2011 507.9 WDWM7311
12 EL CERRITO RD DIP 2011 453.5 WDWM7312
8 MINNESOTA RD DIP 2012 6.7 WDWM7313
8 MINNESOTA RD DIP 2012 194.9 WDWM7314
8 MARILYN DR DIP 2014 1203.4 WDWM10681
8 UNKNOWN PVC 2014 917.3 UNKNOWN
4 UNKNOWN CMLC 2015 34.5 UNKNOWN
6 UNKNOWN CMLC 2015 3.2 UNKNOWN
6 UNKNOWN CMLC 2015 3.5 UNKNOWN
6 UNKNOWN CMLC 2015 14.0 UNKNOWN
8 EASEMENT DIP 2015 143.4 WDWM10784
8 RUDELL RD DIP 2015 1213.4 WDWM10870
8 UNKNOWN CMLC 2015 12.6 UNKNOWN
8 UNKNOWN CMLC 2015 19.9 UNKNOWN
10 UNKNOWN CMLC 2015 113.1 UNKNOWN
12 UNKNOWN CMLC 2015 833.7 UNKNOWN
12 UNKNOWN CMLC 2015 795.0 UNKNOWN
12 UNKNOWN CMLC 2015 425.1 UNKNOWN
12 UNKNOWN CMLC 2015 522.1 UNKNOWN
12 UNKNOWN CMLC 2015 649.3 UNKNOWN
12 UNKNOWN CMLC 2015 14.4 UNKNOWN
12 UNKNOWN CMLC 2015 13.5 UNKNOWN
12 UNKNOWN PVC 2015 184.0 UNKNOWN
16 FOOTHILL PY DIP 2015 351.1 WDWM10782
16 UNKNOWN CMLC 2015 73.9 UNKNOWN
8 UNKNOWN PVC 2017 1380.9 WDWM11045
8 UNKNOWN PVC 2017 42.1 WDWM11046
8 UNKNOWN PVC 2017 33.4 WDWM11047
8 UNKNOWN DIP 2019 184.2 UNKNOWN
6 MARILYN DR AC 2020 2544.4 WDWM10678
Area of Concern: Downtown
Table 10– Summary of Downtown Pipeline Diameters Less than 8 Inches DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 EASEMENT SP 1925 19.9 WDWM3878
2 EASEMENT SP 1925 397.2 WDWM3886
2 EASEMENT SP 1925 379.2 WDWM3896
2 EASEMENT SP 1925 8.7 WDWM3913
2 UNKNOWN SP 1925 160.1 WDWM3961
2 UNKNOWN SP 1925 112.9 WDWM3962
2 MERRILL ST SP 1949 58.8 WDWM3963
2 ALLEY SP 1925 234.7 WDWM3964
2 MERRILL ST PVC 1949 93.7 WDWM3965
2 MERRILL ST SP 1949 491.5 WDWM4138
2 UNKNOWN SP 1925 510.0 WDWM4140
2 EASEMENT SP 1925 14.1 WDWM4221
2 QUARRY ST SP 1925 252.3 WDWM4301
2 EASEMENT SP 1925 377.4 WDWM4303
2 E GRAND BLVD SP 1932 176.6 WDWM4304
2 EASEMENT SP 1925 123.1 WDWM4305
2 EASEMENT SP 1925 374.4 WDWM4322
2 EASEMENT SP 1925 768.1 WDWM4325
2 EASEMENT SP 1925 768.1 WDWM4326
2 EASEMENT SP 1925 395.3 WDWM4327
2 EASEMENT SP 1925 552.7 WDWM4328
2 EASEMENT SP 1925 383.4 WDWM4334
2 EASEMENT SP 1925 553.9 WDWM4335
2 EASEMENT SP 1925 21.4 WDWM4336
2 EASEMENT SP 1925 63.2 WDWM4337
2 EASEMENT SP 1925 119.6 WDWM4339
2 EASEMENT SP 1925 652.7 WDWM4343
2 EASEMENT SP 1925 29.7 WDWM4344
2 FOURTH ST SP 1932 66.7 WDWM4362
2 EASEMENT SP 1925 51.2 WDWM4363
2 EASEMENT SP 1925 382.8 WDWM4425
2 EASEMENT SP 1925 345.2 WDWM4494
2 EASEMENT SP 1925 562.7 WDWM4514
2 EASEMENT SP 1925 16.5 WDWM4523
2 EASEMENT SP 1925 557.2 WDWM4635
2 EASEMENT SP 1955 304.8 WDWM4858
2 UNKNOWN SP 1928 11.2 WDWM4881
2 GRAND BLVD COP 1925 125.3 WDWM4905
2 EASEMENT PVC 1925 212.1 WDWM5002
2 EASEMENT SP 1925 203.0 WDWM5012
2 EASEMENT SP 1925 565.7 WDWM5013
2 EASEMENT COP 1969 42.0 WDWM5047
2 EASEMENT COP 1969 150.8 WDWM5048
2 EASEMENT SP 1931 23.6 WDWM5067
2 EASEMENT SP 1931 19.3 WDWM5068
2 THIRD ST SP 1925 121.8 WDWM5069
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 EASEMENT SP 1925 169.1 WDWM5071
2 EASEMENT SP 1925 109.2 WDWM5072
2 EASEMENT SP 1925 117.4 WDWM5086
2 EASEMENT SP 1970 9.7 WDWM5095
2 EASEMENT SP 1925 14.4 WDWM5101
2 GRAND BLVD PEP 1980 260.4 WDWM5239
2 FIFTH ST SP 1987 28.4 WDWM5802
2 EASEMENT COP 2005 31.1 WDWM6645
2 EASEMENT SP 1925 169.4 WDWM7158
2 EASEMENT SP 1925 4.0 WDWM7393
2 EASEMENT SP 1925 675.1 WDWM9218
2 EASEMENT COP 1980 214.5 WDWM9222
2 EASEMENT SP 1925 170.5 WDWM9226
2 EASEMENT PEP 1980 95.1 WDWM5221
2 EASEMENT PEP 1980 99.7 WDWM5222
2 EASEMENT PEP 1980 108.9 WDWM5223
2 EASEMENT PEP 1980 119.5 WDWM5224
2 UNKNOWN COP 1992 104.5 WDWM5472
2 EASEMENT PEP 1980 225.2 WDWM5473
2 EASEMENT SP 1925 170.4 WDWM10568
2 EASEMENT SP 1925 411.4 WDWM10569
2 EASEMENT SP 1925 394.1 WDWM10695
2 EASEMENT SP 1925 195.5 WDWM10697
2 EASEMENT SP 1925 378.5 WDWM10835
2 EASEMENT PVC 1925 18.4 WDWM5002
2 MERRILL ST PVC 1949 1.1 WDWM3965
2 EASEMENT SP 1925 2.0 WDWM9218
2 UNKNOWN COP 1992 12.4 WDWM5472
3 EASEMENT SP 1925 1218.7 WDWM3941
3 EASEMENT SP 1930 117.5 WDWM4338
3 EASEMENT SP 1930 349.1 WDWM4340
3 EASEMENT SP 1930 18.9 WDWM4341
3 EASEMENT SP 1930 5.9 WDWM4342
4 EASEMENT PVC 2004 390.2 WDWM1730
4 ALLEY PVC 1999 168.4 WDWM1717
4 SHERIDAN ST CIPP 1972 368.5 WDWM6219
4 EASEMENT AC 1972 421.0 WDWM6220
4 EASEMENT AC 1973 520.6 WDWM6221
4 EASEMENT AC 1991 114.7 WDWM6222
4 EASEMENT AC 1991 364.8 WDWM6223
4 EASEMENT AC 1973 127.2 WDWM6224
4 EASEMENT AC 1972 567.4 WDWM6225
4 EASEMENT AC 1972 712.6 WDWM6346
4 EASEMENT SP 1926 21.0 WDWM6348
4 UNKNOWN SP 1925 370.5 WDWM6358
4 UNKNOWN AC 1967 129.7 WDWM6362
4 UNKNOWN AC 1967 30.5 WDWM6363
4 UNKNOWN CMLC 1956 466.2 WDWM6364
4 EASEMENT SP 1927 374.2 WDWM6365
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 EASEMENT SP 1927 374.3 WDWM6366
4 EASEMENT SP 1927 397.8 WDWM6367
4 EASEMENT SP 1927 178.7 WDWM6368
4 EASEMENT AC 1970 8.7 WDWM6369
4 EASEMENT AC 1970 68.8 WDWM6370
4 EASEMENT AC 1970 13.1 WDWM6371
4 EASEMENT AC 1970 78.7 WDWM6372
4 UNKNOWN SP 1925 544.9 WDWM6373
4 FIFTH ST SP 1925 197.1 WDWM6374
4 EASEMENT CIPP 1952 166.1 WDWM6375
4 NINTH ST SP 1925 394.3 WDWM6392
4 NINTH ST SP 1925 376.3 WDWM6393
4 NINTH ST SP 1925 180.6 WDWM6394
4 EASEMENT AC 1970 7.4 WDWM6395
4 EASEMENT CIPP 1952 170.7 WDWM6425
4 UNKNOWN AC 1992 230.9 WDWM6436
4 UNKNOWN AC 1992 32.6 WDWM6437
4 KRESS CT SP 1967 438.8 WDWM6438
4 EASEMENT CIPP 1952 159.2 WDWM6441
4 NINTH ST SP 1986 39.2 WDWM6448
4 NINTH ST SP 1925 368.5 WDWM9212
4 EASEMENT SP 1927 170.7 WDWM9220
4 FIFTH ST SP 1925 157.5 WDWM10694
4 FOURTH ST AC 1958 38.9 WDWM10830
4 UNKNOWN SP 1925 12.4 WDWM6358
4 SIXTH ST DIP 1989 61.7 WDWM10733
4 UNKNOWN DIP 2020 10.6 UNKNOWN
4 UNKNOWN DIP 2020 9.5 UNKNOWN
6 GRAND BL PVC 2001 148.6 WDWM1247
6 GRAND BL PVC 2001 73.2 WDWM1248
6 SCHOOL ST PVC 2005 141.9 WDWM1358
6 ALLEY PVC 2005 163.8 WDWM1372
6 BELLE AVE AC 1972 365.6 WDWM2051
6 TAYLOR AVE AC 1964 175.6 WDWM2052
6 OLIVE ST AC 1983 14.2 WDWM2053
6 OLIVE ST AC 1983 292.1 WDWM2054
6 EASEMENT CIPP 1951 729.3 WDWM2711
6 UNKNOWN CIPP 1951 160.1 WDWM2712
6 EASEMENT AC 1968 206.3 WDWM2713
6 KENDALL ST AC 1973 933.6 WDWM3322
6 EASEMENT CIPP 1931 190.6 WDWM3323
6 EASEMENT AC 1969 57.4 WDWM3870
6 BELLE AVE AC 1969 43.7 WDWM3871
6 GRAND BLVD CIPP 1931 202.7 WDWM3873
6 GRAND BLVD CIPP 1931 26.6 WDWM3874
6 GRAND BLVD CIPP 1931 19.2 WDWM3875
6 EASEMENT CIPP 1931 177.0 WDWM3876
6 EASEMENT CIPP 1931 7.8 WDWM3877
6 SEVENTH ST CIPP 1946 40.8 WDWM3891
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 SEVENTH ST CIPP 1946 167.9 WDWM3892
6 SEVENTH ST CIPP 1946 179.8 WDWM3893
6 SEVENTH ST CIPP 1946 7.8 WDWM3894
6 WASHBURN ST PVC 1965 375.3 WDWM3895
6 SEVENTH ST CIPP 1946 195.6 WDWM3897
6 SEVENTH ST PVC 1946 371.6 WDWM3905
6 2ND ST AC 1974 37.3 WDWM3918
6 GRAND BLVD AC 1974 2.0 WDWM3919
6 GRAND BLVD AC 1974 19.0 WDWM3920
6 GRAND BLVD AC 1974 1.9 WDWM3921
6 VICENTIA AVE AC 1931 32.0 WDWM3924
6 VICENTIA AVE AC 1931 375.7 WDWM3925
6 VICENTIA AVE CIPP 1931 357.9 WDWM3930
6 EASEMENT CIPP 1925 31.8 WDWM3932
6 ELEVENTH ST CIPP 1931 12.6 WDWM3938
6 ELEVENTH ST CIPP 1931 13.1 WDWM3939
6 ELEVENTH ST CIPP 1931 137.7 WDWM3940
6 VICENTIA AVE SP 1926 343.7 WDWM3942
6 EASEMENT CIPP 1931 28.0 WDWM3943
6 ELEVENTH ST CIPP 1931 207.2 WDWM3944
6 EASEMENT CIPP 1931 1021.4 WDWM3945
6 KELLEY AVE AC 1964 1107.7 WDWM3948
6 RAILROAD ST CIPP 1944 203.1 WDWM4136
6 RAILROAD ST CIPP 1944 881.4 WDWM4139
6 UNKNOWN AC 1977 22.0 WDWM4217
6 ARROYO ST AC 1970 202.3 WDWM4302
6 CEDAR ST AC 1974 8.3 WDWM4307
6 CEDAR ST AC 1974 304.7 WDWM4308
6 UNKNOWN AC 1977 147.6 WDWM4310
6 PINE ST CIPP 1954 13.4 WDWM4315
6 PARK LN AC 1977 205.1 WDWM4316
6 PARK LN AC 1977 372.8 WDWM4317
6 GARRETSON AVE SP 1946 146.6 WDWM4318
6 GARRETSON AVE SP 1946 218.0 WDWM4319
6 EASEMENT SP 1925 9.2 WDWM4320
6 SEVENTH ST CIPP 1944 183.2 WDWM4330
6 SEVENTH ST CIPP 1944 210.2 WDWM4331
6 SEVENTH ST CIPP 1944 202.1 WDWM4332
6 SEVENTH ST CIPP 1944 181.1 WDWM4333
6 GRAND BL SP 1925 241.8 WDWM4365
6 GARRETSON AVE SP 1946 167.5 WDWM4367
6 LANCER LN CIPP 1956 6.7 WDWM4426
6 LANCER ST CIPP 1956 1119.1 WDWM4427
6 EASEMENT CIPP 1931 109.7 WDWM4441
6 PEPPER TREE LN AC 1969 195.2 WDWM4443
6 EASEMENT CIPP 1931 84.0 WDWM4463
6 SEVENTH ST CIPP 1946 422.3 WDWM4478
6 PARK LN AC 1977 195.2 WDWM4486
6 CEDAR ST AC 1977 459.2 WDWM4487
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 PARK LN AC 1977 705.3 WDWM4489
6 UNKNOWN AC 1977 114.2 WDWM4524
6 EASEMENT SP 1925 73.2 WDWM4525
6 GARRETSON AVE SP 1946 465.7 WDWM4526
6 EASEMENT CIPP 1931 205.6 WDWM4527
6 EASEMENT CIPP 1931 399.4 WDWM4528
6 EASEMENT CIPP 1931 1.5 WDWM4529
6 VICENTIA AVE CIPP 1931 10.5 WDWM4622
6 UNKNOWN AC 1979 744.1 WDWM4624
6 VICENTIA AVE CIPP 1931 31.6 WDWM4626
6 SEVENTH ST CIPP 1944 370.9 WDWM4848
6 SEVENTH ST CIPP 1944 8.0 WDWM4849
6 COTA ST CMLC 1955 968.4 WDWM4857
6 SEVENTH ST CIPP 1944 16.3 WDWM4876
6 SEVENTH ST CIPP 1944 181.7 WDWM4877
6 UNKNOWN CIPP 1938 688.5 WDWM4893
6 GRAND BLVD CIPP 1931 53.4 WDWM5000
6 GRAND BLVD CIPP 1931 192.2 WDWM5001
6 EASEMENT AC 1973 794.7 WDWM5003
6 10TH ST AC 1977 358.4 WDWM5014
6 PARK LN AC 1977 143.4 WDWM5015
6 EASEMENT SP 1977 224.5 WDWM5032
6 EASEMENT SP 1977 372.8 WDWM5033
6 EASEMENT SP 1977 7.1 WDWM5034
6 EASEMENT SP 1978 164.9 WDWM5035
6 EASEMENT SP 1977 43.2 WDWM5038
6 EASEMENT CIPP 1969 7.4 WDWM5044
6 EASEMENT CIPP 1969 515.6 WDWM5045
6 SEVENTH ST CIPP 1970 12.6 WDWM5049
6 COTA AV PVC 2004 47.7 WDWM1325
6 E GRAND BLVD AC 1973 418.1 WDWM5070
6 PALM AVE AC 1969 213.7 WDWM5076
6 VICTORIA AVE AC 1969 5.5 WDWM5077
6 VICTORIA AVE AC 1969 33.7 WDWM5078
6 PARK LN AC 1977 595.2 WDWM5087
6 GRAND BLVD SP 1925 6.1 WDWM5097
6 BELLE AVE CIPP 1982 42.0 WDWM5803
6 ELEVENTH ST CIPP 1982 23.8 WDWM5845
6 ELEVENTH ST CIPP 1982 36.2 WDWM5846
6 MERRILL ST AC 1987 158.5 WDWM5880
6 WASHBURN CIR AC 1980 15.0 WDWM5883
6 HOWARD ST CIPP 1990 28.0 WDWM5911
6 VICENTIA AVE SP 1926 201.9 WDWM6949
6 VICENTIA AVE SP 1978 14.5 WDWM6950
6 EASEMENT AC 1960 844.5 WDWM7162
6 VICENTIA AVE SP 1926 167.2 WDWM7389
6 SEVENTH ST CIPP 1946 373.3 WDWM7595
6 SCHOOL ST PVC 2005 124.2 WDWM9240
6 NINTH ST AC 1982 489.2 WDWM5454
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 UNKNOWN AC 1993 31.1 WDWM5874
6 UNKNOWN AC 1993 124.6 WDWM5875
6 UNKNOWN AC 1993 10.0 WDWM5876
6 UNKNOWN AC 1993 15.0 WDWM5877
6 EASEMENT PVC 2001 100.6 WDWM9255
6 COTA ST AC 1974 342.9 WDWM10819
6 2ND ST PVC 1974 261.4 WDWM10821
6 UNKNOWN AC 2017 335.3 WDWM12552
6 UNKNOWN CMLC 2017 3.6 WDWM12559
6 UNKNOWN CMLC 1978 61.0 WDWM12571
6 UNKNOWN AC 1925 144.5 UNKNOWN
6 UNKNOWN PVC 2017 20.0 UNKNOWN
6 UNKNOWN AC 2001 309.6 UNKNOWN
Table 11– Summary of Downtown Pipeline Materials
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 EASEMENT SP 1925 19.9 WDWM3878
2 EASEMENT SP 1925 397.2 WDWM3886
2 EASEMENT SP 1925 379.2 WDWM3896
2 EASEMENT SP 1925 8.7 WDWM3913
2 UNKNOWN SP 1925 160.1 WDWM3961
2 UNKNOWN SP 1925 112.9 WDWM3962
2 MERRILL ST SP 1949 58.8 WDWM3963
2 ALLEY SP 1925 234.7 WDWM3964
2 MERRILL ST PVC 1949 93.7 WDWM3965
2 MERRILL ST SP 1949 491.5 WDWM4138
2 UNKNOWN SP 1925 510.0 WDWM4140
2 EASEMENT SP 1925 14.1 WDWM4221
2 QUARRY ST SP 1925 252.3 WDWM4301
2 EASEMENT SP 1925 377.4 WDWM4303
2 E GRAND BLVD SP 1932 176.6 WDWM4304
2 EASEMENT SP 1925 123.1 WDWM4305
2 EASEMENT SP 1925 374.4 WDWM4322
2 EASEMENT SP 1925 768.1 WDWM4325
2 EASEMENT SP 1925 768.1 WDWM4326
2 EASEMENT SP 1925 395.3 WDWM4327
2 EASEMENT SP 1925 552.7 WDWM4328
2 EASEMENT SP 1925 383.4 WDWM4334
2 EASEMENT SP 1925 553.9 WDWM4335
2 EASEMENT SP 1925 21.4 WDWM4336
2 EASEMENT SP 1925 63.2 WDWM4337
2 EASEMENT SP 1925 119.6 WDWM4339
2 EASEMENT SP 1925 652.7 WDWM4343
2 EASEMENT SP 1925 29.7 WDWM4344
2 FOURTH ST SP 1932 66.7 WDWM4362
2 EASEMENT SP 1925 51.2 WDWM4363
2 EASEMENT SP 1925 382.8 WDWM4425
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 EASEMENT SP 1925 345.2 WDWM4494
2 EASEMENT SP 1925 562.7 WDWM4514
2 EASEMENT SP 1925 16.5 WDWM4523
2 EASEMENT SP 1925 557.2 WDWM4635
2 EASEMENT SP 1955 304.8 WDWM4858
2 UNKNOWN SP 1928 11.2 WDWM4881
2 GRAND BLVD COP 1925 125.3 WDWM4905
2 EASEMENT PVC 1925 212.1 WDWM5002
2 EASEMENT SP 1925 203.0 WDWM5012
2 EASEMENT SP 1925 565.7 WDWM5013
2 EASEMENT COP 1969 42.0 WDWM5047
2 EASEMENT COP 1969 150.8 WDWM5048
2 EASEMENT SP 1931 23.6 WDWM5067
2 EASEMENT SP 1931 19.3 WDWM5068
2 THIRD ST SP 1925 121.8 WDWM5069
2 EASEMENT SP 1925 169.1 WDWM5071
2 EASEMENT SP 1925 109.2 WDWM5072
2 EASEMENT SP 1925 117.4 WDWM5086
2 EASEMENT SP 1970 9.7 WDWM5095
2 EASEMENT SP 1925 14.4 WDWM5101
2 GRAND BLVD PEP 1980 260.4 WDWM5239
2 FIFTH ST SP 1987 28.4 WDWM5802
2 EASEMENT COP 2005 31.1 WDWM6645
2 EASEMENT SP 1925 169.4 WDWM7158
2 EASEMENT SP 1925 4.0 WDWM7393
2 EASEMENT SP 1925 675.1 WDWM9218
2 EASEMENT COP 1980 214.5 WDWM9222
2 EASEMENT SP 1925 170.5 WDWM9226
2 EASEMENT PEP 1980 95.1 WDWM5221
2 EASEMENT PEP 1980 99.7 WDWM5222
2 EASEMENT PEP 1980 108.9 WDWM5223
2 EASEMENT PEP 1980 119.5 WDWM5224
2 UNKNOWN COP 1992 104.5 WDWM5472
2 EASEMENT PEP 1980 225.2 WDWM5473
2 EASEMENT SP 1925 170.4 WDWM10568
2 EASEMENT SP 1925 411.4 WDWM10569
2 EASEMENT SP 1925 394.1 WDWM10695
2 EASEMENT SP 1925 195.5 WDWM10697
2 EASEMENT SP 1925 378.5 WDWM10835
2 EASEMENT PVC 1925 18.4 WDWM5002
2 MERRILL ST PVC 1949 1.1 WDWM3965
2 EASEMENT SP 1925 2.0 WDWM9218
2 UNKNOWN COP 1992 12.4 WDWM5472
3 EASEMENT SP 1925 1218.7 WDWM3941
3 EASEMENT SP 1930 117.5 WDWM4338
3 EASEMENT SP 1930 349.1 WDWM4340
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 3 EASEMENT SP 1930 18.9 WDWM4341
3 EASEMENT SP 1930 5.9 WDWM4342
4 EASEMENT PVC 2004 390.2 WDWM1730
4 ALLEY PVC 1999 168.4 WDWM1717
4 SHERIDAN ST CIPP 1972 368.5 WDWM6219
4 EASEMENT AC 1972 421.0 WDWM6220
4 EASEMENT AC 1973 520.6 WDWM6221
4 EASEMENT AC 1991 114.7 WDWM6222
4 EASEMENT AC 1991 364.8 WDWM6223
4 EASEMENT AC 1973 127.2 WDWM6224
4 EASEMENT AC 1972 567.4 WDWM6225
4 EASEMENT AC 1972 712.6 WDWM6346
4 EASEMENT SP 1926 21.0 WDWM6348
4 UNKNOWN SP 1925 370.5 WDWM6358
4 UNKNOWN AC 1967 129.7 WDWM6362
4 UNKNOWN AC 1967 30.5 WDWM6363
4 UNKNOWN CMLC 1956 466.2 WDWM6364
4 EASEMENT SP 1927 374.2 WDWM6365
4 EASEMENT SP 1927 374.3 WDWM6366
4 EASEMENT SP 1927 397.8 WDWM6367
4 EASEMENT SP 1927 178.7 WDWM6368
4 EASEMENT AC 1970 8.7 WDWM6369
4 EASEMENT AC 1970 68.8 WDWM6370
4 EASEMENT AC 1970 13.1 WDWM6371
4 EASEMENT AC 1970 78.7 WDWM6372
4 UNKNOWN SP 1925 544.9 WDWM6373
4 FIFTH ST SP 1925 197.1 WDWM6374
4 EASEMENT CIPP 1952 166.1 WDWM6375
4 NINTH ST SP 1925 394.3 WDWM6392
4 NINTH ST SP 1925 376.3 WDWM6393
4 NINTH ST SP 1925 180.6 WDWM6394
4 EASEMENT AC 1970 7.4 WDWM6395
4 EASEMENT CIPP 1952 170.7 WDWM6425
4 UNKNOWN AC 1992 230.9 WDWM6436
4 UNKNOWN AC 1992 32.6 WDWM6437
4 KRESS CT SP 1967 438.8 WDWM6438
4 EASEMENT CIPP 1952 159.2 WDWM6441
4 NINTH ST SP 1986 39.2 WDWM6448
4 NINTH ST SP 1925 368.5 WDWM9212
4 EASEMENT SP 1927 170.7 WDWM9220
4 FIFTH ST SP 1925 157.5 WDWM10694
4 FOURTH ST AC 1958 38.9 WDWM10830
4 UNKNOWN SP 1925 12.4 WDWM6358
4 SIXTH ST DIP 1989 61.7 WDWM10733
4 UNKNOWN DIP 2020 10.6 UNKNOWN
4 UNKNOWN DIP 2020 9.5 UNKNOWN
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 GRAND BL PVC 2001 148.6 WDWM1247
6 GRAND BL PVC 2001 73.2 WDWM1248
6 SCHOOL ST PVC 2005 141.9 WDWM1358
6 ALLEY PVC 2005 163.8 WDWM1372
6 BELLE AVE AC 1972 365.6 WDWM2051
6 TAYLOR AVE AC 1964 175.6 WDWM2052
6 OLIVE ST AC 1983 14.2 WDWM2053
6 OLIVE ST AC 1983 292.1 WDWM2054
6 EASEMENT CIPP 1951 729.3 WDWM2711
6 UNKNOWN CIPP 1951 160.1 WDWM2712
6 EASEMENT AC 1968 206.3 WDWM2713
6 KENDALL ST AC 1973 933.6 WDWM3322
6 EASEMENT CIPP 1931 190.6 WDWM3323
6 EASEMENT AC 1969 57.4 WDWM3870
6 BELLE AVE AC 1969 43.7 WDWM3871
6 GRAND BLVD CIPP 1931 202.7 WDWM3873
6 GRAND BLVD CIPP 1931 26.6 WDWM3874
6 GRAND BLVD CIPP 1931 19.2 WDWM3875
6 EASEMENT CIPP 1931 177.0 WDWM3876
6 EASEMENT CIPP 1931 7.8 WDWM3877
6 SEVENTH ST CIPP 1946 40.8 WDWM3891
6 SEVENTH ST CIPP 1946 167.9 WDWM3892
6 SEVENTH ST CIPP 1946 179.8 WDWM3893
6 SEVENTH ST CIPP 1946 7.8 WDWM3894
6 WASHBURN ST PVC 1965 375.3 WDWM3895
6 SEVENTH ST CIPP 1946 195.6 WDWM3897
6 SEVENTH ST PVC 1946 371.6 WDWM3905
6 2ND ST AC 1974 37.3 WDWM3918
6 GRAND BLVD AC 1974 2.0 WDWM3919
6 GRAND BLVD AC 1974 19.0 WDWM3920
6 GRAND BLVD AC 1974 1.9 WDWM3921
6 VICENTIA AVE AC 1931 32.0 WDWM3924
6 VICENTIA AVE AC 1931 375.7 WDWM3925
6 VICENTIA AVE CIPP 1931 357.9 WDWM3930
6 EASEMENT CIPP 1925 31.8 WDWM3932
6 ELEVENTH ST CIPP 1931 12.6 WDWM3938
6 ELEVENTH ST CIPP 1931 13.1 WDWM3939
6 ELEVENTH ST CIPP 1931 137.7 WDWM3940
6 VICENTIA AVE SP 1926 343.7 WDWM3942
6 EASEMENT CIPP 1931 28.0 WDWM3943
6 ELEVENTH ST CIPP 1931 207.2 WDWM3944
6 EASEMENT CIPP 1931 1021.4 WDWM3945
6 KELLEY AVE AC 1964 1107.7 WDWM3948
6 RAILROAD ST CIPP 1944 203.1 WDWM4136
6 RAILROAD ST CIPP 1944 881.4 WDWM4139
6 UNKNOWN AC 1977 22.0 WDWM4217
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 ARROYO ST AC 1970 202.3 WDWM4302
6 CEDAR ST AC 1974 8.3 WDWM4307
6 CEDAR ST AC 1974 304.7 WDWM4308
6 UNKNOWN AC 1977 147.6 WDWM4310
6 PINE ST CIPP 1954 13.4 WDWM4315
6 PARK LN AC 1977 205.1 WDWM4316
6 PARK LN AC 1977 372.8 WDWM4317
6 GARRETSON AVE SP 1946 146.6 WDWM4318
6 GARRETSON AVE SP 1946 218.0 WDWM4319
6 EASEMENT SP 1925 9.2 WDWM4320
6 SEVENTH ST CIPP 1944 183.2 WDWM4330
6 SEVENTH ST CIPP 1944 210.2 WDWM4331
6 SEVENTH ST CIPP 1944 202.1 WDWM4332
6 SEVENTH ST CIPP 1944 181.1 WDWM4333
6 GRAND BL SP 1925 241.8 WDWM4365
6 GARRETSON AVE SP 1946 167.5 WDWM4367
6 LANCER LN CIPP 1956 6.7 WDWM4426
6 LANCER ST CIPP 1956 1119.1 WDWM4427
6 EASEMENT CIPP 1931 109.7 WDWM4441
6 PEPPER TREE LN AC 1969 195.2 WDWM4443
6 EASEMENT CIPP 1931 84.0 WDWM4463
6 SEVENTH ST CIPP 1946 422.3 WDWM4478
6 PARK LN AC 1977 195.2 WDWM4486
6 CEDAR ST AC 1977 459.2 WDWM4487
6 PARK LN AC 1977 705.3 WDWM4489
6 UNKNOWN AC 1977 114.2 WDWM4524
6 EASEMENT SP 1925 73.2 WDWM4525
6 GARRETSON AVE SP 1946 465.7 WDWM4526
6 EASEMENT CIPP 1931 205.6 WDWM4527
6 EASEMENT CIPP 1931 399.4 WDWM4528
6 EASEMENT CIPP 1931 1.5 WDWM4529
6 VICENTIA AVE CIPP 1931 10.5 WDWM4622
6 UNKNOWN AC 1979 744.1 WDWM4624
6 VICENTIA AVE CIPP 1931 31.6 WDWM4626
6 SEVENTH ST CIPP 1944 370.9 WDWM4848
6 SEVENTH ST CIPP 1944 8.0 WDWM4849
6 COTA ST CMLC 1955 968.4 WDWM4857
6 SEVENTH ST CIPP 1944 16.3 WDWM4876
6 SEVENTH ST CIPP 1944 181.7 WDWM4877
6 UNKNOWN CIPP 1938 688.5 WDWM4893
6 GRAND BLVD CIPP 1931 53.4 WDWM5000
6 GRAND BLVD CIPP 1931 192.2 WDWM5001
6 EASEMENT AC 1973 794.7 WDWM5003
6 10TH ST AC 1977 358.4 WDWM5014
6 PARK LN AC 1977 143.4 WDWM5015
6 EASEMENT SP 1977 224.5 WDWM5032
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 EASEMENT SP 1977 372.8 WDWM5033
6 EASEMENT SP 1977 7.1 WDWM5034
6 EASEMENT SP 1978 164.9 WDWM5035
6 EASEMENT SP 1977 43.2 WDWM5038
6 EASEMENT CIPP 1969 7.4 WDWM5044
6 EASEMENT CIPP 1969 515.6 WDWM5045
6 SEVENTH ST CIPP 1970 12.6 WDWM5049
6 COTA AV PVC 2004 47.7 WDWM1325
6 E GRAND BLVD AC 1973 418.1 WDWM5070
6 PALM AVE AC 1969 213.7 WDWM5076
6 VICTORIA AVE AC 1969 5.5 WDWM5077
6 VICTORIA AVE AC 1969 33.7 WDWM5078
6 PARK LN AC 1977 595.2 WDWM5087
6 GRAND BLVD SP 1925 6.1 WDWM5097
6 BELLE AVE CIPP 1982 42.0 WDWM5803
6 ELEVENTH ST CIPP 1982 23.8 WDWM5845
6 ELEVENTH ST CIPP 1982 36.2 WDWM5846
6 MERRILL ST AC 1987 158.5 WDWM5880
6 WASHBURN CIR AC 1980 15.0 WDWM5883
6 HOWARD ST CIPP 1990 28.0 WDWM5911
6 VICENTIA AVE SP 1926 201.9 WDWM6949
6 VICENTIA AVE SP 1978 14.5 WDWM6950
6 EASEMENT AC 1960 844.5 WDWM7162
6 VICENTIA AVE SP 1926 167.2 WDWM7389
6 SEVENTH ST CIPP 1946 373.3 WDWM7595
6 SCHOOL ST PVC 2005 124.2 WDWM9240
6 NINTH ST AC 1982 489.2 WDWM5454
6 UNKNOWN AC 1993 31.1 WDWM5874
6 UNKNOWN AC 1993 124.6 WDWM5875
6 UNKNOWN AC 1993 10.0 WDWM5876
6 UNKNOWN AC 1993 15.0 WDWM5877
6 EASEMENT PVC 2001 100.6 WDWM9255
6 COTA ST AC 1974 342.9 WDWM10819
6 2ND ST PVC 1974 261.4 WDWM10821
6 UNKNOWN AC 2017 335.3 WDWM12552
6 UNKNOWN CMLC 2017 3.6 WDWM12559
6 UNKNOWN CMLC 1978 61.0 WDWM12571
6 UNKNOWN AC 1925 144.5 UNKNOWN
6 UNKNOWN PVC 2017 20.0 UNKNOWN
6 UNKNOWN AC 2001 309.6 UNKNOWN
8 SHERIDAN ST PVC 2000 121.2 WDWM1237
8 UNKNOWN PVC 2002 295.1 WDWM1330
8 UNKNOWN PVC 2004 18.7 WDWM1349
8 EASEMENT PVC 2004 192.5 WDWM1350
8 UNKNOWN PVC 2004 98.1 WDWM1351
8 ALLEY PVC 2004 232.5 WDWM1352
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 FIFTH ST PVC 2004 43.5 WDWM1353
8 ALLEY PVC 2004 31.5 WDWM1354
8 FIFTH ST PVC 2004 20.1 WDWM1356
8 VICTORIA AV PVC 2005 217.3 WDWM1392
8 UNKNOWN PVC 2005 8.0 WDWM1489
8 WASHBURN AVE AC 1979 381.3 WDWM3884
8 BELLE AVE AC 1978 335.4 WDWM3910
8 2ND ST PVC 1974 199.0 WDWM3911
8 2ND ST AC 1974 164.3 WDWM3912
8 2ND ST AC 1974 200.9 WDWM3915
8 2ND ST AC 1974 163.8 WDWM3916
8 2ND ST AC 1974 90.5 WDWM3917
8 UNKNOWN AC 1958 269.5 WDWM3922
8 UNKNOWN AC 1958 232.2 WDWM3923
8 GRAND BLVD AC 1975 13.6 WDWM3959
8 GRAND BLVD AC 1975 224.6 WDWM3960
8 EASEMENT AC 1976 693.1 WDWM4290
8 8TH ST AC 1969 150.6 WDWM4345
8 8TH ST AC 1969 175.3 WDWM4346
8 8TH ST AC 1969 10.0 WDWM4347
8 EASEMENT AC 1969 324.4 WDWM4348
8 RAMONA AVE AC 1969 189.6 WDWM4349
8 RAMONA AVE AC 1969 24.0 WDWM4350
8 RAMONA AVE AC 1969 389.9 WDWM4351
8 UNKNOWN AC 1969 27.4 WDWM4355
8 UNKNOWN AC 1969 8.0 WDWM4356
8 UNKNOWN AC 1969 6.8 WDWM4357
8 UNKNOWN AC 1969 118.3 WDWM4358
8 UNKNOWN AC 1969 155.4 WDWM4359
8 UNKNOWN AC 1969 216.2 WDWM4360
8 RAMONA AVE AC 1969 372.8 WDWM4361
8 GRAND BLVD AC 1970 42.0 WDWM4364
8 GRAND BLVD AC 1970 303.5 WDWM4366
8 GRAND BLVD AC 1970 360.5 WDWM4420
8 GRAND BLVD AC 1970 224.6 WDWM4421
8 GRAND BLVD AC 1970 195.4 WDWM4422
8 BLAINE ST AC 1976 78.4 WDWM4435
8 UNKNOWN AC 1969 66.0 WDWM4436
8 SHERIDAN ST AC 1924 514.3 WDWM4452
8 GRAND BLVD AC 1970 146.1 WDWM4461
8 NINTH ST AC 1969 22.4 WDWM4468
8 GRAND BLVD AC 1970 174.9 WDWM4472
8 GRAND BLVD AC 1924 4.1 WDWM4476
8 FULLERTON AVE AC 1977 459.9 WDWM4490
8 THIRD ST AC 1970 235.9 WDWM4845
8 THIRD ST AC 1970 934.3 WDWM4846
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 THIRD ST SP 1964 61.4 WDWM4847
8 BELLE AVE AC 1974 382.8 WDWM5021
8 SEVENTH ST AC 1970 76.0 WDWM5024
8 UNKNOWN AC 1970 184.3 WDWM5027
8 UNKNOWN AC 1970 149.1 WDWM5028
8 UNKNOWN AC 1970 14.2 WDWM5029
8 UNKNOWN AC 1970 12.5 WDWM5030
8 UNKNOWN AC 1970 14.9 WDWM5031
8 UNKNOWN AC 1970 47.0 WDWM5036
8 UNKNOWN AC 1970 180.3 WDWM5037
8 UNKNOWN AC 1970 124.9 WDWM5042
8 UNKNOWN AC 1970 138.7 WDWM5043
8 KENDALL ST PVC 2000 68.8 WDWM102
8 BELLE AVE DIP 1999 227.2 WDWM1226
8 SEVENTH ST PVC 1999 12.9 WDWM1227
8 SEVENTH ST PVC 1999 8.6 WDWM1228
8 SEVENTH ST PVC 1999 402.9 WDWM1229
8 SEVENTH ST PVC 1999 8.8 WDWM1230
8 NINTH ST PVC 1999 670.1 WDWM1232
8 PINE ST PVC 1999 36.8 WDWM1239
8 PINE ST PVC 1999 649.6 WDWM1240
8 ALLEY PVC 2000 263.2 WDWM1243
8 BARTH ST PVC 2000 649.2 WDWM1244
8 GRAND BL PVC 2000 20.8 WDWM1275
8 ELEVENTH ST PVC 2000 149.6 WDWM1279
8 RAMONA AV PVC 2000 713.3 WDWM1280
8 RAMONA AV PVC 2000 341.5 WDWM1281
8 EIGHTH ST PVC 1999 509.5 WDWM1364
8 EIGHTH ST PVC 1999 48.9 WDWM1365
8 EIGHTH ST PVC 1999 5.0 WDWM1366
8 EIGHTH ST PVC 2005 696.8 WDWM1382
8 SEVENTH ST PVC 2005 687.7 WDWM1389
8 NINTH ST PVC 2005 714.0 WDWM1391
8 EASEMENT PVC 2005 115.1 WDWM1451
8 EASEMENT PVC 2005 337.5 WDWM1452
8 EASEMENT PVC 2005 211.4 WDWM1453
8 EASEMENT SP 1986 253.8 WDWM4852
8 EASEMENT SP 1986 132.0 WDWM4853
8 EASEMENT SP 1986 185.8 WDWM4854
8 MAIN ST AC 1969 24.3 WDWM5079
8 MAIN ST AC 1969 22.2 WDWM5080
8 RAMONA AVE AC 1978 63.9 WDWM5081
8 PALM AVE AC 1970 21.9 WDWM5096
8 2ND ST AC 1974 60.8 WDWM5102
8 UNKNOWN AC 1969 116.4 WDWM5103
8 SEVENTH ST AC 1969 25.0 WDWM5104
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 WASHBURN AVE AC 1986 174.6 WDWM5217
8 WASHBURN CIR AC 1980 272.2 WDWM5242
8 FIFTH ST AC 1988 11.1 WDWM5795
8 FIFTH ST AC 1988 29.4 WDWM5796
8 UNKNOWN AC 1987 87.9 WDWM5800
8 UNKNOWN AC 1987 87.8 WDWM5801
8 HOWARD ST AC 1987 50.2 WDWM5905
8 HOWARD ST AC 1987 57.2 WDWM5906
8 ELEVENTH ST AC 1989 184.6 WDWM5910
8 NINTH ST AC 1986 19.4 WDWM6026
8 EASEMENT AC 1987 28.2 WDWM6027
8 BLAINE ST AC 1976 648.2 WDWM6157
8 BLAINE ST AC 1976 39.9 WDWM6158
8 BLAINE ST AC 1976 21.5 WDWM6159
8 BLAINE ST AC 1976 70.2 WDWM6160
8 FULLERTON AVE AC 1977 234.6 WDWM6917
8 GRAND BLVD AC 1924 17.9 WDWM7152
8 EASEMENT PVC 2004 325.5 WDWM7156
8 EASEMENT PVC 2004 13.7 WDWM7157
8 THIRD ST AC 1970 598.9 WDWM7163
8 EASEMENT PVC 2004 7.2 WDWM7376
8 PEARL ST PVC 1977 528.4 WDWM7533
8 RAMONA AVE AC 1978 55.6 WDWM7975
8 FULLERTON AVE AC 1977 440.5 WDWM9205
8 10TH ST AC 1977 119.8 WDWM9206
8 10TH ST AC 1977 22.5 WDWM9207
8 GRAND BLVD AC 1977 862.4 WDWM9209
8 GRAND BLVD AC 1977 140.8 WDWM9210
8 ALLEY PVC 2004 371.7 WDWM9213
8 ALLEY PVC 2004 382.3 WDWM9217
8 UNKNOWN AC 1969 349.5 WDWM9224
8 FOURTH ST AC 1958 69.6 WDWM9225
8 ALLEY PVC 2004 362.7 WDWM9227
8 FOURTH ST PVC 2004 219.6 WDWM9228
8 FOURTH ST AC 1958 179.2 WDWM9230
8 FOURTH ST AC 1958 374.9 WDWM9231
8 FOURTH ST AC 1958 373.6 WDWM9232
8 FOURTH ST AC 1958 209.8 WDWM9233
8 FOURTH ST AC 1958 187.2 WDWM9234
8 FOURTH ST AC 1958 180.0 WDWM9235
8 FOURTH ST AC 1958 198.9 WDWM9236
8 FOURTH ST AC 1969 215.4 WDWM9237
8 FOURTH ST AC 1969 67.9 WDWM9238
8 VICENTIA AV PVC 2003 816.0 WDWM9250
8 THIRD ST CMLC 2017 9.5 WDWM9310
8 TENTH ST AC 1976 716.1 WDWM9311
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 TENTH ST AC 1976 13.6 WDWM9312
8 VICENTIA AVE CMLC 1978 1003.2 WDWM9315
8 VICENTIA AVE CMLC 1978 836.6 WDWM9316
8 THIRD ST CMLC 2017 26.5 WDWM9325
8 EASEMENT SP 1925 11.5 WDWM9326
8 EASEMENT CMLC 2017 10.5 WDWM9327
8 UNKNOWN AC 1977 15.4 WDWM9338
8 UNKNOWN AC 1977 12.5 WDWM9394
8 UNKNOWN AC 1977 66.0 WDWM9395
8 UNKNOWN AC 1977 118.8 WDWM9396
8 CIRCLE CITY DR AC 1978 11.8 WDWM9397
8 CIRCLE CITY DR AC 1978 47.0 WDWM9398
8 GRAND BLVD AC 1977 464.0 WDWM9529
8 GRAND BLVD AC 1977 48.4 WDWM9534
8 SHERIDAN ST AC 1982 751.2 WDWM5212
8 SHERIDAN ST AC 1982 19.4 WDWM5213
8 SHERIDAN ST AC 1982 455.0 WDWM5214
8 BELLE AVE AC 1982 559.0 WDWM5216
8 WASHBURN AVE AC 1986 176.6 WDWM5218
8 MERRILL ST AC 1982 362.4 WDWM5226
8 MERRILL ST AC 1982 394.8 WDWM5227
8 MERRILL ST AC 1982 399.6 WDWM5228
8 SHERIDAN ST PVC 1992 379.8 WDWM5229
8 MERRILL ST AC 1984 344.0 WDWM5232
8 CRAWFORD ST AC 1982 177.3 WDWM5233
8 CRAWFORD ST AC 1982 394.8 WDWM5234
8 EIGHTH ST AC 1982 372.3 WDWM5235
8 GRAND BLVD AC 1986 7.9 WDWM5236
8 GRAND BLVD AC 1986 110.9 WDWM5237
8 MERRILL ST AC 1982 16.3 WDWM5238
8 MERRILL ST AC 1982 679.1 WDWM5240
8 CRAWFORD ST AC 1982 221.4 WDWM5241
8 SEVENTH ST AC 1986 369.7 WDWM5369
8 VICTORIA AVE PVC 1985 192.1 WDWM5373
8 VICTORIA AVE PVC 1986 207.9 WDWM5374
8 RAMONA AVE AC 1986 367.5 WDWM5375
8 RAMONA AVE AC 1985 167.9 WDWM5376
8 THIRD ST AC 1987 200.7 WDWM5377
8 THIRD ST AC 1987 183.0 WDWM5378
8 THIRD ST AC 1987 10.6 WDWM5379
8 VICTORIA AVE PVC 1987 312.4 WDWM5380
8 SEVENTH ST AC 1986 238.1 WDWM5381
8 SEVENTH ST AC 1986 3.3 WDWM5382
8 VICTORIA AVE AC 1983 207.0 WDWM5387
8 LA COSTA DR AC 1986 420.2 WDWM5447
8 MARGARITA DR AC 1986 262.6 WDWM5450
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 EIGHTH ST AC 1982 282.7 WDWM5453
8 GRAND BLVD AC 1986 57.4 WDWM5455
8 GRAND BLVD AC 1986 199.1 WDWM5456
8 THIRD ST AC 1987 208.4 WDWM5462
8 RAMONA AVE AC 1986 5.2 WDWM5465
8 MERRILL ST AC 1982 178.1 WDWM5630
8 WASHBURN AVE AC 1989 382.9 WDWM5632
8 FIFTH ST PVC 1989 9.4 WDWM5792
8 FIFTH ST PVC 1989 428.0 WDWM5793
8 CRAWFORD ST PVC 1989 370.5 WDWM5794
8 FIFTH ST AC 1987 67.4 WDWM5798
8 FIFTH ST AC 1987 7.0 WDWM5799
8 BELLE AVE AC 1987 598.2 WDWM5841
8 MERRILL ST AC 1987 391.0 WDWM5842
8 MERRILL ST AC 1987 318.3 WDWM5843
8 MERRILL ST AC 1987 7.0 WDWM5844
8 BELLE AVE AC 1986 374.9 WDWM5870
8 BELLE AVE AC 1986 10.7 WDWM5871
8 UNKNOWN AC 1993 111.5 WDWM5878
8 UNKNOWN AC 1993 47.2 WDWM5879
8 RAILROAD ST AC 1987 65.8 WDWM5881
8 DEPOT DR AC 1992 34.2 WDWM5884
8 DEPOT DR AC 1992 306.7 WDWM5885
8 DEPOT DR AC 1992 131.1 WDWM5886
8 UNKNOWN AC 1987 277.0 WDWM5893
8 UNKNOWN AC 1987 25.7 WDWM5894
8 UNKNOWN AC 1987 67.0 WDWM5895
8 UNKNOWN AC 1987 260.6 WDWM5896
8 UNKNOWN AC 1987 199.4 WDWM5897
8 UNKNOWN AC 1987 266.7 WDWM5898
8 E GRAND BLVD AC 1989 20.0 WDWM5901
8 E GRAND BLVD AC 1989 143.4 WDWM5902
8 E GRAND BLVD AC 1989 265.7 WDWM5903
8 VICTORIA AVE AC 1987 244.8 WDWM5907
8 VICTORIA AVE AC 1987 48.9 WDWM5908
8 PALM AVE PVC 1991 557.2 WDWM5909
8 HOWARD ST AC 1990 9.3 WDWM5912
8 HOWARD ST AC 1990 279.4 WDWM5913
8 EASEMENT AC 1986 24.9 WDWM6918
8 MARGARITA DR AC 1986 31.4 WDWM6919
8 MARGARITA DR AC 1986 181.8 WDWM6920
8 GRAND BLVD AC 1924 419.8 WDWM7090
8 BLAINE ST PVC 1988 714.1 WDWM7154
8 BLAINE ST PVC 1988 234.2 WDWM7155
8 EASEMENT PVC 2008 499.8 WDWM7285
8 UNKNOWN PVC 2004 381.9 WDWM7286
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 EASEMENT PVC 2002 654.6 WDWM7298
8 EASEMENT PVC 2002 239.0 WDWM7299
8 SAN JUAN ST AC 1985 277.2 WDWM7410
8 SAN JUAN ST AC 1985 7.9 WDWM7411
8 EASEMENT PVC 2002 53.0 WDWM7420
8 FIFTH ST AC 1987 175.5 WDWM7469
8 EASEMENT SP 1986 383.1 WDWM9211
8 VICTORIA AVE AC 1987 377.0 WDWM9219
8 RAMONA AVE AC 1987 382.0 WDWM9221
8 RAMONA AVE AC 1987 349.5 WDWM9223
8 FOURTH ST AC 1985 89.0 WDWM9229
8 EASEMENT SP 1986 1701.0 WDWM9329
8 EASEMENT SP 1986 854.4 WDWM9526
8 CIRCLE CITY DR PVC 2002 644.6 WDWM9528
8 EASEMENT AC 1979 15.2 WDWM10605
8 BLAINE ST AC 1976 325.0 WDWM10607
8 FIFTH ST PVC 2004 198.5 WDWM10696
8 GRAND BLVD AC 1970 201.8 WDWM10730
8 UNKNOWN AC 1969 153.4 WDWM10743
8 UNKNOWN AC 1969 342.7 WDWM10744
8 UNKNOWN AC 1969 188.9 WDWM10745
8 UNKNOWN AC 1969 173.6 WDWM10746
8 FOURTH ST AC 1958 181.8 WDWM10822
8 FOURTH ST AC 1958 391.3 WDWM10823
8 FOURTH ST AC 1958 185.5 WDWM10824
8 FOURTH ST AC 1958 197.9 WDWM10825
8 FOURTH ST AC 1958 338.1 WDWM10826
8 FOURTH ST AC 1958 374.5 WDWM10828
8 WASHBURN ST AC 1969 387.7 WDWM10836
8 FOURTH ST AC 1958 231.3 WDWM10837
8 FOURTH ST AC 1969 40.6 WDWM10838
8 UNKNOWN PVC 2017 30.0 WDWM12496
8 UNKNOWN CMLC 2017 7.3 WDWM12527
8 PEARL ST PVC 1977 1.2 WDWM7533
8 PEARL ST PVC 1977 23.7 WDWM4289
8 UNKNOWN CMLC 2017 5.6 WDWM12544
8 PEARL ST PVC 1977 27.7 WDWM7533
8 UNKNOWN CMLC 2017 209.1 WDWM12553
8 UNKNOWN CMLC 2017 182.9 WDWM12554
8 UNKNOWN CMLC 2017 176.7 WDWM12555
8 UNKNOWN CMLC 2017 157.6 WDWM12557
8 UNKNOWN CMLC 2017 7.3 WDWM12563
8 ALLEY PVC 2004 23.8 WDWM1352
8 PEARL ST PVC 1977 1.0 WDWM7533
8 2ND ST AC 1974 8.2 WDWM3916
8 UNKNOWN CMLC 2017 8.4 WDWM12578
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 UNKNOWN CMLC 2017 220.8 WDWM12580
8 2ND ST AC 1974 12.4 WDWM3912
8 UNKNOWN CMLC 2017 7.0 WDWM12593
8 UNKNOWN CMLC 2017 8.9 WDWM12603
8 UNKNOWN CMLC 2017 7.4 WDWM12607
8 ALLEY PVC 2004 14.6 WDWM1352
8 UNKNOWN CMLC 2017 117.0 WDWM12618
8 BLAINE ST AC 1963 14.1 WDWM10606
8 BLAINE ST AC 1963 57.9 WDWM10608
8 BLAINE ST AC 1963 144.3 WDWM10609
8 UNKNOWN AC 1993 1033.7 WDWM10610
8 BLAINE ST AC 1980 588.1 WDWM10616
8 BLAINE ST PVC 1980 220.1 WDWM10617
8 FULLER ST AC 1988 356.0 WDWM10692
8 FULLER ST AC 1988 6.0 WDWM10693
8 NINTH ST PVC 1999 55.4 WDWM10802
8 CRAWFORD ST PVC 1989 350.5 WDWM10827
8 MERRILL ST PVC 1989 719.1 WDWM10829
8 SHERIDAN ST PVC 1993 377.6 WDWM10831
8 SHERIDAN ST AC 1988 719.1 WDWM10832
8 BELLE AVE AC 1988 381.6 WDWM10833
8 BELLE AVE PVC 1993 390.6 WDWM10834
8 SHERIDAN ST PVC 1992 12.4 WDWM5229
8 MERRILL ST AC 1984 8.0 WDWM5232
8 UNKNOWN DIP 2015 14.2 UNKNOWN
8 UNKNOWN DIP 2015 10.0 UNKNOWN
8 UNKNOWN PVC 2017 2.2 UNKNOWN
8 UNKNOWN PVC 2017 4.8 UNKNOWN
8 BLAINE ST PVC 1980 3.6 WDWM10617
8 HOPE ST PVC 2014 1.7 WDWM10618
10 UNKNOWN PVC 2004 743.7 WDWM1450
10 MAIN ST AC 1969 119.6 WDWM3898
10 MAIN ST AC 1969 332.3 WDWM3899
10 MAIN ST AC 1969 188.9 WDWM3900
10 SIXTH ST AC 1969 373.1 WDWM3901
10 SIXTH ST AC 1969 388.1 WDWM3903
10 SIXTH ST AC 1969 10.0 WDWM3904
10 MAIN ST AC 1969 174.8 WDWM3906
10 MAIN ST AC 1969 362.5 WDWM3907
10 MAIN ST AC 1969 18.2 WDWM3908
10 MAIN ST AC 1969 152.5 WDWM3909
10 THIRD ST AC 1974 217.3 WDWM3914
10 VICENTIA AVE CIPP 1948 4.7 WDWM3927
10 SIXTH ST AC 1969 378.1 WDWM3928
10 SIXTH ST AC 1969 716.7 WDWM3929
10 VICENTIA AVE CIPP 1948 223.6 WDWM3931
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 VICENTIA AVE CIPP 1948 173.2 WDWM3933
10 VICENTIA AVE CIPP 1948 43.0 WDWM3934
10 SIXTH ST AC 1969 5.5 WDWM3956
10 SIXTH ST AC 1969 455.8 WDWM3957
10 SIXTH ST AC 1969 370.7 WDWM3958
10 MAIN ST AC 1976 415.1 WDWM4134
10 CIRCLE CITY DR CIPP 1954 565.8 WDWM4306
10 CIRCLE CITY DR CIPP 1954 282.5 WDWM4309
10 CIRCLE CITY DR CIPP 1954 6.4 WDWM4311
10 CIRCLE CITY DR CIPP 1954 5.7 WDWM4312
10 CIRCLE CITY DR CIPP 1954 162.4 WDWM4314
10 SIXTH ST AC 1969 406.0 WDWM4323
10 SIXTH ST AC 1969 193.5 WDWM4324
10 SIXTH ST AC 1969 364.5 WDWM4329
10 SIXTH ST AC 1969 180.8 WDWM4352
10 SIXTH ST AC 1969 293.7 WDWM4353
10 SIXTH ST AC 1969 66.8 WDWM4354
10 MAIN ST AC 1969 9.0 WDWM4423
10 MAIN ST AC 1969 371.3 WDWM4424
10 SIXTH ST AC 1969 45.2 WDWM4437
10 SIXTH ST AC 1969 130.6 WDWM4438
10 MAIN ST AC 1969 191.3 WDWM4439
10 MAIN ST AC 1969 119.0 WDWM4440
10 MAIN ST AC 1969 115.0 WDWM4462
10 VICENTIA AVE CIPP 1948 23.0 WDWM4477
10 VICENTIA AVE CIPP 1948 182.9 WDWM4479
10 VICENTIA AVE CIPP 1948 196.7 WDWM4480
10 VICENTIA AVE CIPP 1948 152.3 WDWM4481
10 VICENTIA AVE CIPP 1948 92.1 WDWM4482
10 MAIN ST AC 1969 166.7 WDWM4485
10 JOY ST CMLC 1959 369.9 WDWM4491
10 JOY ST CMLC 1959 417.2 WDWM4492
10 JOY ST PVC 1959 261.7 WDWM4493
10 VICENTIA AVE CIPP 1948 308.1 WDWM4511
10 MAIN ST AC 1969 327.3 WDWM4546
10 THIRD ST AC 1969 274.6 WDWM4547
10 THIRD ST AC 1974 106.6 WDWM4548
10 THIRD ST AC 1969 29.8 WDWM4549
10 VICENTIA AVE CIPP 1948 102.9 WDWM4886
10 VICENTIA AVE CIPP 1948 166.0 WDWM4887
10 MAIN ST AC 1969 179.1 WDWM5007
10 MAIN ST AC 1969 19.0 WDWM5008
10 MAIN ST AC 1969 177.3 WDWM5009
10 MAIN ST AC 1969 204.3 WDWM5010
10 MAIN ST AC 1969 170.0 WDWM5011
10 MAIN ST PVC 2000 324.3 WDWM101
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 MAIN ST PVC 2000 206.8 WDWM103
10 MAIN ST PVC 2000 112.5 WDWM241
10 MAIN ST PVC 2000 10.5 WDWM1157
10 GRAND AV PVC 1999 205.1 WDWM1231
10 MAIN ST PVC 2000 184.8 WDWM1273
10 MAIN ST PVC 2000 217.9 WDWM1274
10 MAIN ST PVC 2000 12.3 WDWM1276
10 MAIN ST PVC 2000 76.8 WDWM1277
10 MAIN ST PVC 2000 240.7 WDWM1278
10 THIRD ST PVC 2002 91.0 WDWM1309
10 VICENTIA AV PVC 2004 5.0 WDWM1326
10 VICENTIA AV PVC 2004 7.1 WDWM1327
10 THIRD ST PVC 2004 331.5 WDWM1328
10 THIRD ST PVC 2004 99.5 WDWM1329
10 VICENTIA AV PVC 2004 119.2 WDWM1341
10 VICENTIA AV PVC 2004 98.2 WDWM1342
10 THIRD ST PVC 2004 232.0 WDWM1359
10 THIRD ST PVC 2004 6.3 WDWM1360
10 GRAND AV PVC 1999 406.3 WDWM1363
10 GRAND AV PVC 1999 395.1 WDWM1367
10 GRAND AV PVC 1999 224.8 WDWM1369
10 GRAND AV PVC 1999 181.4 WDWM1370
10 SHERIDAN ST AC 1976 275.7 WDWM4135
10 10TH ST AC 1969 22.0 WDWM5082
10 10TH ST AC 1969 23.1 WDWM5083
10 MAIN ST AC 1969 72.5 WDWM5084
10 MAIN ST AC 1969 26.7 WDWM5085
10 FIFTH ST AC 1987 21.8 WDWM5797
10 MAIN ST SP 2000 23.8 WDWM6820
10 MAIN ST SP 2000 22.5 WDWM6823
10 SIXTH ST AC 1969 368.9 WDWM7150
10 SIXTH ST AC 1969 5.7 WDWM7151
10 SIXTH ST PVC 2004 200.4 WDWM7159
10 CIRCLE CITY DR CIPP 1954 352.0 WDWM9208
10 SIXTH ST AC 1969 203.7 WDWM9214
10 SIXTH ST AC 1969 183.5 WDWM9215
10 JOY ST AC 1994 181.0 WDWM9216
10 UNKNOWN CIPP 1954 15.4 WDWM9337
10 UNKNOWN CIPP 1954 188.7 WDWM9348
10 UNKNOWN DIP 2001 270.1 WDWM9437
10 UNKNOWN DIP 2001 42.8 WDWM9464
10 UNKNOWN DIP 2001 262.1 WDWM9467
10 CIRCLE CITY DR AC 1954 14.9 WDWM5073
10 CIRCLE CITY DR AC 1956 28.1 WDWM5074
10 CIRCLE CITY DR AC 1956 28.7 WDWM5075
10 3RD ST PVC 1992 192.8 WDWM5230
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 3RD ST PVC 1992 186.6 WDWM5231
10 CONTADORA ST AC 1986 116.0 WDWM5370
10 GRAND BLVD PVC 1992 367.3 WDWM5790
10 GRAND BLVD PVC 1990 363.2 WDWM5791
10 GRAND BLVD PVC 1995 108.6 WDWM5853
10 GRAND BLVD AC 1995 291.3 WDWM5854
10 GRAND BLVD AC 1995 55.5 WDWM5855
10 3RD ST PVC 1992 506.8 WDWM5856
10 3RD ST PVC 1992 35.3 WDWM5857
10 MERRILL ST PVC 1992 10.6 WDWM5858
10 GRAND BLVD AC 1992 199.1 WDWM5859
10 GRAND BLVD AC 1990 226.1 WDWM5860
10 3RD ST AC 1989 3.6 WDWM5866
10 THIRD ST AC 1989 360.6 WDWM5867
10 SIXTH ST PVC 1989 8.0 WDWM5904
10 MAIN ST PVC 2000 65.5 WDWM6821
10 MAIN ST PVC 2000 9.5 WDWM6822
10 SIXTH ST CMLC 1994 173.7 WDWM7160
10 SIXTH ST CMLC 1994 5.5 WDWM7412
10 UNKNOWN DIP 2001 53.4 WDWM9436
10 CIRCLE CITY DR CIPP 1954 7.1 WDWM10566
10 MAIN ST PVC 1975 49.1 WDWM4545
10 JOY ST PVC 1959 36.1 WDWM4493
10 MAIN ST PVC 1975 408.7 WDWM4545
10 UNKNOWN PVC 1974 718.3 WDWM12633
10 SHERIDAN ST AC 1976 210.6 WDWM10611
10 SIXTH ST DIP 1989 165.7 WDWM10731
10 SIXTH ST DIP 1989 59.5 WDWM10732
12 OLIVE ST AC 1969 188.9 WDWM3869
12 OLIVE ST AC 1969 201.5 WDWM3872
12 OLIVE ST AC 1969 441.6 WDWM3954
12 OLIVE ST AC 1969 361.0 WDWM3955
12 OLIVE ST AC 1969 265.8 WDWM4442
12 OLIVE ST AC 1969 777.9 WDWM4460
12 OLIVE ST AC 1969 429.6 WDWM5004
12 OLIVE ST AC 1969 381.7 WDWM5005
12 OLIVE ST AC 1969 712.8 WDWM5006
12 OLIVE ST PVC 2000 16.4 WDWM1272
12 UNKNOWN DIP 1991 38.0 WDWM9489
12 EASEMENT PVC 2001 721.1 WDWM9253
12 E GRAND BLVD DIP 1992 18.0 WDWM9319
12 THIRD ST DIP 1992 7.4 WDWM9328
12 THIRD ST DIP 1992 133.6 WDWM9340
12 JOY ST DIP 1992 392.6 WDWM9341
12 E GRAND BLVD DIP 1992 128.3 WDWM9349
12 QUARRY ST PVC 1992 1497.6 WDWM9496
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 12 FOURTH ST DIP 1992 646.4 WDWM9533
12 UNKNOWN CMLC 2017 523.2 WDWM12510
12 UNKNOWN CMLC 2017 801.8 WDWM12521
12 UNKNOWN CMLC 2017 3.3 WDWM12526
12 UNKNOWN CMLC 2017 46.9 WDWM12532
12 UNKNOWN CMLC 2017 440.5 WDWM12537
12 UNKNOWN CMLC 2017 347.7 WDWM12545
12 UNKNOWN PVC 2017 194.6 WDWM12548
12 UNKNOWN CMLC 2017 7.0 WDWM12550
12 UNKNOWN CMLC 2017 500.7 WDWM12567
12 UNKNOWN PVC 1977 1.7 WDWM12568
12 UNKNOWN CMLC 2017 7.0 WDWM12569
12 UNKNOWN PVC 2017 209.9 WDWM12579
12 UNKNOWN PVC 2017 383.1 WDWM12581
12 UNKNOWN CMLC 2017 332.5 WDWM12583
12 UNKNOWN PVC 2017 365.5 WDWM12584
12 UNKNOWN PVC 2017 3.8 WDWM12634
12 UNKNOWN PVC 2017 1.8 WDWM12636
12 HOPE ST PVC 2014 317.2 WDWM10618
12 UNKNOWN DIP 2020 424.6 UNKNOWN
12 UNKNOWN DIP 2015 424.5 UNKNOWN
12 UNKNOWN Ductile Iron 2015 381.0 UNKNOWN
12 UNKNOWN Ductile Iron 2015 355.2 UNKNOWN
12 UNKNOWN DIP 2020 374.1 UNKNOWN
12 UNKNOWN Ductile Iron 2015 395.8 UNKNOWN
12 UNKNOWN Ductile Iron 2015 355.0 UNKNOWN
12 UNKNOWN Ductile Iron 2015 384.0 UNKNOWN
12 UNKNOWN Ductile Iron 2015 407.8 UNKNOWN
12 UNKNOWN Ductile Iron 2015 393.2 UNKNOWN
12 UNKNOWN DIP 2015 172.2 UNKNOWN
12 UNKNOWN Ductile Iron 2015 223.7 UNKNOWN
12 UNKNOWN Ductile Iron 2015 10.0 UNKNOWN
12 UNKNOWN Ductile Iron 2015 43.4 UNKNOWN
12 UNKNOWN DIP 2015 11.0 UNKNOWN
12 UNKNOWN DIP 2015 16.0 UNKNOWN
12 UNKNOWN DIP 2015 343.6 UNKNOWN
12 UNKNOWN PVC 2017 37.1 UNKNOWN
12 UNKNOWN PVC 2017 160.1 UNKNOWN
12 UNKNOWN DIP 2018 1108.7 UNKNOWN
12 UNKNOWN DIP 2018 380.7 UNKNOWN
12 UNKNOWN DIP 2018 13.7 UNKNOWN
14 GRAND BLVD AC 1977 25.0 WDWM9527
14 GRAND BLVD AC 1977 495.4 WDWM9530
14 GRAND BLVD AC 1977 210.9 WDWM9531
16 VICENTIA AV PVC 2003 769.1 WDWM9257
16 GARRETSON AVE AC 1980 54.3 WDWM9445
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 16 UNKNOWN DIP 1991 135.8 WDWM9490
16 GRAND BL PVC 2004 94.8 WDWM9628
16 GRAND BL CMLC 2004 156.7 WDWM9630
16 GRAND BL PVC 2004 591.9 WDWM9631
16 GRAND BLVD AC 1975 279.7 WDWM9859
16 GRAND BLVD AC 1975 23.7 WDWM9860
16 GRAND BLVD AC 1975 231.1 WDWM9861
16 RAILROAD ST AC 1975 207.2 WDWM9862
16 RAILROAD ST AC 1968 716.7 WDWM9869
16 EASEMENT SP 1927 5.0 WDWM9880
16 GRAND BLVD AC 1976 504.1 WDWM9890
16 GRAND BLVD AC 1976 88.6 WDWM9891
16 GRAND BLVD SP 1927 12.5 WDWM9923
16 GRAND BLVD SP 1990 89.5 WDWM9964
16 GRAND BLVD PVC 1990 581.6 WDWM9965
16 GRAND BLVD SP 1974 217.4 WDWM9967
16 GRAND BLVD SP 1990 14.4 WDWM9968
16 JOY ST DIP 1992 11.5 WDWM9339
16 3RD ST SP 1990 220.2 WDWM9342
16 EASEMENT SP 1990 24.0 WDWM9343
16 EASEMENT SP 1990 283.0 WDWM9344
16 GARRETSON AVE AC 1982 92.8 WDWM9392
16 GARRETSON AVE AC 1982 4183.1 WDWM9393
16 JOY ST DIP 1992 363.6 WDWM9399
16 10TH ST DIP 1992 238.7 WDWM9400
16 JOY ST DIP 1992 1876.7 WDWM9532
16 RAILROAD ST AC 1975 478.4 WDWM10283
16 RAILROAD ST AC 1975 60.0 WDWM10340
16 RAILROAD ST AC 1975 4.8 WDWM10341
16 RAILROAD ST AC 1968 397.7 WDWM10342
16 GRAND BL CMLC 2004 161.1 WDWM9630
16 GRAND BL CMLC 2004 10.2 WDWM9630
16 GRAND BL CMLC 2004 135.6 WDWM9630
16 GRAND BLVD PVC 1990 122.3 WDWM9965
16 GRAND BLVD PVC 1990 7.3 WDWM9965
18 NINTH ST DIP 2001 10.7 WDWM9412
18 MERRILL ST DIP 2001 85.6 WDWM9425
18 MERRILL ST DIP 2001 362.9 WDWM9426
18 NINTH ST DIP 2001 3035.2 WDWM9427
18 UNKNOWN DIP 2001 26.2 WDWM9435
18 THIRD ST DIP 2001 232.6 WDWM9465
18 THIRD ST DIP 2001 55.9 WDWM9466
20 EASEMENT DIP 2001 4.8 WDWM9439
20 EASEMENT DIP 2001 722.1 WDWM9514
24 TENTH ST CMLC 1978 183.4 WDWM9857
24 TENTH ST CMLC 1978 403.4 WDWM9858
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 24 10TH ST CMLC 1978 176.4 WDWM9884
24 10TH ST CMLC 1978 186.8 WDWM9885
24 10TH ST CMLC 1978 209.7 WDWM9886
24 10TH ST CMLC 1978 199.7 WDWM9887
24 10TH ST CMLC 1978 147.5 WDWM9888
24 10TH ST CMLC 1978 17.6 WDWM9889
24 TENTH ST CMLC 1978 81.4 WDWM9892
24 TENTH ST CMLC 1978 108.3 WDWM9893
24 TENTH ST CMLC 1978 376.3 WDWM9949
24 TENTH ST CMLC 1978 367.5 WDWM9950
24 TENTH ST CMLC 1978 14.1 WDWM9951
24 TENTH ST CMLC 1978 36.1 WDWM9952
24 TENTH ST CMLC 1978 175.0 WDWM9953
24 TENTH ST CMLC 1978 68.0 WDWM9954
24 MERRILL ST SP 1990 21.0 WDWM9324
24 BELLE AVE SP 1992 2314.5 WDWM9331
24 TENTH ST SP 1992 51.9 WDWM9332
24 TENTH ST SP 1992 738.9 WDWM9333
24 MERRILL ST SP 1990 2220.8 WDWM9345
24 MERRILL ST SP 1990 14.6 WDWM9346
24 MERRILL ST SP 1990 342.1 WDWM9347
24 UNKNOWN DIP 2001 15.0 WDWM9406
24 UNKNOWN DIP 2001 15.0 WDWM9407
24 TENTH ST DIP 2001 19.2 WDWM9410
24 TENTH ST DIP 2001 19.9 WDWM9411
24 UNKNOWN DIP 2001 4.6 WDWM9413
24 UNKNOWN DIP 2001 33.4 WDWM9414
24 TENTH ST DIP 2001 111.2 WDWM9416
24 TENTH ST DIP 2001 99.4 WDWM9424
24 TENTH ST CMLC 1978 979.4 WDWM10270
24 TENTH ST CMLC 1978 903.4 WDWM10348
24 10TH ST CMLC 1978 178.7 WDWM10549
24 TAYLOR AV DIP 2001 545.0 WDWM10155
24 OLIVE ST DIP 2001 209.4 WDWM10156
24 MERRILL ST DIP 2001 1120.0 WDWM10160
24 MERRILL ST DIP 2001 111.9 WDWM10161
24 TENTH ST DIP 2001 38.8 WDWM10162
24 10TH ST CMLC 1978 375.5 WDWM10219
24 UNKNOWN DIP 2014 10.7 UNKNOWN
24 UNKNOWN DIP 2014 408.1 UNKNOWN
24 UNKNOWN DIP 2014 206.7 UNKNOWN
24 UNKNOWN DIP 2014 13.4 UNKNOWN
24 UNKNOWN DIP 2014 356.0 UNKNOWN
24 UNKNOWN DIP 2014 74.0 UNKNOWN
24 UNKNOWN DIP 2014 922.0 UNKNOWN
24 UNKNOWN DIP 2014 29.1 UNKNOWN
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 30 JOY ST CMLC 1978 64.5 WDWM9881
30 JOY ST CMLC 1978 13.7 WDWM9882
30 JOY ST CMLC 1978 14.0 WDWM9883
30 GARRETSON AVE CMLC 1978 36.4 WDWM9969
30 GRAND BLVD SP 1985 452.2 WDWM10008
30 E GRAND BLVD SP 1985 1224.7 WDWM10009
30 E GRAND BLVD SP 1985 9.2 WDWM10028
30 10TH ST SP 1985 193.0 WDWM10031
30 10TH ST SP 1985 42.0 WDWM10032
30 RAILROAD ST DIP 2001 1464.4 WDWM9417
30 MERRILL ST DIP 2001 971.2 WDWM9418
30 GRAND BL DIP 2001 322.4 WDWM9419
30 SECOND ST DIP 2001 189.7 WDWM9420
30 GRAND BL DIP 2001 780.9 WDWM9428
30 MERRILL ST DIP 2001 966.3 WDWM9429
30 RAILROAD ST DIP 2001 1480.2 WDWM9430
30 EASEMENT DIP 2001 734.9 WDWM9431
30 VALENCIA AV DIP 2001 236.3 WDWM9432
30 VALENCIA AV DIP 2001 5.2 WDWM9438
30 QUARRY ST SP 1986 1375.8 WDWM10027
30 QUARRY ST SP 1986 576.6 WDWM10029
30 QUARRY ST SP 1986 32.3 WDWM10030
30 MERRILL ST DIP 2001 411.2 WDWM10163
30 MERRILL ST DIP 2001 1081.3 WDWM10164
30 MERRILL ST DIP 2001 1519.8 WDWM10165
30 JOY ST CMLC 1978 180.9 WDWM10218
30 GARRETSON AVE CMLC 1978 66.5 WDWM10220
30 GRAND BLVD CMLC 1927 57.7 WDWM10221
30 GARRETSON AVE CMLC 1978 174.2 WDWM10227
30 GARRETSON AVE CMLC 1978 823.3 WDWM10253
Table 12 – Summary of Downtown Pipeline Install Years
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 SHERIDAN ST AC 1924 514.3 WDWM4452
8 GRAND BLVD AC 1924 4.1 WDWM4476
8 GRAND BLVD AC 1924 17.9 WDWM7152
8 GRAND BLVD AC 1924 419.8 WDWM7090
2 EASEMENT SP 1925 19.9 WDWM3878
2 EASEMENT SP 1925 397.2 WDWM3886
2 EASEMENT SP 1925 379.2 WDWM3896
2 EASEMENT SP 1925 8.7 WDWM3913
2 UNKNOWN SP 1925 160.1 WDWM3961
2 UNKNOWN SP 1925 112.9 WDWM3962
2 ALLEY SP 1925 234.7 WDWM3964
2 UNKNOWN SP 1925 510.0 WDWM4140
2 EASEMENT SP 1925 14.1 WDWM4221
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 QUARRY ST SP 1925 252.3 WDWM4301
2 EASEMENT SP 1925 377.4 WDWM4303
2 EASEMENT SP 1925 123.1 WDWM4305
2 EASEMENT SP 1925 374.4 WDWM4322
2 EASEMENT SP 1925 768.1 WDWM4325
2 EASEMENT SP 1925 768.1 WDWM4326
2 EASEMENT SP 1925 395.3 WDWM4327
2 EASEMENT SP 1925 552.7 WDWM4328
2 EASEMENT SP 1925 383.4 WDWM4334
2 EASEMENT SP 1925 553.9 WDWM4335
2 EASEMENT SP 1925 21.4 WDWM4336
2 EASEMENT SP 1925 63.2 WDWM4337
2 EASEMENT SP 1925 119.6 WDWM4339
2 EASEMENT SP 1925 652.7 WDWM4343
2 EASEMENT SP 1925 29.7 WDWM4344
2 EASEMENT SP 1925 51.2 WDWM4363
2 EASEMENT SP 1925 382.8 WDWM4425
2 EASEMENT SP 1925 345.2 WDWM4494
2 EASEMENT SP 1925 562.7 WDWM4514
2 EASEMENT SP 1925 16.5 WDWM4523
2 EASEMENT SP 1925 557.2 WDWM4635
2 GRAND BLVD COP 1925 125.3 WDWM4905
2 EASEMENT PVC 1925 212.1 WDWM5002
2 EASEMENT SP 1925 203.0 WDWM5012
2 EASEMENT SP 1925 565.7 WDWM5013
2 THIRD ST SP 1925 121.8 WDWM5069
2 EASEMENT SP 1925 169.1 WDWM5071
2 EASEMENT SP 1925 109.2 WDWM5072
2 EASEMENT SP 1925 117.4 WDWM5086
2 EASEMENT SP 1925 14.4 WDWM5101
2 EASEMENT SP 1925 169.4 WDWM7158
2 EASEMENT SP 1925 4.0 WDWM7393
2 EASEMENT SP 1925 675.1 WDWM9218
2 EASEMENT SP 1925 170.5 WDWM9226
2 EASEMENT SP 1925 170.4 WDWM10568
2 EASEMENT SP 1925 411.4 WDWM10569
2 EASEMENT SP 1925 394.1 WDWM10695
2 EASEMENT SP 1925 195.5 WDWM10697
2 EASEMENT SP 1925 378.5 WDWM10835
2 EASEMENT PVC 1925 18.4 WDWM5002
2 EASEMENT SP 1925 2.0 WDWM9218
3 EASEMENT SP 1925 1218.7 WDWM3941
4 UNKNOWN SP 1925 370.5 WDWM6358
4 UNKNOWN SP 1925 544.9 WDWM6373
4 FIFTH ST SP 1925 197.1 WDWM6374
4 NINTH ST SP 1925 394.3 WDWM6392
4 NINTH ST SP 1925 376.3 WDWM6393
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 NINTH ST SP 1925 180.6 WDWM6394
4 NINTH ST SP 1925 368.5 WDWM9212
4 FIFTH ST SP 1925 157.5 WDWM10694
4 UNKNOWN SP 1925 12.4 WDWM6358
6 EASEMENT CIPP 1925 31.8 WDWM3932
6 EASEMENT SP 1925 9.2 WDWM4320
6 GRAND BL SP 1925 241.8 WDWM4365
6 EASEMENT SP 1925 73.2 WDWM4525
6 GRAND BLVD SP 1925 6.1 WDWM5097
6 UNKNOWN AC 1925 144.5 UNKNOWN
8 EASEMENT SP 1925 11.5 WDWM9326
4 EASEMENT SP 1926 21.0 WDWM6348
6 VICENTIA AVE SP 1926 343.7 WDWM3942
6 VICENTIA AVE SP 1926 201.9 WDWM6949
6 VICENTIA AVE SP 1926 167.2 WDWM7389
4 EASEMENT SP 1927 374.2 WDWM6365
4 EASEMENT SP 1927 374.3 WDWM6366
4 EASEMENT SP 1927 397.8 WDWM6367
4 EASEMENT SP 1927 178.7 WDWM6368
4 EASEMENT SP 1927 170.7 WDWM9220
16 EASEMENT SP 1927 5.0 WDWM9880
16 GRAND BLVD SP 1927 12.5 WDWM9923
30 GRAND BLVD CMLC 1927 57.7 WDWM10221
2 UNKNOWN SP 1928 11.2 WDWM4881
3 EASEMENT SP 1930 117.5 WDWM4338
3 EASEMENT SP 1930 349.1 WDWM4340
3 EASEMENT SP 1930 18.9 WDWM4341
3 EASEMENT SP 1930 5.9 WDWM4342
2 EASEMENT SP 1931 23.6 WDWM5067
2 EASEMENT SP 1931 19.3 WDWM5068
6 EASEMENT CIPP 1931 190.6 WDWM3323
6 GRAND BLVD CIPP 1931 202.7 WDWM3873
6 GRAND BLVD CIPP 1931 26.6 WDWM3874
6 GRAND BLVD CIPP 1931 19.2 WDWM3875
6 EASEMENT CIPP 1931 177.0 WDWM3876
6 EASEMENT CIPP 1931 7.8 WDWM3877
6 VICENTIA AVE AC 1931 32.0 WDWM3924
6 VICENTIA AVE AC 1931 375.7 WDWM3925
6 VICENTIA AVE CIPP 1931 357.9 WDWM3930
6 ELEVENTH ST CIPP 1931 12.6 WDWM3938
6 ELEVENTH ST CIPP 1931 13.1 WDWM3939
6 ELEVENTH ST CIPP 1931 137.7 WDWM3940
6 EASEMENT CIPP 1931 28.0 WDWM3943
6 ELEVENTH ST CIPP 1931 207.2 WDWM3944
6 EASEMENT CIPP 1931 1021.4 WDWM3945
6 EASEMENT CIPP 1931 109.7 WDWM4441
6 EASEMENT CIPP 1931 84.0 WDWM4463
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 EASEMENT CIPP 1931 205.6 WDWM4527
6 EASEMENT CIPP 1931 399.4 WDWM4528
6 EASEMENT CIPP 1931 1.5 WDWM4529
6 VICENTIA AVE CIPP 1931 10.5 WDWM4622
6 VICENTIA AVE CIPP 1931 31.6 WDWM4626
6 GRAND BLVD CIPP 1931 53.4 WDWM5000
6 GRAND BLVD CIPP 1931 192.2 WDWM5001
2 E GRAND BLVD SP 1932 176.6 WDWM4304
2 FOURTH ST SP 1932 66.7 WDWM4362
6 UNKNOWN CIPP 1938 688.5 WDWM4893
6 RAILROAD ST CIPP 1944 203.1 WDWM4136
6 RAILROAD ST CIPP 1944 881.4 WDWM4139
6 SEVENTH ST CIPP 1944 183.2 WDWM4330
6 SEVENTH ST CIPP 1944 210.2 WDWM4331
6 SEVENTH ST CIPP 1944 202.1 WDWM4332
6 SEVENTH ST CIPP 1944 181.1 WDWM4333
6 SEVENTH ST CIPP 1944 370.9 WDWM4848
6 SEVENTH ST CIPP 1944 8.0 WDWM4849
6 SEVENTH ST CIPP 1944 16.3 WDWM4876
6 SEVENTH ST CIPP 1944 181.7 WDWM4877
6 SEVENTH ST CIPP 1946 40.8 WDWM3891
6 SEVENTH ST CIPP 1946 167.9 WDWM3892
6 SEVENTH ST CIPP 1946 179.8 WDWM3893
6 SEVENTH ST CIPP 1946 7.8 WDWM3894
6 SEVENTH ST CIPP 1946 195.6 WDWM3897
6 SEVENTH ST PVC 1946 371.6 WDWM3905
6 GARRETSON AVE SP 1946 146.6 WDWM4318
6 GARRETSON AVE SP 1946 218.0 WDWM4319
6 GARRETSON AVE SP 1946 167.5 WDWM4367
6 SEVENTH ST CIPP 1946 422.3 WDWM4478
6 GARRETSON AVE SP 1946 465.7 WDWM4526
6 SEVENTH ST CIPP 1946 373.3 WDWM7595
10 VICENTIA AVE CIPP 1948 4.7 WDWM3927
10 VICENTIA AVE CIPP 1948 223.6 WDWM3931
10 VICENTIA AVE CIPP 1948 173.2 WDWM3933
10 VICENTIA AVE CIPP 1948 43.0 WDWM3934
10 VICENTIA AVE CIPP 1948 23.0 WDWM4477
10 VICENTIA AVE CIPP 1948 182.9 WDWM4479
10 VICENTIA AVE CIPP 1948 196.7 WDWM4480
10 VICENTIA AVE CIPP 1948 152.3 WDWM4481
10 VICENTIA AVE CIPP 1948 92.1 WDWM4482
10 VICENTIA AVE CIPP 1948 308.1 WDWM4511
10 VICENTIA AVE CIPP 1948 102.9 WDWM4886
10 VICENTIA AVE CIPP 1948 166.0 WDWM4887
2 MERRILL ST SP 1949 58.8 WDWM3963
2 MERRILL ST PVC 1949 93.7 WDWM3965
2 MERRILL ST SP 1949 491.5 WDWM4138
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 MERRILL ST PVC 1949 1.1 WDWM3965
6 EASEMENT CIPP 1951 729.3 WDWM2711
6 UNKNOWN CIPP 1951 160.1 WDWM2712
4 EASEMENT CIPP 1952 166.1 WDWM6375
4 EASEMENT CIPP 1952 170.7 WDWM6425
4 EASEMENT CIPP 1952 159.2 WDWM6441
6 PINE ST CIPP 1954 13.4 WDWM4315
10 CIRCLE CITY DR CIPP 1954 565.8 WDWM4306
10 CIRCLE CITY DR CIPP 1954 282.5 WDWM4309
10 CIRCLE CITY DR CIPP 1954 6.4 WDWM4311
10 CIRCLE CITY DR CIPP 1954 5.7 WDWM4312
10 CIRCLE CITY DR CIPP 1954 162.4 WDWM4314
10 CIRCLE CITY DR CIPP 1954 352.0 WDWM9208
10 UNKNOWN CIPP 1954 15.4 WDWM9337
10 UNKNOWN CIPP 1954 188.7 WDWM9348
10 CIRCLE CITY DR AC 1954 14.9 WDWM5073
10 CIRCLE CITY DR CIPP 1954 7.1 WDWM10566
2 EASEMENT SP 1955 304.8 WDWM4858
6 COTA ST CMLC 1955 968.4 WDWM4857
4 UNKNOWN CMLC 1956 466.2 WDWM6364
6 LANCER LN CIPP 1956 6.7 WDWM4426
6 LANCER ST CIPP 1956 1119.1 WDWM4427
10 CIRCLE CITY DR AC 1956 28.1 WDWM5074
10 CIRCLE CITY DR AC 1956 28.7 WDWM5075
4 FOURTH ST AC 1958 38.9 WDWM10830
8 UNKNOWN AC 1958 269.5 WDWM3922
8 UNKNOWN AC 1958 232.2 WDWM3923
8 FOURTH ST AC 1958 69.6 WDWM9225
8 FOURTH ST AC 1958 179.2 WDWM9230
8 FOURTH ST AC 1958 374.9 WDWM9231
8 FOURTH ST AC 1958 373.6 WDWM9232
8 FOURTH ST AC 1958 209.8 WDWM9233
8 FOURTH ST AC 1958 187.2 WDWM9234
8 FOURTH ST AC 1958 180.0 WDWM9235
8 FOURTH ST AC 1958 198.9 WDWM9236
8 FOURTH ST AC 1958 181.8 WDWM10822
8 FOURTH ST AC 1958 391.3 WDWM10823
8 FOURTH ST AC 1958 185.5 WDWM10824
8 FOURTH ST AC 1958 197.9 WDWM10825
8 FOURTH ST AC 1958 338.1 WDWM10826
8 FOURTH ST AC 1958 374.5 WDWM10828
8 FOURTH ST AC 1958 231.3 WDWM10837
10 JOY ST CMLC 1959 369.9 WDWM4491
10 JOY ST CMLC 1959 417.2 WDWM4492
10 JOY ST PVC 1959 261.7 WDWM4493
10 JOY ST PVC 1959 36.1 WDWM4493
6 EASEMENT AC 1960 844.5 WDWM7162
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 BLAINE ST AC 1963 14.1 WDWM10606
8 BLAINE ST AC 1963 57.9 WDWM10608
8 BLAINE ST AC 1963 144.3 WDWM10609
6 TAYLOR AVE AC 1964 175.6 WDWM2052
6 KELLEY AVE AC 1964 1107.7 WDWM3948
8 THIRD ST SP 1964 61.4 WDWM4847
6 WASHBURN ST PVC 1965 375.3 WDWM3895
4 UNKNOWN AC 1967 129.7 WDWM6362
4 UNKNOWN AC 1967 30.5 WDWM6363
4 KRESS CT SP 1967 438.8 WDWM6438
6 EASEMENT AC 1968 206.3 WDWM2713
16 RAILROAD ST AC 1968 716.7 WDWM9869
16 RAILROAD ST AC 1968 397.7 WDWM10342
2 EASEMENT COP 1969 42.0 WDWM5047
2 EASEMENT COP 1969 150.8 WDWM5048
6 EASEMENT AC 1969 57.4 WDWM3870
6 BELLE AVE AC 1969 43.7 WDWM3871
6 PEPPER TREE LN AC 1969 195.2 WDWM4443
6 EASEMENT CIPP 1969 7.4 WDWM5044
6 EASEMENT CIPP 1969 515.6 WDWM5045
6 PALM AVE AC 1969 213.7 WDWM5076
6 VICTORIA AVE AC 1969 5.5 WDWM5077
6 VICTORIA AVE AC 1969 33.7 WDWM5078
8 8TH ST AC 1969 150.6 WDWM4345
8 8TH ST AC 1969 175.3 WDWM4346
8 8TH ST AC 1969 10.0 WDWM4347
8 EASEMENT AC 1969 324.4 WDWM4348
8 RAMONA AVE AC 1969 189.6 WDWM4349
8 RAMONA AVE AC 1969 24.0 WDWM4350
8 RAMONA AVE AC 1969 389.9 WDWM4351
8 UNKNOWN AC 1969 27.4 WDWM4355
8 UNKNOWN AC 1969 8.0 WDWM4356
8 UNKNOWN AC 1969 6.8 WDWM4357
8 UNKNOWN AC 1969 118.3 WDWM4358
8 UNKNOWN AC 1969 155.4 WDWM4359
8 UNKNOWN AC 1969 216.2 WDWM4360
8 RAMONA AVE AC 1969 372.8 WDWM4361
8 UNKNOWN AC 1969 66.0 WDWM4436
8 NINTH ST AC 1969 22.4 WDWM4468
8 MAIN ST AC 1969 24.3 WDWM5079
8 MAIN ST AC 1969 22.2 WDWM5080
8 UNKNOWN AC 1969 116.4 WDWM5103
8 SEVENTH ST AC 1969 25.0 WDWM5104
8 UNKNOWN AC 1969 349.5 WDWM9224
8 FOURTH ST AC 1969 215.4 WDWM9237
8 FOURTH ST AC 1969 67.9 WDWM9238
8 UNKNOWN AC 1969 153.4 WDWM10743
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 UNKNOWN AC 1969 342.7 WDWM10744
8 UNKNOWN AC 1969 188.9 WDWM10745
8 UNKNOWN AC 1969 173.6 WDWM10746
8 WASHBURN ST AC 1969 387.7 WDWM10836
8 FOURTH ST AC 1969 40.6 WDWM10838
10 MAIN ST AC 1969 119.6 WDWM3898
10 MAIN ST AC 1969 332.3 WDWM3899
10 MAIN ST AC 1969 188.9 WDWM3900
10 SIXTH ST AC 1969 373.1 WDWM3901
10 SIXTH ST AC 1969 388.1 WDWM3903
10 SIXTH ST AC 1969 10.0 WDWM3904
10 MAIN ST AC 1969 174.8 WDWM3906
10 MAIN ST AC 1969 362.5 WDWM3907
10 MAIN ST AC 1969 18.2 WDWM3908
10 MAIN ST AC 1969 152.5 WDWM3909
10 SIXTH ST AC 1969 378.1 WDWM3928
10 SIXTH ST AC 1969 716.7 WDWM3929
10 SIXTH ST AC 1969 5.5 WDWM3956
10 SIXTH ST AC 1969 455.8 WDWM3957
10 SIXTH ST AC 1969 370.7 WDWM3958
10 SIXTH ST AC 1969 406.0 WDWM4323
10 SIXTH ST AC 1969 193.5 WDWM4324
10 SIXTH ST AC 1969 364.5 WDWM4329
10 SIXTH ST AC 1969 180.8 WDWM4352
10 SIXTH ST AC 1969 293.7 WDWM4353
10 SIXTH ST AC 1969 66.8 WDWM4354
10 MAIN ST AC 1969 9.0 WDWM4423
10 MAIN ST AC 1969 371.3 WDWM4424
10 SIXTH ST AC 1969 45.2 WDWM4437
10 SIXTH ST AC 1969 130.6 WDWM4438
10 MAIN ST AC 1969 191.3 WDWM4439
10 MAIN ST AC 1969 119.0 WDWM4440
10 MAIN ST AC 1969 115.0 WDWM4462
10 MAIN ST AC 1969 166.7 WDWM4485
10 MAIN ST AC 1969 327.3 WDWM4546
10 THIRD ST AC 1969 274.6 WDWM4547
10 THIRD ST AC 1969 29.8 WDWM4549
10 MAIN ST AC 1969 179.1 WDWM5007
10 MAIN ST AC 1969 19.0 WDWM5008
10 MAIN ST AC 1969 177.3 WDWM5009
10 MAIN ST AC 1969 204.3 WDWM5010
10 MAIN ST AC 1969 170.0 WDWM5011
10 10TH ST AC 1969 22.0 WDWM5082
10 10TH ST AC 1969 23.1 WDWM5083
10 MAIN ST AC 1969 72.5 WDWM5084
10 MAIN ST AC 1969 26.7 WDWM5085
10 SIXTH ST AC 1969 368.9 WDWM7150
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 SIXTH ST AC 1969 5.7 WDWM7151
10 SIXTH ST AC 1969 203.7 WDWM9214
10 SIXTH ST AC 1969 183.5 WDWM9215
12 OLIVE ST AC 1969 188.9 WDWM3869
12 OLIVE ST AC 1969 201.5 WDWM3872
12 OLIVE ST AC 1969 441.6 WDWM3954
12 OLIVE ST AC 1969 361.0 WDWM3955
12 OLIVE ST AC 1969 265.8 WDWM4442
12 OLIVE ST AC 1969 777.9 WDWM4460
12 OLIVE ST AC 1969 429.6 WDWM5004
12 OLIVE ST AC 1969 381.7 WDWM5005
12 OLIVE ST AC 1969 712.8 WDWM5006
2 EASEMENT SP 1970 9.7 WDWM5095
4 EASEMENT AC 1970 8.7 WDWM6369
4 EASEMENT AC 1970 68.8 WDWM6370
4 EASEMENT AC 1970 13.1 WDWM6371
4 EASEMENT AC 1970 78.7 WDWM6372
4 EASEMENT AC 1970 7.4 WDWM6395
6 ARROYO ST AC 1970 202.3 WDWM4302
6 SEVENTH ST CIPP 1970 12.6 WDWM5049
8 GRAND BLVD AC 1970 42.0 WDWM4364
8 GRAND BLVD AC 1970 303.5 WDWM4366
8 GRAND BLVD AC 1970 360.5 WDWM4420
8 GRAND BLVD AC 1970 224.6 WDWM4421
8 GRAND BLVD AC 1970 195.4 WDWM4422
8 GRAND BLVD AC 1970 146.1 WDWM4461
8 GRAND BLVD AC 1970 174.9 WDWM4472
8 THIRD ST AC 1970 235.9 WDWM4845
8 THIRD ST AC 1970 934.3 WDWM4846
8 SEVENTH ST AC 1970 76.0 WDWM5024
8 UNKNOWN AC 1970 184.3 WDWM5027
8 UNKNOWN AC 1970 149.1 WDWM5028
8 UNKNOWN AC 1970 14.2 WDWM5029
8 UNKNOWN AC 1970 12.5 WDWM5030
8 UNKNOWN AC 1970 14.9 WDWM5031
8 UNKNOWN AC 1970 47.0 WDWM5036
8 UNKNOWN AC 1970 180.3 WDWM5037
8 UNKNOWN AC 1970 124.9 WDWM5042
8 UNKNOWN AC 1970 138.7 WDWM5043
8 PALM AVE AC 1970 21.9 WDWM5096
8 THIRD ST AC 1970 598.9 WDWM7163
8 GRAND BLVD AC 1970 201.8 WDWM10730
4 SHERIDAN ST CIPP 1972 368.5 WDWM6219
4 EASEMENT AC 1972 421.0 WDWM6220
4 EASEMENT AC 1972 567.4 WDWM6225
4 EASEMENT AC 1972 712.6 WDWM6346
6 BELLE AVE AC 1972 365.6 WDWM2051
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 EASEMENT AC 1973 520.6 WDWM6221
4 EASEMENT AC 1973 127.2 WDWM6224
6 KENDALL ST AC 1973 933.6 WDWM3322
6 EASEMENT AC 1973 794.7 WDWM5003
6 E GRAND BLVD AC 1973 418.1 WDWM5070
6 2ND ST AC 1974 37.3 WDWM3918
6 GRAND BLVD AC 1974 2.0 WDWM3919
6 GRAND BLVD AC 1974 19.0 WDWM3920
6 GRAND BLVD AC 1974 1.9 WDWM3921
6 CEDAR ST AC 1974 8.3 WDWM4307
6 CEDAR ST AC 1974 304.7 WDWM4308
6 COTA ST AC 1974 342.9 WDWM10819
6 2ND ST PVC 1974 261.4 WDWM10821
8 2ND ST PVC 1974 199.0 WDWM3911
8 2ND ST AC 1974 164.3 WDWM3912
8 2ND ST AC 1974 200.9 WDWM3915
8 2ND ST AC 1974 163.8 WDWM3916
8 2ND ST AC 1974 90.5 WDWM3917
8 BELLE AVE AC 1974 382.8 WDWM5021
8 2ND ST AC 1974 60.8 WDWM5102
8 2ND ST AC 1974 8.2 WDWM3916
8 2ND ST AC 1974 12.4 WDWM3912
10 THIRD ST AC 1974 217.3 WDWM3914
10 THIRD ST AC 1974 106.6 WDWM4548
10 UNKNOWN PVC 1974 718.3 WDWM12633
16 GRAND BLVD SP 1974 217.4 WDWM9967
8 GRAND BLVD AC 1975 13.6 WDWM3959
8 GRAND BLVD AC 1975 224.6 WDWM3960
10 MAIN ST PVC 1975 49.1 WDWM4545
10 MAIN ST PVC 1975 408.7 WDWM4545
16 GRAND BLVD AC 1975 279.7 WDWM9859
16 GRAND BLVD AC 1975 23.7 WDWM9860
16 GRAND BLVD AC 1975 231.1 WDWM9861
16 RAILROAD ST AC 1975 207.2 WDWM9862
16 RAILROAD ST AC 1975 478.4 WDWM10283
16 RAILROAD ST AC 1975 60.0 WDWM10340
16 RAILROAD ST AC 1975 4.8 WDWM10341
8 EASEMENT AC 1976 693.1 WDWM4290
8 BLAINE ST AC 1976 78.4 WDWM4435
8 BLAINE ST AC 1976 648.2 WDWM6157
8 BLAINE ST AC 1976 39.9 WDWM6158
8 BLAINE ST AC 1976 21.5 WDWM6159
8 BLAINE ST AC 1976 70.2 WDWM6160
8 TENTH ST AC 1976 716.1 WDWM9311
8 TENTH ST AC 1976 13.6 WDWM9312
8 BLAINE ST AC 1976 325.0 WDWM10607
10 MAIN ST AC 1976 415.1 WDWM4134
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 SHERIDAN ST AC 1976 275.7 WDWM4135
10 SHERIDAN ST AC 1976 210.6 WDWM10611
16 GRAND BLVD AC 1976 504.1 WDWM9890
16 GRAND BLVD AC 1976 88.6 WDWM9891
6 UNKNOWN AC 1977 22.0 WDWM4217
6 UNKNOWN AC 1977 147.6 WDWM4310
6 PARK LN AC 1977 205.1 WDWM4316
6 PARK LN AC 1977 372.8 WDWM4317
6 PARK LN AC 1977 195.2 WDWM4486
6 CEDAR ST AC 1977 459.2 WDWM4487
6 PARK LN AC 1977 705.3 WDWM4489
6 UNKNOWN AC 1977 114.2 WDWM4524
6 10TH ST AC 1977 358.4 WDWM5014
6 PARK LN AC 1977 143.4 WDWM5015
6 EASEMENT SP 1977 224.5 WDWM5032
6 EASEMENT SP 1977 372.8 WDWM5033
6 EASEMENT SP 1977 7.1 WDWM5034
6 EASEMENT SP 1977 43.2 WDWM5038
6 PARK LN AC 1977 595.2 WDWM5087
8 FULLERTON AVE AC 1977 459.9 WDWM4490
8 FULLERTON AVE AC 1977 234.6 WDWM6917
8 PEARL ST PVC 1977 528.4 WDWM7533
8 FULLERTON AVE AC 1977 440.5 WDWM9205
8 10TH ST AC 1977 119.8 WDWM9206
8 10TH ST AC 1977 22.5 WDWM9207
8 GRAND BLVD AC 1977 862.4 WDWM9209
8 GRAND BLVD AC 1977 140.8 WDWM9210
8 UNKNOWN AC 1977 15.4 WDWM9338
8 UNKNOWN AC 1977 12.5 WDWM9394
8 UNKNOWN AC 1977 66.0 WDWM9395
8 UNKNOWN AC 1977 118.8 WDWM9396
8 GRAND BLVD AC 1977 464.0 WDWM9529
8 GRAND BLVD AC 1977 48.4 WDWM9534
8 PEARL ST PVC 1977 1.2 WDWM7533
8 PEARL ST PVC 1977 23.7 WDWM4289
8 PEARL ST PVC 1977 27.7 WDWM7533
8 PEARL ST PVC 1977 1.0 WDWM7533
12 UNKNOWN PVC 1977 1.7 WDWM12568
14 GRAND BLVD AC 1977 25.0 WDWM9527
14 GRAND BLVD AC 1977 495.4 WDWM9530
14 GRAND BLVD AC 1977 210.9 WDWM9531
6 EASEMENT SP 1978 164.9 WDWM5035
6 VICENTIA AVE SP 1978 14.5 WDWM6950
6 UNKNOWN CMLC 1978 61.0 WDWM12571
8 BELLE AVE AC 1978 335.4 WDWM3910
8 RAMONA AVE AC 1978 63.9 WDWM5081
8 RAMONA AVE AC 1978 55.6 WDWM7975
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 VICENTIA AVE CMLC 1978 1003.2 WDWM9315
8 VICENTIA AVE CMLC 1978 836.6 WDWM9316
8 CIRCLE CITY DR AC 1978 11.8 WDWM9397
8 CIRCLE CITY DR AC 1978 47.0 WDWM9398
24 TENTH ST CMLC 1978 183.4 WDWM9857
24 TENTH ST CMLC 1978 403.4 WDWM9858
24 10TH ST CMLC 1978 176.4 WDWM9884
24 10TH ST CMLC 1978 186.8 WDWM9885
24 10TH ST CMLC 1978 209.7 WDWM9886
24 10TH ST CMLC 1978 199.7 WDWM9887
24 10TH ST CMLC 1978 147.5 WDWM9888
24 10TH ST CMLC 1978 17.6 WDWM9889
24 TENTH ST CMLC 1978 81.4 WDWM9892
24 TENTH ST CMLC 1978 108.3 WDWM9893
24 TENTH ST CMLC 1978 376.3 WDWM9949
24 TENTH ST CMLC 1978 367.5 WDWM9950
24 TENTH ST CMLC 1978 14.1 WDWM9951
24 TENTH ST CMLC 1978 36.1 WDWM9952
24 TENTH ST CMLC 1978 175.0 WDWM9953
24 TENTH ST CMLC 1978 68.0 WDWM9954
24 TENTH ST CMLC 1978 979.4 WDWM10270
24 TENTH ST CMLC 1978 903.4 WDWM10348
24 10TH ST CMLC 1978 178.7 WDWM10549
24 10TH ST CMLC 1978 375.5 WDWM10219
30 JOY ST CMLC 1978 64.5 WDWM9881
30 JOY ST CMLC 1978 13.7 WDWM9882
30 JOY ST CMLC 1978 14.0 WDWM9883
30 GARRETSON AVE CMLC 1978 36.4 WDWM9969
30 JOY ST CMLC 1978 180.9 WDWM10218
30 GARRETSON AVE CMLC 1978 66.5 WDWM10220
30 GARRETSON AVE CMLC 1978 174.2 WDWM10227
30 GARRETSON AVE CMLC 1978 823.3 WDWM10253
6 UNKNOWN AC 1979 744.1 WDWM4624
8 WASHBURN AVE AC 1979 381.3 WDWM3884
8 EASEMENT AC 1979 15.2 WDWM10605
2 GRAND BLVD PEP 1980 260.4 WDWM5239
2 EASEMENT COP 1980 214.5 WDWM9222
2 EASEMENT PEP 1980 95.1 WDWM5221
2 EASEMENT PEP 1980 99.7 WDWM5222
2 EASEMENT PEP 1980 108.9 WDWM5223
2 EASEMENT PEP 1980 119.5 WDWM5224
2 EASEMENT PEP 1980 225.2 WDWM5473
6 WASHBURN CIR AC 1980 15.0 WDWM5883
8 WASHBURN CIR AC 1980 272.2 WDWM5242
8 BLAINE ST AC 1980 588.1 WDWM10616
8 BLAINE ST PVC 1980 220.1 WDWM10617
8 BLAINE ST PVC 1980 3.6 WDWM10617
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 16 GARRETSON AVE AC 1980 54.3 WDWM9445
6 BELLE AVE CIPP 1982 42.0 WDWM5803
6 ELEVENTH ST CIPP 1982 23.8 WDWM5845
6 ELEVENTH ST CIPP 1982 36.2 WDWM5846
6 NINTH ST AC 1982 489.2 WDWM5454
8 SHERIDAN ST AC 1982 751.2 WDWM5212
8 SHERIDAN ST AC 1982 19.4 WDWM5213
8 SHERIDAN ST AC 1982 455.0 WDWM5214
8 BELLE AVE AC 1982 559.0 WDWM5216
8 MERRILL ST AC 1982 362.4 WDWM5226
8 MERRILL ST AC 1982 394.8 WDWM5227
8 MERRILL ST AC 1982 399.6 WDWM5228
8 CRAWFORD ST AC 1982 177.3 WDWM5233
8 CRAWFORD ST AC 1982 394.8 WDWM5234
8 EIGHTH ST AC 1982 372.3 WDWM5235
8 MERRILL ST AC 1982 16.3 WDWM5238
8 MERRILL ST AC 1982 679.1 WDWM5240
8 CRAWFORD ST AC 1982 221.4 WDWM5241
8 EIGHTH ST AC 1982 282.7 WDWM5453
8 MERRILL ST AC 1982 178.1 WDWM5630
16 GARRETSON AVE AC 1982 92.8 WDWM9392
16 GARRETSON AVE AC 1982 4183.1 WDWM9393
6 OLIVE ST AC 1983 14.2 WDWM2053
6 OLIVE ST AC 1983 292.1 WDWM2054
8 VICTORIA AVE AC 1983 207.0 WDWM5387
8 MERRILL ST AC 1984 344.0 WDWM5232
8 MERRILL ST AC 1984 8.0 WDWM5232
8 VICTORIA AVE PVC 1985 192.1 WDWM5373
8 RAMONA AVE AC 1985 167.9 WDWM5376
8 SAN JUAN ST AC 1985 277.2 WDWM7410
8 SAN JUAN ST AC 1985 7.9 WDWM7411
8 FOURTH ST AC 1985 89.0 WDWM9229
30 GRAND BLVD SP 1985 452.2 WDWM10008
30 E GRAND BLVD SP 1985 1224.7 WDWM10009
30 E GRAND BLVD SP 1985 9.2 WDWM10028
30 10TH ST SP 1985 193.0 WDWM10031
30 10TH ST SP 1985 42.0 WDWM10032
4 NINTH ST SP 1986 39.2 WDWM6448
8 EASEMENT SP 1986 253.8 WDWM4852
8 EASEMENT SP 1986 132.0 WDWM4853
8 EASEMENT SP 1986 185.8 WDWM4854
8 WASHBURN AVE AC 1986 174.6 WDWM5217
8 NINTH ST AC 1986 19.4 WDWM6026
8 WASHBURN AVE AC 1986 176.6 WDWM5218
8 GRAND BLVD AC 1986 7.9 WDWM5236
8 GRAND BLVD AC 1986 110.9 WDWM5237
8 SEVENTH ST AC 1986 369.7 WDWM5369
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 VICTORIA AVE PVC 1986 207.9 WDWM5374
8 RAMONA AVE AC 1986 367.5 WDWM5375
8 SEVENTH ST AC 1986 238.1 WDWM5381
8 SEVENTH ST AC 1986 3.3 WDWM5382
8 LA COSTA DR AC 1986 420.2 WDWM5447
8 MARGARITA DR AC 1986 262.6 WDWM5450
8 GRAND BLVD AC 1986 57.4 WDWM5455
8 GRAND BLVD AC 1986 199.1 WDWM5456
8 RAMONA AVE AC 1986 5.2 WDWM5465
8 BELLE AVE AC 1986 374.9 WDWM5870
8 BELLE AVE AC 1986 10.7 WDWM5871
8 EASEMENT AC 1986 24.9 WDWM6918
8 MARGARITA DR AC 1986 31.4 WDWM6919
8 MARGARITA DR AC 1986 181.8 WDWM6920
8 EASEMENT SP 1986 383.1 WDWM9211
8 EASEMENT SP 1986 1701.0 WDWM9329
8 EASEMENT SP 1986 854.4 WDWM9526
10 CONTADORA ST AC 1986 116.0 WDWM5370
30 QUARRY ST SP 1986 1375.8 WDWM10027
30 QUARRY ST SP 1986 576.6 WDWM10029
30 QUARRY ST SP 1986 32.3 WDWM10030
2 FIFTH ST SP 1987 28.4 WDWM5802
6 MERRILL ST AC 1987 158.5 WDWM5880
8 UNKNOWN AC 1987 87.9 WDWM5800
8 UNKNOWN AC 1987 87.8 WDWM5801
8 HOWARD ST AC 1987 50.2 WDWM5905
8 HOWARD ST AC 1987 57.2 WDWM5906
8 EASEMENT AC 1987 28.2 WDWM6027
8 THIRD ST AC 1987 200.7 WDWM5377
8 THIRD ST AC 1987 183.0 WDWM5378
8 THIRD ST AC 1987 10.6 WDWM5379
8 VICTORIA AVE PVC 1987 312.4 WDWM5380
8 THIRD ST AC 1987 208.4 WDWM5462
8 FIFTH ST AC 1987 67.4 WDWM5798
8 FIFTH ST AC 1987 7.0 WDWM5799
8 BELLE AVE AC 1987 598.2 WDWM5841
8 MERRILL ST AC 1987 391.0 WDWM5842
8 MERRILL ST AC 1987 318.3 WDWM5843
8 MERRILL ST AC 1987 7.0 WDWM5844
8 RAILROAD ST AC 1987 65.8 WDWM5881
8 UNKNOWN AC 1987 277.0 WDWM5893
8 UNKNOWN AC 1987 25.7 WDWM5894
8 UNKNOWN AC 1987 67.0 WDWM5895
8 UNKNOWN AC 1987 260.6 WDWM5896
8 UNKNOWN AC 1987 199.4 WDWM5897
8 UNKNOWN AC 1987 266.7 WDWM5898
8 VICTORIA AVE AC 1987 244.8 WDWM5907
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 VICTORIA AVE AC 1987 48.9 WDWM5908
8 FIFTH ST AC 1987 175.5 WDWM7469
8 VICTORIA AVE AC 1987 377.0 WDWM9219
8 RAMONA AVE AC 1987 382.0 WDWM9221
8 RAMONA AVE AC 1987 349.5 WDWM9223
10 FIFTH ST AC 1987 21.8 WDWM5797
8 FIFTH ST AC 1988 11.1 WDWM5795
8 FIFTH ST AC 1988 29.4 WDWM5796
8 BLAINE ST PVC 1988 714.1 WDWM7154
8 BLAINE ST PVC 1988 234.2 WDWM7155
8 FULLER ST AC 1988 356.0 WDWM10692
8 FULLER ST AC 1988 6.0 WDWM10693
8 SHERIDAN ST AC 1988 719.1 WDWM10832
8 BELLE AVE AC 1988 381.6 WDWM10833
4 SIXTH ST DIP 1989 61.7 WDWM10733
8 ELEVENTH ST AC 1989 184.6 WDWM5910
8 WASHBURN AVE AC 1989 382.9 WDWM5632
8 FIFTH ST PVC 1989 9.4 WDWM5792
8 FIFTH ST PVC 1989 428.0 WDWM5793
8 CRAWFORD ST PVC 1989 370.5 WDWM5794
8 E GRAND BLVD AC 1989 20.0 WDWM5901
8 E GRAND BLVD AC 1989 143.4 WDWM5902
8 E GRAND BLVD AC 1989 265.7 WDWM5903
8 CRAWFORD ST PVC 1989 350.5 WDWM10827
8 MERRILL ST PVC 1989 719.1 WDWM10829
10 3RD ST AC 1989 3.6 WDWM5866
10 THIRD ST AC 1989 360.6 WDWM5867
10 SIXTH ST PVC 1989 8.0 WDWM5904
10 SIXTH ST DIP 1989 165.7 WDWM10731
10 SIXTH ST DIP 1989 59.5 WDWM10732
6 HOWARD ST CIPP 1990 28.0 WDWM5911
8 HOWARD ST AC 1990 9.3 WDWM5912
8 HOWARD ST AC 1990 279.4 WDWM5913
10 GRAND BLVD PVC 1990 363.2 WDWM5791
10 GRAND BLVD AC 1990 226.1 WDWM5860
16 GRAND BLVD SP 1990 89.5 WDWM9964
16 GRAND BLVD PVC 1990 581.6 WDWM9965
16 GRAND BLVD SP 1990 14.4 WDWM9968
16 3RD ST SP 1990 220.2 WDWM9342
16 EASEMENT SP 1990 24.0 WDWM9343
16 EASEMENT SP 1990 283.0 WDWM9344
16 GRAND BLVD PVC 1990 122.3 WDWM9965
16 GRAND BLVD PVC 1990 7.3 WDWM9965
24 MERRILL ST SP 1990 21.0 WDWM9324
24 MERRILL ST SP 1990 2220.8 WDWM9345
24 MERRILL ST SP 1990 14.6 WDWM9346
24 MERRILL ST SP 1990 342.1 WDWM9347
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 EASEMENT AC 1991 114.7 WDWM6222
4 EASEMENT AC 1991 364.8 WDWM6223
8 PALM AVE PVC 1991 557.2 WDWM5909
12 UNKNOWN DIP 1991 38.0 WDWM9489
16 UNKNOWN DIP 1991 135.8 WDWM9490
2 UNKNOWN COP 1992 104.5 WDWM5472
2 UNKNOWN COP 1992 12.4 WDWM5472
4 UNKNOWN AC 1992 230.9 WDWM6436
4 UNKNOWN AC 1992 32.6 WDWM6437
8 SHERIDAN ST PVC 1992 379.8 WDWM5229
8 DEPOT DR AC 1992 34.2 WDWM5884
8 DEPOT DR AC 1992 306.7 WDWM5885
8 DEPOT DR AC 1992 131.1 WDWM5886
8 SHERIDAN ST PVC 1992 12.4 WDWM5229
10 3RD ST PVC 1992 192.8 WDWM5230
10 3RD ST PVC 1992 186.6 WDWM5231
10 GRAND BLVD PVC 1992 367.3 WDWM5790
10 3RD ST PVC 1992 506.8 WDWM5856
10 3RD ST PVC 1992 35.3 WDWM5857
10 MERRILL ST PVC 1992 10.6 WDWM5858
10 GRAND BLVD AC 1992 199.1 WDWM5859
12 E GRAND BLVD DIP 1992 18.0 WDWM9319
12 THIRD ST DIP 1992 7.4 WDWM9328
12 THIRD ST DIP 1992 133.6 WDWM9340
12 JOY ST DIP 1992 392.6 WDWM9341
12 E GRAND BLVD DIP 1992 128.3 WDWM9349
12 QUARRY ST PVC 1992 1497.6 WDWM9496
12 FOURTH ST DIP 1992 646.4 WDWM9533
16 JOY ST DIP 1992 11.5 WDWM9339
16 JOY ST DIP 1992 363.6 WDWM9399
16 10TH ST DIP 1992 238.7 WDWM9400
16 JOY ST DIP 1992 1876.7 WDWM9532
24 BELLE AVE SP 1992 2314.5 WDWM9331
24 TENTH ST SP 1992 51.9 WDWM9332
24 TENTH ST SP 1992 738.9 WDWM9333
6 UNKNOWN AC 1993 31.1 WDWM5874
6 UNKNOWN AC 1993 124.6 WDWM5875
6 UNKNOWN AC 1993 10.0 WDWM5876
6 UNKNOWN AC 1993 15.0 WDWM5877
8 UNKNOWN AC 1993 111.5 WDWM5878
8 UNKNOWN AC 1993 47.2 WDWM5879
8 UNKNOWN AC 1993 1033.7 WDWM10610
8 SHERIDAN ST PVC 1993 377.6 WDWM10831
8 BELLE AVE PVC 1993 390.6 WDWM10834
10 JOY ST AC 1994 181.0 WDWM9216
10 SIXTH ST CMLC 1994 173.7 WDWM7160
10 SIXTH ST CMLC 1994 5.5 WDWM7412
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 GRAND BLVD PVC 1995 108.6 WDWM5853
10 GRAND BLVD AC 1995 291.3 WDWM5854
10 GRAND BLVD AC 1995 55.5 WDWM5855
4 ALLEY PVC 1999 168.4 WDWM1717
8 BELLE AVE DIP 1999 227.2 WDWM1226
8 SEVENTH ST PVC 1999 12.9 WDWM1227
8 SEVENTH ST PVC 1999 8.6 WDWM1228
8 SEVENTH ST PVC 1999 402.9 WDWM1229
8 SEVENTH ST PVC 1999 8.8 WDWM1230
8 NINTH ST PVC 1999 670.1 WDWM1232
8 PINE ST PVC 1999 36.8 WDWM1239
8 PINE ST PVC 1999 649.6 WDWM1240
8 EIGHTH ST PVC 1999 509.5 WDWM1364
8 EIGHTH ST PVC 1999 48.9 WDWM1365
8 EIGHTH ST PVC 1999 5.0 WDWM1366
8 NINTH ST PVC 1999 55.4 WDWM10802
10 GRAND AV PVC 1999 205.1 WDWM1231
10 GRAND AV PVC 1999 406.3 WDWM1363
10 GRAND AV PVC 1999 395.1 WDWM1367
10 GRAND AV PVC 1999 224.8 WDWM1369
10 GRAND AV PVC 1999 181.4 WDWM1370
8 SHERIDAN ST PVC 2000 121.2 WDWM1237
8 KENDALL ST PVC 2000 68.8 WDWM102
8 ALLEY PVC 2000 263.2 WDWM1243
8 BARTH ST PVC 2000 649.2 WDWM1244
8 GRAND BL PVC 2000 20.8 WDWM1275
8 ELEVENTH ST PVC 2000 149.6 WDWM1279
8 RAMONA AV PVC 2000 713.3 WDWM1280
8 RAMONA AV PVC 2000 341.5 WDWM1281
10 MAIN ST PVC 2000 324.3 WDWM101
10 MAIN ST PVC 2000 206.8 WDWM103
10 MAIN ST PVC 2000 112.5 WDWM241
10 MAIN ST PVC 2000 10.5 WDWM1157
10 MAIN ST PVC 2000 184.8 WDWM1273
10 MAIN ST PVC 2000 217.9 WDWM1274
10 MAIN ST PVC 2000 12.3 WDWM1276
10 MAIN ST PVC 2000 76.8 WDWM1277
10 MAIN ST PVC 2000 240.7 WDWM1278
10 MAIN ST SP 2000 23.8 WDWM6820
10 MAIN ST SP 2000 22.5 WDWM6823
10 MAIN ST PVC 2000 65.5 WDWM6821
10 MAIN ST PVC 2000 9.5 WDWM6822
12 OLIVE ST PVC 2000 16.4 WDWM1272
6 GRAND BL PVC 2001 148.6 WDWM1247
6 GRAND BL PVC 2001 73.2 WDWM1248
6 EASEMENT PVC 2001 100.6 WDWM9255
6 UNKNOWN AC 2001 309.6 UNKNOWN
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 UNKNOWN DIP 2001 270.1 WDWM9437
10 UNKNOWN DIP 2001 42.8 WDWM9464
10 UNKNOWN DIP 2001 262.1 WDWM9467
10 UNKNOWN DIP 2001 53.4 WDWM9436
12 EASEMENT PVC 2001 721.1 WDWM9253
18 NINTH ST DIP 2001 10.7 WDWM9412
18 MERRILL ST DIP 2001 85.6 WDWM9425
18 MERRILL ST DIP 2001 362.9 WDWM9426
18 NINTH ST DIP 2001 3035.2 WDWM9427
18 UNKNOWN DIP 2001 26.2 WDWM9435
18 THIRD ST DIP 2001 232.6 WDWM9465
18 THIRD ST DIP 2001 55.9 WDWM9466
20 EASEMENT DIP 2001 4.8 WDWM9439
20 EASEMENT DIP 2001 722.1 WDWM9514
24 UNKNOWN DIP 2001 15.0 WDWM9406
24 UNKNOWN DIP 2001 15.0 WDWM9407
24 TENTH ST DIP 2001 19.2 WDWM9410
24 TENTH ST DIP 2001 19.9 WDWM9411
24 UNKNOWN DIP 2001 4.6 WDWM9413
24 UNKNOWN DIP 2001 33.4 WDWM9414
24 TENTH ST DIP 2001 111.2 WDWM9416
24 TENTH ST DIP 2001 99.4 WDWM9424
24 TAYLOR AV DIP 2001 545.0 WDWM10155
24 OLIVE ST DIP 2001 209.4 WDWM10156
24 MERRILL ST DIP 2001 1120.0 WDWM10160
24 MERRILL ST DIP 2001 111.9 WDWM10161
24 TENTH ST DIP 2001 38.8 WDWM10162
30 RAILROAD ST DIP 2001 1464.4 WDWM9417
30 MERRILL ST DIP 2001 971.2 WDWM9418
30 GRAND BL DIP 2001 322.4 WDWM9419
30 SECOND ST DIP 2001 189.7 WDWM9420
30 GRAND BL DIP 2001 780.9 WDWM9428
30 MERRILL ST DIP 2001 966.3 WDWM9429
30 RAILROAD ST DIP 2001 1480.2 WDWM9430
30 EASEMENT DIP 2001 734.9 WDWM9431
30 VALENCIA AV DIP 2001 236.3 WDWM9432
30 VALENCIA AV DIP 2001 5.2 WDWM9438
30 MERRILL ST DIP 2001 411.2 WDWM10163
30 MERRILL ST DIP 2001 1081.3 WDWM10164
30 MERRILL ST DIP 2001 1519.8 WDWM10165
8 UNKNOWN PVC 2002 295.1 WDWM1330
8 EASEMENT PVC 2002 654.6 WDWM7298
8 EASEMENT PVC 2002 239.0 WDWM7299
8 EASEMENT PVC 2002 53.0 WDWM7420
8 CIRCLE CITY DR PVC 2002 644.6 WDWM9528
10 THIRD ST PVC 2002 91.0 WDWM1309
8 VICENTIA AV PVC 2003 816.0 WDWM9250
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 16 VICENTIA AV PVC 2003 769.1 WDWM9257
4 EASEMENT PVC 2004 390.2 WDWM1730
6 COTA AV PVC 2004 47.7 WDWM1325
8 UNKNOWN PVC 2004 18.7 WDWM1349
8 EASEMENT PVC 2004 192.5 WDWM1350
8 UNKNOWN PVC 2004 98.1 WDWM1351
8 ALLEY PVC 2004 232.5 WDWM1352
8 FIFTH ST PVC 2004 43.5 WDWM1353
8 ALLEY PVC 2004 31.5 WDWM1354
8 FIFTH ST PVC 2004 20.1 WDWM1356
8 EASEMENT PVC 2004 325.5 WDWM7156
8 EASEMENT PVC 2004 13.7 WDWM7157
8 EASEMENT PVC 2004 7.2 WDWM7376
8 ALLEY PVC 2004 371.7 WDWM9213
8 ALLEY PVC 2004 382.3 WDWM9217
8 ALLEY PVC 2004 362.7 WDWM9227
8 FOURTH ST PVC 2004 219.6 WDWM9228
8 UNKNOWN PVC 2004 381.9 WDWM7286
8 FIFTH ST PVC 2004 198.5 WDWM10696
8 ALLEY PVC 2004 23.8 WDWM1352
8 ALLEY PVC 2004 14.6 WDWM1352
10 UNKNOWN PVC 2004 743.7 WDWM1450
10 VICENTIA AV PVC 2004 5.0 WDWM1326
10 VICENTIA AV PVC 2004 7.1 WDWM1327
10 THIRD ST PVC 2004 331.5 WDWM1328
10 THIRD ST PVC 2004 99.5 WDWM1329
10 VICENTIA AV PVC 2004 119.2 WDWM1341
10 VICENTIA AV PVC 2004 98.2 WDWM1342
10 THIRD ST PVC 2004 232.0 WDWM1359
10 THIRD ST PVC 2004 6.3 WDWM1360
10 SIXTH ST PVC 2004 200.4 WDWM7159
16 GRAND BL PVC 2004 94.8 WDWM9628
16 GRAND BL CMLC 2004 156.7 WDWM9630
16 GRAND BL PVC 2004 591.9 WDWM9631
16 GRAND BL CMLC 2004 161.1 WDWM9630
16 GRAND BL CMLC 2004 10.2 WDWM9630
16 GRAND BL CMLC 2004 135.6 WDWM9630
2 EASEMENT COP 2005 31.1 WDWM6645
6 SCHOOL ST PVC 2005 141.9 WDWM1358
6 ALLEY PVC 2005 163.8 WDWM1372
6 SCHOOL ST PVC 2005 124.2 WDWM9240
8 VICTORIA AV PVC 2005 217.3 WDWM1392
8 UNKNOWN PVC 2005 8.0 WDWM1489
8 EIGHTH ST PVC 2005 696.8 WDWM1382
8 SEVENTH ST PVC 2005 687.7 WDWM1389
8 NINTH ST PVC 2005 714.0 WDWM1391
8 EASEMENT PVC 2005 115.1 WDWM1451
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 EASEMENT PVC 2005 337.5 WDWM1452
8 EASEMENT PVC 2005 211.4 WDWM1453
8 EASEMENT PVC 2008 499.8 WDWM7285
8 HOPE ST PVC 2014 1.7 WDWM10618
12 HOPE ST PVC 2014 317.2 WDWM10618
24 UNKNOWN DIP 2014 10.7 UNKNOWN
24 UNKNOWN DIP 2014 408.1 UNKNOWN
24 UNKNOWN DIP 2014 206.7 UNKNOWN
24 UNKNOWN DIP 2014 13.4 UNKNOWN
24 UNKNOWN DIP 2014 356.0 UNKNOWN
24 UNKNOWN DIP 2014 74.0 UNKNOWN
24 UNKNOWN DIP 2014 922.0 UNKNOWN
24 UNKNOWN DIP 2014 29.1 UNKNOWN
8 UNKNOWN DIP 2015 14.2 UNKNOWN
8 UNKNOWN DIP 2015 10.0 UNKNOWN
12 UNKNOWN DIP 2015 424.5 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 381.0 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 355.2 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 395.8 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 355.0 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 384.0 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 407.8 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 393.2 UNKNOWN
12 UNKNOWN DIP 2015 172.2 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 223.7 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 10.0 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 43.4 UNKNOWN
12 UNKNOWN DIP 2015 11.0 UNKNOWN
12 UNKNOWN DIP 2015 16.0 UNKNOWN
12 UNKNOWN DIP 2015 343.6 UNKNOWN
6 UNKNOWN AC 2017 335.3 WDWM12552
6 UNKNOWN CMLC 2017 3.6 WDWM12559
6 UNKNOWN PVC 2017 20.0 UNKNOWN
8 THIRD ST CMLC 2017 9.5 WDWM9310
8 THIRD ST CMLC 2017 26.5 WDWM9325
8 EASEMENT CMLC 2017 10.5 WDWM9327
8 UNKNOWN PVC 2017 30.0 WDWM12496
8 UNKNOWN CMLC 2017 7.3 WDWM12527
8 UNKNOWN CMLC 2017 5.6 WDWM12544
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 UNKNOWN CMLC 2017 209.1 WDWM12553
8 UNKNOWN CMLC 2017 182.9 WDWM12554
8 UNKNOWN CMLC 2017 176.7 WDWM12555
8 UNKNOWN CMLC 2017 157.6 WDWM12557
8 UNKNOWN CMLC 2017 7.3 WDWM12563
8 UNKNOWN CMLC 2017 8.4 WDWM12578
8 UNKNOWN CMLC 2017 220.8 WDWM12580
8 UNKNOWN CMLC 2017 7.0 WDWM12593
8 UNKNOWN CMLC 2017 8.9 WDWM12603
8 UNKNOWN CMLC 2017 7.4 WDWM12607
8 UNKNOWN CMLC 2017 117.0 WDWM12618
8 UNKNOWN PVC 2017 2.2 UNKNOWN
8 UNKNOWN PVC 2017 4.8 UNKNOWN
12 UNKNOWN CMLC 2017 523.2 WDWM12510
12 UNKNOWN CMLC 2017 801.8 WDWM12521
12 UNKNOWN CMLC 2017 3.3 WDWM12526
12 UNKNOWN CMLC 2017 46.9 WDWM12532
12 UNKNOWN CMLC 2017 440.5 WDWM12537
12 UNKNOWN CMLC 2017 347.7 WDWM12545
12 UNKNOWN PVC 2017 194.6 WDWM12548
12 UNKNOWN CMLC 2017 7.0 WDWM12550
12 UNKNOWN CMLC 2017 500.7 WDWM12567
12 UNKNOWN CMLC 2017 7.0 WDWM12569
12 UNKNOWN PVC 2017 209.9 WDWM12579
12 UNKNOWN PVC 2017 383.1 WDWM12581
12 UNKNOWN CMLC 2017 332.5 WDWM12583
12 UNKNOWN PVC 2017 365.5 WDWM12584
12 UNKNOWN PVC 2017 3.8 WDWM12634
12 UNKNOWN PVC 2017 1.8 WDWM12636
12 UNKNOWN PVC 2017 37.1 UNKNOWN
12 UNKNOWN PVC 2017 160.1 UNKNOWN
12 UNKNOWN DIP 2018 1108.7 UNKNOWN
12 UNKNOWN DIP 2018 380.7 UNKNOWN
12 UNKNOWN DIP 2018 13.7 UNKNOWN
4 UNKNOWN DIP 2020 10.6 UNKNOWN
4 UNKNOWN DIP 2020 9.5 UNKNOWN
12 UNKNOWN DIP 2020 424.6 UNKNOWN
12 UNKNOWN DIP 2020 374.1 UNKNOWN

Appendix I
Existing Model Calibration Curves

0 5
10 15
20 0 24 48 Level, ft
Time of Day
Clearwell
Clearwell Model - Clearwell
0 200
400
600
800
1000
1200
0 5
10 15
20 25
0 12 24 36 48 Level, ft Flow, gpm
Time of Day
725 Zone
SCADA - GreenRiver Tank MODEL - GreenRiver Tank
SCADA - Nicolas FCV MODEL - Nicolas FCV
0 1000
2000
3000
4000
5000
6000
0 12 24 36 48 Flow, gpm
Time of Day
905 Zone
SCADA - Mangular PS MODEL - Mangular PS
SCADA - Sampson FCV MODEL - Sampson FCV
0 20
40 60
80 100
120
140
160
180
0 500
1000
1500
2000
2500
3000
3500
4000
0 12 24 36 48 Pressure, psi Flow, gpm
Time of Day
Sampson PRS
SCADA - Sampson PRS MODEL - Sampson PRS
SCADA - US Pressure MODEL - US Pressure
0 1000
2000
3000
4000
5000
6000
7000
8000
9000
0 12 24 36 48 Flow, gpm
Time of Day
Garretson 3 PS
SCADA - Garretson 3 PS MODEL - Garretson 3 PS SCADA - R3/2 FCV MODEL - R3/2 FCV 0 200
400
600
800
1000
1200
1400
1600
1800
2000
0 5
10 15
20 25
0 12 24 36 48 Level, ft
Time of Day
905 Zone
SCADA - Cresta Verde MODEL - Cresta Verde SCADA - R3 MODEL - R3 SCADA - R3 PRS 0 5
10 15
20 25
30 0 12 24 36 48 Level, ft
Time of Day
905 Zone
SCADA - Mangular Model - Mangular SCADA - Garretson MODEL - Garretson 0 20
40 60
80 100
120
140
0 12 24 36 48 Pressure, psi
Time of Day
1020 Zone
SCADA - Cresta Verde BPS MODEL - Cresta Verde BPS
0 5
10 15
20 25
30 0 12 24 36 48 Level, ft
Time of Day
1020 Zone
SCADA - Yuma MODEL - Yuma
0 5
10 15
20 25
30 0 12 24 36 48 Level, ft
Time of Day
1060 Zone
SCADA - Border MODEL - Border SCADA - SDO MODEL - SDO
0 5
10 15
20 25
0 12 24 36 48 Level, ft
Time of Day
1060 Zone
SCADA - Lester #1 SCADA - Lester #2 MODEL - Lester #1
0 10
20 30
40 50
60 70
80 90
100
0 12 24 36 48 DS Pressure, psi
Time of Day
1130 Zone
SCADA - 1130 Aquino HPS MODEL - Aquino HPS
0 10
20 30
40 50
60 70
0 12 24 36 48 Flow, gpm
Time of Day
1130 Zone
SCADA - Mabey Canyon HPS MODEL - Mabey Canyon HPS
0 500
1000
1500
2000
2500
3000
0 12 24 36 48 Flow, gpm
Time of Day
1220 Zone
SCADA - Garretson 4 PS MODEL - Garretson 4 PS
SCADA - Chase BPS MODEL - Chase BPS
80 82
84 86
88 90
92 94
96 98
100
0 2
4 6
8 10
12 14
16 18
20 0 12 24 36 48 Pressure, psi Flow, gpm
Time of Day
1220 Montana Ranch Zone
SCADA - 1220 Montana Ranch HPS MODEL - Montana Ranch HPS SCADA - DS Pressure MODEL - DS Pressure
0 20
40 60
80 100
120
140
160
0 12 24 36 48 DS Pressure, psi
Time of Day
1220 Zone
SCADA - Lester 4 DS MODEL - Lester 4 DS SCADA - Border DS MODEL - Border DS 0 20
40 60
80 100
120
0 12 24 36 48 DS Pressure, psi
Time of Day
1220 Zone
SCADA - Chase BPS MODEL - Chase BPS SCADA - Mt Gate US
MODEL - Mt Gate US SCADA - Mt Gate DS MODEL - Mt Gate DS 0 500
1000
1500
2000
2500
3000
3500
0 12 24 36 48 Flow, gpm
Time of Day
1220 Zone
SCADA - Lester 4PS SCADA - Border MODEL - Lester 4 PS MODEL - Border PS 0 5
10 15
20 25
30 35
0 12 24 36 48 Level, ft
Time of Day
1220 Zone
SCADA - Upper & Main MODEL - Upper Main
Upper & Main

SCADA - ADV MODEL - ADV
0 5
10 15
20 25
30 0 12 24 36 48 Level, ft
Time of Day
1220 Zone
SCADA - Hayden MODEL - Hayden SCADA - Keith MODEL - Keith 0 50
100
150
200
250
300
0 12 24 36 48 Flow, gpm
Time of Day
1235 Zone
SCADA - Morita HPS MODEL - Morita HPS
0 20
40 60
80 100
120
140
160
180
0 12 24 36 48 DS Pressure, psi
Time of Day
1235 Zone
SCADA - 1220 Montana Ranch HPS
MODEL - Montana Ranch HPS
0 20
40 60
80 100
120
0 12 24 36 48 DS Pressure, psi
Time of Day
1310 Zone
SCADA - 1220 Montana Ranch HPS
MODEL - Montana Ranch HPS
0 50
100
150
200
250
300
350
400
0 12 24 36 48 Flow, gpm
Time of Day
1310 Zone
SCADA - Mabey Canyon HPS MODEL - Mabey Canyon HPS
0 1000
2000
3000
4000
5000
6000
7000
0 12 24 36 48 Flow, gpm
Time of Day
1380 Zone
SCADA - Lester 5PS MODEL - Lester 5 PS
SCADA - Sierra Bella PS MODEL - Sierra Bella PS
0 50
100
150
200
250
300
0 12 24 36 48 Pressure, psi
Time of Day
1380 Zone
SCADA - Lester 5PS MODEL - Lester 5 PS SCADA - Sierra Bella BPS MODEL - Sierra Bella PS SCADA - Eagle Glen BPS MODEL - Eagle Glen BPS SCADA - Harlan Hills HPS MODEL - Harland Hills HPS
0 5
10 15
20 25
30 0 12 24 36 48 Level, ft
Time of Day
1380 Zone
SCADA - Eagle Glen MODEL - Eagle Glen
SCADA - Gilbert MODEL - Gilbert
0 500
1000
1500
2000
2500
3000
0 12 24 36 48 Flow, gpm
Time of Day
1640 Zone
SCADA - Payette PS MODEL - Payette PS
SCADA - Eagle Glen 6 BPS MODEL - Eagle Glen 6 BPS
0 20
40 60
80 100
120
140
160
180
0 12 24 36 48 Pressure, psi
Time of Day
1640 Zone
SCADA - Eagle Glen6 PS US MODEL - Eagle Glen 6 US
SCADA - Payette DS MODEL - Payette DS
0 5
10 15
20 25
30 0 12 24 36 48 Level, ft
Time of Day
1640 Zone
SCADA - Jameson MODEL - Jameson
0 50
100
150
200
250
300
350
400
450
0 12 24 36 48 Flow, gpm
Time of Day
Alcoa PRS
SCADA - Alcoa MODEL - Alcoa
0 20
40 60
80 100
120
140
160
0 12 24 36 48 Pressure, psi
Time of Day
Alcoa PRS
SCADA - Alcoa DS MODEL - Alcoa DS MODEL - Alcoa US SCADA - Alcoa US

Appendix J
Planned Near-Term Developments

MH
MH MH
MH
MH
MH
MH
MH
MH MH
MH

MH MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MHMH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
SP
SP
MH
City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 1 OF 8 TENTATIVE TRACT MAP NO. 38572 FOR CONDOMINIUM PURPOSES “ ” MH
MH
MH
MH
MH
MH
MH
MH MH

MH MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
SP
SP
MH
City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 2 OF 8 CONCEPTUAL GRADING MH
City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 3 OF 8 CONCEPTUAL GRADING SEE SHEET 6 SEE SHEET 6 SEE SHEET 4 SEE SHEET 4
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
SP
MH
City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 4 OF 8 CONCEPTUAL GRADING SEE SHEET 5 SEE SHEET 5 SEE SHEET 3 SEE SHEET 3
MH
MH
MH
MH
MH
MH MH
MH

MH MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 5 OF 8 CONCEPTUAL GRADING SEE SHEET 6 SEE SHEET 6SEE SHEET 4 SEE SHEET 4
City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 6 OF 8 CONCEPTUAL GRADING SEE SHEET 7 SEE SHEET 7
SEE SHEET 5 SEE SHEET 5SEE SHEET 3 SEE SHEET 3
City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 7 OF 8 CONCEPTUAL GRADING SEE SHEET 6 SEE SHEET 3 SEE SHEET 3SEE SHEET 6
MH
MH
MH
MH
MH
MH
MH
MH
MH MH
MH

MH MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
SP
SP
MH
City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 8 OF 8 CONCEPTUAL UTILITY PLAN NO

PARKING
NO

PARKING
NO
PARKING 140'-0" 140'-0" 233'-0" 140'-0" 140'-0" 253'-0" 465'-0"
324'-0" 260'-0" 258'-0"
480'-0"
339'-0"
300'-0"
936'-0"

ZERO CURB FACE ZERO CURB FACE

ZERO CURB FACE

ZERO CURB FACE ZERO CURB FACE

ZERO CURB FACE

ZERO CURB FACE T T
T
T

VISITOR

VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR

VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR
NO

PARKING
NO

PARKING NO

PARKING
NO

PARKING
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS

FUTURE VAN
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
NO

PARKING
ZERO
CURB
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS

FUTURE VAN
EVCS
FUTURE

EVCS NO

PARKING
ZERO
CURB
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS

FUTURE VAN
EVCS
NO

PARKING
ZERO
CURB
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS

FUTURE VAN

EVCS NO

PARKING
ZERO
CURB
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS

VISITOR

T FUTURE VAN
EVCS

FUTURE AMBULATORY

EVCS NO

PARKING
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
10'-0" 5'-0" 12'-0" 9'-0"
20'-0"
FUTURE
TYP

EVCS MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH

CA/ CP/EV

CA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EV

CA/ CP/EV

CA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EV CA/ CP/EV CA/ CP/EV

CA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EV CA/ CP/EV CA/ CP/EV CA/ CP/EV CA/ CP/EV CA/ CP/EV CA/ CP/EV

CA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EV

CA/ CP/EVCA/ CP/EV

CA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EV

CA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EV

CA/ CP/EV

CA/ CP/EV
CP/EV

CA/ CP/EV

CA/ VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR

VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR

VISITOR

XXXX GPM
@

XX PSI DIESEL DRIVEN

FIRE PUMP
CENTERLINE @
10'-0" A.F.F.

SUCTION DISCHARGE 250#
250#
250#250#
250#250#
250#
250#
300 GAL. NOM.

FUEL TANK DIESEL 270 GAL. USABLE 14
175#
175#
175#
77'-7"
106'-2"
128'-0"
161'-10"
151'-3"
30'-0"

SETBACK
30'-0"

SETBACK

SETBACK
30'-0" 89'-0" 20'-0" SETBACK 127'-8" 20'-0" SETBACK
140'-0"
10'-0" SETBACK
10'-0"

SETBACK
171'-2"
144'-5"
116'-8" Drawings, specifications and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. B A S T I E N A N D A S S O C I A T E S , I N C . A R C H I T E C T U R E A N D P L A N N I N G W e b A d d r e s s : w w w . B a s t i e n A r c h i t e c t s . c o m P h o n e : ( 7 1 4 ) 6 1 7 - 8 6 0 0 T U S T I N , C A L I F O R N I A 9 2 7 8 0 1 5 6 6 1 R E D H I L L A V E N U E , S U I T E 1 5 0 J u l y 3 1 , 2 0 2 0 A0.3 4 6 0 2 G r e e n R i v e r R D. C o r o n a , C a l i f o r n i a G R E E N R I V E R R A N C H B U S I N E S S P A R K N o r t h S c a l e : 1 " = 1 0 0 ' - 0 " 0 100 200 300 400 GENERAL COMMERCIAL 5.0 Acres
1D Contact: Mike C. Taing Telephone: 951 734 2130 Corona, CA 92881-3370 1880 Compton Ave. KWC ENGINEERS CIVIL: Contact: Michael Viscetto Telephone: 714 617 8600 Tustin, California 92780 15661 Red Hill Avenue, Suite 150 BASTIEN AND ASSOCIATES, INC. ARCHITECT: Contact: Eric Freeman Telephone: 714 680 0417 Fullerton, CA 92832 305 N. Harbor Blvd., Suite 222 EMERALD DESIGN LANDSCAPE: [email protected] [email protected] [email protected] Legal Description (Refer to Civil for additional information) Parcel 1: Portion of Rancho La Sierra Yorba. Recorded in book 637, page 432 of Deeds, Riverside County Records. Parcel 2: Portion of Rancho La Sierra Yorba. Recorded in book 637, page 432 of Deeds, Riverside County Records. Parcel 3: That portion of Tract "C" marked "A. B. No 5, in the County of Riverside, Recorded of the partition of Maria de Jesus Y De Scully Estates, filed Action No. 7939 of the Superior Court of The State of California. County of Riverside, Recorded in Book 637, page 432 of Deeds, Riverside County Records. 5 FREEWAY N o r t h Scope of Work
· Five New Concrete Tilt Industrial Buildings.· All new Drives Shall be Concrete Paving.· All new Walks Shall be Concrete with Medium Broom Finish.· Public Improvements as directed by City Staff.· All new Landscaping Per City Requirements. DEVELOPER / APPLICANT: Contact: Gary Edwards Telephone: 949 720 3788 Newport Beach, California 92660 500 Newport Center Drive, Suite 630 WESTERN REALCO, LLC [email protected] 91 FREEWAY 15 FREEWAY
71 FREEWAY
57 FREEWAY 60 FREEWAY 10 FREEWAY Site Plan Summary Gross Site Area (+/- 52.46 Acres) +/- 2,285,157 s.f. Net Development Pad Area (+/- 37.82 Acres) +/- 1,647,439 s.f. Total Building Area 746,330 s.f. Ground Floor 710,100 s.f. Total Mezzanine Total 36,230 s.f. Site Coverage (Based on Development Pad) 43.10% F.A.R. (Based on Development Pad) 45.30% Landscape Area +/- 582,833 s.f. Native Buffer / Fuel Mod Area +/- 604,665 s.f. BUILDING SUMMARY BUILDING 1 (Net pad area = 15.05 Acres) Building Area 296,900 s.f. Building Footprint 285,698 s.f. Mezzanine 11,202 s.f. (ESFR Pump House , (456 s.f.), not included in s.f.) BUILDING 2 (Net pad area = 6.49 Acres) Building Area 131,695 s.f. Building Footprint 125,588 s.f. Mezzanine 6,107 s.f. BUILDING 3 (Net pad area = 6.41 Acres) Building Area 130,980 s.f. Building Footprint 124,693 s.f. Mezzanine 6,287 s.f. BUILDING 4 (Net pad area = 5.23 Acres) Building Area 100,155 s.f. Building Footprint 93,868 s.f. Mezzanine 6,287 s.f. BUILDING 5 (Net pad area = 4.64 Acres) Building Area 86,600 s.f. Building Footprint 80,320 s.f. Mezzanine 6,280 s.f. PARKING SUMMARY BUILDING 1 (296,900 s.f.) Parking Provided 479 Stalls Parking Required 479 Stalls Office 30,000 s.f. 1/250 120 Stalls Manufacturing 92,000 s.f. 1/500 184 Stalls Warehouse 174,900 s.f. 1/1,000 175 Stalls Bldg. 1 Footprint 285,698 s.f. Parcel Numbers 101-180-014-8, 101-180-037-9, 101-180-038-0, 101-180-015-9 C O N C E P T U A L S I T E P L A N General Notes 1. Site Plan Shall Meet all Engineering and NPDES Requirements. 2. All Lighting Shall Conform with the Municipal Standards. 3. All Signage Shall Conform with the Municipal Standards. 4. All Hardscape Shown on Plan will be Installed as Concrete Paving. 5. All Parking Spaces are shown as Standard Size Stalls - No Compact Spaces are Anticipated. 6. All Mechanical Equipment and Screening Shall Conform with the Municipal Standards. 7. All Public Improvements Shall Conform with the Municipal Standards. 55 FREEWAY

TOLL ROAD
241 TOLL ROAD
261 30' Drive
30' Drive
30' Drive
30' Drive
30' Drive 40' Drive 30' Drive
28' Drive 28' Drive
28' Drive
44' Drive
65' Drive
28' Drive
35' Drive
35' Drive
28' Drive
28' Drive
35' Drive Project Directory Vicinity Map (N.T.S.) Planning Information (Refer to Civil for additional information) Municipal Code Zone: M-4 Industrial Park Zone Specific Plan: Green River Ranch Specific Plan SP00-001 Specific Plan Zone: MU (Mixed Use) Bldg. Setbacks: 30' On Green River Road 20' On the Dominguez Ranch Road 10' On the East property line 10' On the South property line Bldg. 2 Footprint 125,588 s.f. Bldg. 3 Footprint 124,693 s.f. Bldg. 4 Footprint 93,868 s.f. Bldg. 5 Footprint 80,320 s.f. 2B 1C
1B
1A 2A 3B3A 4A4B 5B5A
30' Drive BUILDING 2 Parking Required 197 Stalls Parking Provided 197 Stalls Office 12,000 s.f. 1/250 48 Stalls Manufacturing 29,000 s.f. 1/500 58 Stalls Warehouse 90,695 s.f. 1/1,000 91 Stalls (131,695 s.f.) BUILDING 3 Parking Required 223 Stalls Parking Provided 223 Stalls Office 12,000 s.f. 1/250 48 Stalls Manufacturing 56,000 s.f. 1/500 112 Stalls Warehouse 62,980 s.f. 1/1,000 63 Stalls (130,980 s.f.) BUILDING 4 Parking Required 178 Stalls Parking Provided 178 Stalls Office 12,000 s.f. 1/250 48 Stalls Manufacturing 41,000 s.f. 1/500 82 Stalls Warehouse 47,155 s.f. 1/1,000 48 Stalls (100,155 s.f.) BUILDING 5 Parking Required 163 Stalls Parking Provided 163 Stalls Office 12,000 s.f. 1/250 48 Stalls Manufacturing 40,000 s.f. 1/500 80 Stalls Warehouse 34,600 s.f. 1/1,000 35 Stalls (86,600 s.f.) Pump House DEBRIS/ FLOW-BY BASIN Existing Property Line Setback Line Potential Interior Wall Location Solid Dark Hatch Represents Landscape Area Diagonal Hatch Represents Painted Striping Fencing LegendSolid Light Hatch Represents On-Site Hardscape Dark Hatch Represents Enhanced Hardscape Solid Hatch Represents Hillside Revegetation DEBRIS/ FLOW-BY BASIN DEBRIS/ DETENTION BASIN DEBRIS/ FLOW-BY BASIN TUBULAR STEEL GATE FOR EMERGENCY ACCESS ONLY. 30'-0" MIN IRRIGATED LANDSCAPE ALONG SOUTH DRIVE SKYLINE HEIGHTS - REVISED TTM NO. 36544

IN THE CITY OF CORONA

VICINITY MAP
No.78472
CIVI L

STATE OF

CALIFORNIA REEINGNEL
NA

DERETISGER

ROFESSIO
P

BRANDON
M. BARNETT

PARKING
NO

PARKING

NO PARKING NO PARKING NO PARKING

NO PARKING NO PARKING

Appendix K
Hydraulically Deficient Pipe
Project Cut Sheets

HYDRAULICALLY DEFICIENT PIPES
Hydraulically Deficient Pipe Project Cut Sheets summarize the hydraulically deficient pipes in Table 9.9. The hydraulically deficient pipe dataset is provided electronically as a Shapefile.

Project Title Pipeline Upsizing – Green River Road (Project 725-1) Project # 725-1
Project Type Pipeline Upsizing
Impacted Pressure Zone(s) 725
Purpose Upsize pipe with existing system deficiency
Cost Opinion (2026) $974,000
Priority Level Low
Project Location Green River Road at Dominguez Ranch
Project Description
The purpose of this project is to address an existing hydraulic deficiency where industrial fire flow results in velocities exceeding the 12 feet per second criterion within the existing 10-inch water main. Under existing system conditions, the available fire flow is approximately 2,925 gallons per minute, which does not meet the required industrial fire flow.

Project Detail
The project includes the upsizing of roughly 290 linear feet of existing 10-inch steel pipe to 12-inch water main, or the construction of a 10-inch loop connection to the existing 16-inch water main in Green River Drive.

Project Map
Data Table

DIAMETER STREET NAME MATERIAL YEAR

INSTALLED
LENGTH
(LF) NEXGEN_ID
10 UNKNOWN SP 1990 288.5 WDWM10576

10”
10”
Ex 10” main to be
upsized to 12”
Alt. 10” loop
connection
Dominguez
Ranch PRS
Green River Rd Dominguez Ranch Rd
Project Title Pipeline Upsizing – Smith Avenue (Project 905-1) Project # 905-1
Project Type Pipeline Upsizing
Impacted Pressure Zone(s) 905
Purpose Upsize pipe with future system deficiency
Cost Opinion (2026) $717,000
Priority Level Low
Project Location Smith Ave between Sherman Ave and Border Ave connection to existing 24-inch water main
Project Description
The purpose of this project is to address a hydraulic deficiency where peak hour demand conditions at ulitimate buildout result in velocities exceeding the 5 feet per second criterion within the 12-inch water main.

Project Detail
The project includes the upsizing of roughly 622 linear feet of 12-inch asbestos cement pipe to 16-inch water main.

Project Map
Data Table

DIAMETER STREET NAME MATERIAL YEAR

INSTALLED
LENGTH
(LF) NEXGEN_ID
12 SMITH AVE AC 1969 32.5 WDWM4499
12 SMITH AVE AC 1969 69.2 WDWM4500
12 TENTH ST AC 1969 23.0 WDWM5053
12 TENTH ST AC 1969 305.9 WDWM8005
12 TENTH ST AC 1969 190.3 WDWM8006

Project Title Pipeline Upsizing – Radio Road (Project 905-2) Project # 905-2
Project Type Pipeline Upsizing
Impacted Pressure Zone(s) 905
Purpose Upsize pipe with future system deficiency
Cost Opinion (2026) $235,000
Priority Level Low
Project Location Radio Rd south of Quarry St
Project Description
The purpose of this project is to address a hydraulic deficiency where peak hour demand conditions at ultimate buildout result in velocities exceeding the 5 feet per second criterion within the existing 12-inch water main.

Project Detail
The project includes the upsizing of roughly 31 linear feet of 12-inch asbestos cement pipe and roughly 202 linear feet of 12-inch PVC pipe to 14-inch water main.

Project Map
Data Table

DIAMETER STREET NAME MATERIAL YEAR

INSTALLED
LENGTH
(LF) NEXGEN_ID
12 RADIO RD PVC 2004 201.4 WDWM1428
12 RADIO RD AC 2004 30.7 WDWM6654

WDWM6654
Project Title Pipeline Upsizing – E 6th Avenue (Project 905-3) Project # 905-3
Project Type Pipeline Upsizing
Impacted Pressure Zone(s) 905
Purpose Upsize pipe with future system deficiency
Cost Opinion (2026) $709,000
Priority Level Low
Project Location E 6th Ave between Radio Rd and Compton Ave Project Description
The purpose of this project is to address a hydraulic deficiency where peak hour demand conditions at ultimate buildout result in velocities exceeding the 5 feet per second criterion within the existing 12-inch water main.

Project Detail
The project includes the upsizing of roughly 1,052 linear feet of 12-inch PVC pipe to 14-inch water main.

Project Map
Data Table

DIAMETER STREET NAME MATERIAL YEAR

INSTALLED
LENGTH
(LF) NEXGEN_ID
12 E 6TH AVE PVC 1999 347.1 WDWM1348
12 E 6TH AVE PVC 1999 385.4 WDWM6744
12 E 6TH AVE PVC 1999 320.5 WDWM7179
Project Title Pipeline Upsizing – Alcoa Circle and Railroad Street (Project 905-4) Project # 905-4
Project Type Pipeline Upsizing
Impacted Pressure Zone(s) 905
Purpose Upsize pipe with existing and future system deficiency Cost Opinion (2026) $771,000
Priority Level Low
Project Location Alcoa Cir north of Railroad Street up to Alcoa PRS and Segment in Railroad St east of Alcoa Cir and
Project Description
The purpose of this project is to address hydraulic deficiencies where existing maximum day demand plus fire flow conditions result in velocities exceeding the 12 feet per second criterion, and where peak hour demand conditions at ultimate buildout result in velocities exceeding the 5 feet per second criterion within the existing 10- inch and 12-inch water mains serving the Alcoa Pressure Regulating Station (PRS) area. This project are identified as low priority, as service to the lower pressure zone may be supplemented by other stations to limit velocity.

Project Detail
The project includes the upsizing of roughly 1,025 linear feet of 10-inch CMLC pipe on Alcoa Cir and 21 linear feet of 12-inch steel pipe on Railroad St to 16-inch water main.

Project Map
Data Table

DIAMETER STREET NAME MATERIAL YEAR

INSTALLED
LENGTH
(LF) NEXGEN_ID
10 ALCOA CIR CMLC 1963 119.0 WDWM4606
10 ALCOA CIR CMLC 1963 179.8 WDWM4607
10 ALCOA CIR CMLC 1963 503.5 WDWM4608
10 ALCOA CIR CMLC 1963 151.3 WDWM4610
10 ALCOA CIR CMLC 1963 36.0 WDWM4609
10 ALCOA CIR CMLC 1963 35.6 WDWM4176
12 RAILROAD ST SP 1962 21.4 WDWM4175

Project Title Pipeline Upsizing – Alcoa Cir and Rincon St (Project 780-1) Project # 780-1
Project Type Pipeline Upsizing
Impacted Pressure Zone(s) 780
Purpose Upsize pipe with future system deficiency
Cost Opinion (2026) $890,000
Priority Level Low
Project Location Alcoa Cir north of Alcoa PRS to Rincon St and Segment in Railroad St east of Alcoa Cir and Segment in Rincon St west of Alcoa Cir Project Description
The purpose of this project is to address a hydraulic deficiency where peak hour demand conditions at ultimate buildout result in velocities exceeding the 5 feet per second criterion within the existing 10-inch water main.

Project Detail
The project includes the upsizing of roughly 1,094 linear feet of 10-inch CMLC pipe on Alcoa Cir and 14 linear feet of 12-inch ductile iron pipe on Rincon St to 16-inch water main.

Project Map
Data Table

DIAMETER STREET NAME MATERIAL YEAR
INSTALLED LENGTH (LF) NEXGEN_ID
10 ALCOA CIR CMLC 1963 29.1 WDWM4599
10 ALCOA CIR CMLC 1963 10.9 WDWM4600
10 ALCOA CIR CMLC 1963 991.6 WDWM7878
12 RINCON ST DIP 2011 14 (portion
of pipe only) WDWM7882
Project Title Pipeline Upsizing – Border Avenue (Project 1060-1) Project # 1060-1
Project Type Pipeline Upsizing
Impacted Pressure Zone(s) 1060
Purpose Upsize pipe with existing system deficiency
Cost Opinion (2026) $765,000
Priority Level Low
Project Location Border Avenue between Ontario Ave and Carolwood Dr Project Description
The purpose of this project is to address an existing hydraulic deficiency where peak hour demand conditions result in velocities exceeding the 5 feet per second criterion within the existing 14-inch water main Project Detail
The project includes the upsizing of roughly 994 linear feet of 14-inch steel pipe to 16-inch water main.

Project Map
Data Table

DIAMETER STREET NAME MATERIAL YEAR

INSTALLED
LENGTH
(LF) NEXGEN_ID
14 BORDER AVE SP 1965 908.7 WDWM2169
14 BORDER AVE SP 1965 51.4 WDWM2170

Border BPS
Project Title Pipeline Upsizing – Kroonen Drive (Project 1060-2) Project # 1060-2
Project Type Pipeline Upsizing
Impacted Pressure Zone(s) 1060
Purpose Upsize pipe with future system deficiency
Cost Opinion (2026) $357,000
Priority Level Low
Project Location Kroonen Dr between Newton Ln and Peeler St Project Description
The purpose of this project is to address a hydraulic deficiency where peak hour demand conditions at ultimate buildout result in velocities exceeding the 5 feet per second criterion within the existing 8-inch water main.

Project Detail
The project includes the upsizing of roughly 380 linear feet of 8-inch asbestos cement pipe to 10-inch water main.

Project Map
Data Table

DIAMETER STREET NAME MATERIAL YEAR

INSTALLED
LENGTH
(LF) NEXGEN_ID
8 KROONEN DR AC 1975 375.7 WDWM2267
Project Title Pipeline Upsizing – I-15 Crossing between Bedford Canyon Rd and Tuscany St (Project 1220-1)
Project # 1220-1
Project Type Pipeline Upsizing
Impacted Pressure Zone(s) 1220
Purpose Upsize pipe with future system deficiency
Cost Opinion (2026) $3,789,000
Priority Level Low
Project Location E 6th Ave between Radio Rd and Compton Ave Project Description
The purpose of this project is to address a hydraulic deficiency where peak hour demand conditions at ultimate buildout result in velocities exceeding the 5 feet per second criterion within the existing 12-inch water main. Due to the marginal exceedance of the velocity criteria and the complexity associated with a freeway crossing, this project is identified as low priority.

Project Detail
The project includes the upsizing of roughly 1,644 linear feet of 12-inch water main to 16-inch water main.

Project Map
Data Table

DIAMETER STREET NAME MATERIAL YEAR

INSTALLED
LENGTH
(LF) NEXGEN_ID
12 BEDFORD CANYON RD CMLC 1992 9.7 WDWM2398
12 BEDFORD CANYON RD CMLC 1992 103.3 WDWM7067
12 BEDFORD CANYON RD PVC 2000 30.8 WDWM7066
12 EASEMENT DIP 2001 209.6 WDWM7068
12 EASEMENT PVC 2005 361.3 WDWM7052
12 EASEMENT DIP 2001 396.1 WDWM6855
12 EASEMENT PVC 2005 533.4 WDWM8896

Project Title Pipeline Upsizing – Magnolia Ave and S Main Street (Project 1220-2) Project # 1220-2
Project Type Pipeline Upsizing
Impacted Pressure Zone(s) 1220
Purpose Upsize pipe with existing system deficiency
Cost Opinion (2026) $238,000
Priority Level Medium
Project Location 400’ south of Magnolia Ave and S Main Street Project Description
The purpose of this project is to address an existing hydraulic deficiency where industrial fire flow demands result in velocities exceeding the 12 feet per second criterion within the existing 6-inch water main. Under existing system conditions, the available fire flow is approximately 2,300 gallons per minute, which does not meet the required industrial fire flow demand.

Project Detail
This project includes the upsizing of roughly 380 linear feet of existing 6-inch asbestos cement pipe located approximately 400 feet south of Magnolia Avenue and South Main Street. Based on the existing system hydraulic model, an 8-inch water main would reduce fire flow velocities to below 12 fps. However, City Department of Water and Power (DWP) Design Policy (Nov. 2012) B.6 requires a 12-inch diameter for industrial projects where fire flows are greater than 1,500 gpm.

Project Map
Data Table

DIAMETER STREET NAME MATERIAL YEAR

INSTALLED
LENGTH
(LF) NEXGEN_ID
6 UNKNOWN AC 1979 45.0 WDWM2337
6 UNKNOWN AC 1979 333.3 WDWM2340

Ex 6” main to be
upsized to 12”
Project Title Pipeline Upsizing – Grandview Street (Project 1220-3) Project # 1220-3
Project Type Pipeline Upsizing
Impacted Pressure Zone(s) 1220
Purpose Upsize pipe with existing system deficiency
Cost Opinion (2026) $256,000
Priority Level Medium
Project Location Grandview St between Consul Ave and Diplomat Ave Project Description
The purpose of this project is to address an existing hydraulic deficiency where residential fire flow demands result in velocities exceeding the 12 feet per second criterion within the existing 6-inch water main. Under existing system conditions, the maximum available fire flow is approximately 1,050 gallons per minute, which does not meet the required residential fire flow.

Project Detail
The project includes the upsizing of roughly 380 linear feet of 6-inch asbestos cement pipe to 8-inch water main.

Project Map
Data Table

DIAMETER STREET NAME MATERIAL YEAR

INSTALLED
LENGTH
(LF) NEXGEN_ID
6 GRAND VIEW ST AC 1970 382.0 WDWM4922

8”
6”
6”
2” 2” 2” 2” 2” Grandview St
Consul Ave
Diplomat Ave
2”
Ex 6” main to be
upsized to 8”
WDWM4922
Project Title Pipeline Upsizing – Upper Dr (Project 1380-1) Project # 1380-1
Project Type Pipeline Upsizing
Impacted Pressure Zone(s) 1380
Purpose Upsize pipe with future system deficiency
Cost Opinion (2026) $722,000
Priority Level Medium
Project Location Upper Dr from Orange Crest St to Peregrin Dr Project Description
The purpose of this project is to address a hydraulic deficiency where peak hour demand conditions at ultimate buildout result in velocities exceeding the 5 feet per second criterion within the existing 16-inch water main.

Project Detail
The project includes the upsizing of roughly 938 linear feet of 16-inch CMLC pipe to 20-inch water main.

Project Map
Data Table

DIAMETER STREET NAME MATERIAL YEAR

INSTALLED
LENGTH
(LF) NEXGEN_ID
16 UPPER DR CMLC 1995 230.4 WDWM10058
16 UPPER DR CMLC 1998 196.8 WDWM10174
16 UPPER DR CMLC 1998 265.9 WDWM10175
16 UPPER DR CMLC 1998 244.85 WDWM10201

Appendix L
Size Deficient Pipes
and
Pipelines Beyond Typical Service Life

SIZE DEFICIENT PIPES
(Pipelines Under 4.0 inches in Diameter)
Figures and tables summarize size deficient pipelines under 4.0 inches in diameter. The complete size deficient pipeline dataset is provided electronically as a Shapefile.

WDWM9218
WDWM7393
WDWM4041
WDWM4416
WDWM5002
WDWM5068
WDWM4336
WDWM5067
WDWM4344
WDWM6645
WDWM4025
WDWM4905
WDWM3961
WDWM4301
WDWM4027
WDWM4015
WDWM4030
WDWM3981
WDWM6760
WDWM3979
WDWM4494
WDWM4580
WDWM4151
WDWM4322
WDWM4303
WDWM3896
WDWM10835
WDWM4425
WDWM4327
WDWM3886
WDWM4013
WDWM4138
WDWM4140
WDWM4582
WDWM4635
WDWM4514
WDWM3941

CALIFORNIA AVE

AUTO CENTER DR

RIVER RD

PROMENADE AVE

BUCHANAN ST

SECOND ST

COTA ST

EL CAMINO AVE

HIDDEN VALLEY PKWY

CIRCLE CITY DR
15 FWY

TAYLOR AVE

POMONA RD

KIRKWOOD DR

COLLETT AVE

GARRETSON AVE

RADIO RD

AUBURNDALE ST

HAMNER AVE

SERFAS CLUB DR

MONTOYA DR

SHERMAN AVE

NORCO HILLS RD

SAMPSON AVE

CORYDON ST

KELLOGG AVE

MAPLE ST

FIRST ST
JOY ST

MAGNOLIA AVE

BUENA VISTA AVE

EIGHTH ST
JOY ST

TENTH ST

BELLE AVE

MERRILL ST

BELLE AVE

CRESTA RD

OLIVE ST

CORYDON AVE

BORDER AVE

VICENTIA AVE

PARKRIDGE AVE

HARRISON ST

MCKINLEY ST

MANGULAR AVE
15 FWY

GREEN RIVER RD

THIRD ST

SIXTH ST

RAILROAD ST

RIDGELINE DR

SMITH AVE

PICO ST

RINCON ST

LINCOLN AVE

BLAINE ST

SANTANA WAY

CITRON ST

SIXTH ST

UPPER DR

MAIN ST

ONTARIO AVE

KELLOGG AVE
91 FWY

QUARRY ST

RIMPAU AVE

BUTTERFIELD DR

GRIFFIN WAY

FULLERTON AVE

FIRST ST

COMPTON AVE

EL SOBRANTE RD

STEVEN DR

INDIANA AVE

RINCON ST

INDIANA AVE
91 FWY MOUNTAIN AVE

MAGNOLIA AVE

PRADO RD

THIRD ST

PALISADES DR
91 FWY
15 FWY

LINCOLN ST

FIRST ST

HARLOW AVE
C
ALIC
O
CT

SILVER SPRINGS PL

SHETLAND CT

DODGE WAY

CLYDESDALE
CT

DIXIE LN

WIMBLEDON DR
D
U
MIT
R
U
WAY

IRONSIDES CIR

TRAIL ST

ENVOY AVE

HARVILL LN

CANYON CREST DR

SAN MATEO CIR

ASBURY CIR

ATWOOD CIR

EVENINGWIND DR

CORNERSTONE CIR

SECOND ST

WOLFSON CIR

MOUNT HUMPHRIES CIR

CRYSTAL RIDGE CIR

FIRST ST

SECOND ST

BENIDORM CIR
C
O

OL DI GE CIR

KNOX CIR

GARRETSON
AVE

RED ROCK WAY

WHITEWOOD CT

SANTA CLARA CIR

PACIFIC AVE

MONIF CIR

SAN JACINTO CIR

WILDLIFE RD

SKYRIDGE DR

CANTERBURY CIR

BELGIAN DR

COOLIDGE ST

EMERSON CIR

MAVERICK CIR

PRADO RD

EL TORO CIR

SANTA ROSA CIR

ZIRCON ST

TODD CIR

WELLINGTON CIR

SAN CLEMENTE CIR

WILDOAK WAY

CROSS RAIL LN

WARMBLOODWAY

PASO FINO PL

INDEPENDENCE CIR

SHIRE PL

SHADOW VALLEY DR

ARTHUR CIR
O
CELOT
CIR

CORONA AVE

ROOSEVELT CIR
YELLO
W
S
TO
NE CIR
HOBART
CIR
COLFAX
CIR

CHEETAH CIR

NIGHT HAWK CIR

SPRINGHILL CIR

PACIFIC RD

HONDO CIR

RIVERVIEW CIR

JONLIERE CIR

AMETHYST CIR

WOODHOLLOW CIR

RAINBOW FALLS CIR
QUIET
M
EADOW
CIR

MIRA VISTA CIR

SOMERSET CIR

SANTA ELENA CIR
LA
SALLE
C
RI

HEATHER CIR

YOSEMITE CIR
CO
RPO
RAT
E

TERRACE CIR

RADIO RD

MONROE CIR

HARNESS LN

SWEETWATER CIR

MYRTLE ST

PARKRIDGE AVE

MERGANSER CIR

CORONA CIR

INDEPENDENCE
CIR

VILLA MONTES CIR

LARAMIE CIR

CONESTOGA ST

CRESTMONT CIR

LOGAN CIR

COVINGTON CIR

CHATAM CIR

HUXLEY CIR

JEPSON CIR

LEUCADIA CIR

SINSONTE CIR

BAINBRIDGE
CIR

CAMINO DEL NINOS CT

PASEO TASCO CIR

ACAPULCO CIR

QUARTZ CIR

JEAN MARIE CIR

CAROLINA CIR

VIA PARAISO CIR

LA TREMOLINA CIR

CARLYE CIR

HILLSHIRE CIR

NOTRE DAME CIR

CORAL GABLES CIR

LENAI CIR

LAS MERCEDES
C
RI
TEMESC
AL CIR

PRESIDIO CIR

WARDLOW RD

PEBBLEHILL CIR

TRAILSIDE CIR

RAINTREE PL

TERRA CIR

DESERT WILLOW LN

MEADOWCRESTCIR

ALVARADO CIR

LADERA CIR

TAMPICO
CIR

RIVER ROCK RD

CALHOUN CIR
COSTA
BRAVA
CIR

VALLEYWOOD CIR

ATHERTON CIR

L NI DEN
CIR

PRINGLE CIR

RIDGECREST CIR
S
U
M

MITPOIN
TE
C
RI

MULEFAT CIR
SAG
ELEAF
CIR

BIG DIPPER CIR

EVENING STAR CIR

BULRUSH CIR

STARBRIGHT CIR

ELDERBERRY CIR

POINTE VISTA CIR

VIEW CIR

CHINOTTO CIR

LA VAUGHN CIR

ARCHER CIR

SALTBUSH CIR

CELESTIAL CIR

BOUQUET CIR

ORLEANS CIR

STONEY CREEK CIR

DONLUIS
CIR
VALLEY
VIEW
AVE

DOE SPRINGCIR

ALBRIDGE
DR

MOUNTAINSIDE CIR

BEECHNUT LN

SMOKEWOOD DR

GRANT AVE

CORONA AVE

EL SOBRANTE RD

MEYER CIR

RADIO RD

REED CIR

BURR ST

NORWICH WAY

MOUNT HUMPHRIES ST

THIRD ST

LORNA ST

SAVI DR

MAGDALENA CIR

RICHEY CIR

SAVI DR

BLUEJAY LN

SIERRA AVE

RICHEY CIR

MARTINA CIR

CASTELAR CT

MATHEWS PL

ARBOR GLEN CT

SHERIDAN ST

ORANGEGROVE CIR

THIRD ST

SAVI DR

PIRU CT

FALLBROOK DR

MEADOWOOD ST

ELM CIR

TREEHOUSE LN

SUNVALLEY LN

DORADO ST

REDHEAD LN

RAPIDSPRING ST

COUNTRY ROAD ESTATES

PIERCE ST

INN KEEPER LN

SAN RAFAEL DR

ELSA CT

WINDSTREAM ST

IVY CIR

REBECCA WAY

LIVE OAK PL

LIMELITE WAY

BIRCH CIR

ISABELLA WAY

NAPOLI CT

ROBLES PL

GREG WAY

DEL MAR WAY

FANNING CIR

BROADMOOR CT

OAK AVE

HARBOR ST

PEBBLE BEACH CT

MINTAGE LN

STONEYBROOK DR

CRESTVIEW DR

MAXWELL LN

HILLSIDE AVE

MCKINLEY ST

RICHEY CIR

FORUM WAY

VALLEY VIEW AVE

SAMAR CT

ELDERWOOD DR

GRANT ST
MILLC
REEK
PL

KERN ST

SILENT CIR

HOWARD ST

ENGELMANN DR

SAVI DR

FAN PALM DR

BYRON ST

SATIN BELL
D
R

BREEZEWOOD ST

TREEHOUSE LN

TANGERINE ST

BURNING TREE DR

MERRILL ST

PERSIMMON ST
SAVI
DR

CHERRY HILLS CT

SAINT ANDREWS CT
LA
TER
RA
ZA
CIR

ROSEGLEN WAY

INGRAM DR

WEXFORD CIR

NICE DR

STONE PINE LN

KALUS ST

SUNFLOWER CT

SERENE DR

SAVI DR
MALAGA
ST

SAVI DR

SNAPDRAGON CT

GREENHILL WAY

COYOTE DR

ALTURA CT

COUSINS CIR

NOAH CIR

MANCERO CIR

TAMARACK DR

ONYX CIR

SAN CARLOS CIR

MARSHALL LN

KINGSTON DR

FAIRVIEW DR

HIGHPOINTE DR

NEECE ST

BLOSSOMCREEK LN

SAN SEBASTIAN CIR

BLACKBURN
DR

BAYWOOD DR

MOUNTAIN AVE

HIGHPOINTE DR

NOLAN WAY

STATE ST

SEDLOCK DR

LA CRUZ CIR

GENTLE CIR

LAGUNA CIR
SA
N
RE
M
O
DR

CLEGHORN
DR

SAN ANTONIO PL

STETSON CIR

WILDWOOD PL

TABITHA WAY

SAVI DR

MELODY CIR

RALEIGH CIR

LAKESIDE PL

HARRINGTON ST

HOTSPRING ST

HIGHPOINTE DR
DAVIS
ST

GERRY CIR

LOMBARDY LN

DOE SPRING RD

GENOVA DR

WYNGATE CT

DAFFODIL ST

INN KEEPER LN

BELLE AVE

HAMLIN CIR

ARLINGTON WAY

SAGEHEN CT

SUN RAY CT

DIPLOMAT AVE

ELEVENTH ST

ATLANTIC DR

FAIRMONT DR

GRAPEVINE DR

FERNDALE CT

DAWN RIDGE DR

LOOKING GLASS CIR
M
C

NEIL CIR

BELGION PL

BURR ST

SUE CIR

MAYOR CT
BALDY
VIEW
CIR

MOON CREST DR

TOYON PL

SAVONA DR

GOLDENEAGLE DR

SHERIDAN CIR

HIDDEN COVE DR

STATE ST

MCDONALD LN

MERRILL CIR

CONTADORA ST

WILDERNESS CIR

NOTTINGHAM DR

RANCH VISTA RD

OAKMONT CT

SHINING STAR LN

BLUFF ST

PORTOLLA ST
E ST

MILES CIR

ALBION CT

LA PAZ CIR

MIRAFLORES DR

NIGUEL ST

PRIVET CT

PYRAMID CT

MOUNT PALMAS CIR

PLATT CIR
CA
R

DIFF ST

GREY BULL CIR

IRONWOOD PL

RAMONA AVE
RICHEY
ST
E
LKE
R
R
D

CALAVERAS WAY

BRIARWOOD ST

TEMESCAL ST

PROMENADE AVE

WHEELER CIR

REDTAIL D
R

CLAVEY CT

EATON ST

STETSON DR

COUNTRY ROSE CT

BUENA VISTA AVE
OSO DR

FRANCIS ST

APRICOT PL

EAGLESN
EST
DR
ENCINO
P
L

FUNSTON WAY

SAN ALVARADO CIR

GRIFFIN
WAY

CLAUDIA ST

CRESTVIEW ST

FRANCIS ST

VIEWPOINTE LN

SHERMAN AVE

TRENTON AVE

FIELDSTONE CIR

DYER WAY
CALICO
CIR

BELLA VISTA WAY

SUSANNE ST

PIKE DR

SUNGATE DR

WILLOWC
RE
E
K
DR
SAN

NICHOLAS
CT

VERAMAR
CT

BOLLERO RD

FRANCIS ST

SALVADORI CIR
IDA ST

PASEO AZUL WAY

TOMPKINS CIR

POCHARD CIR

CORAL CIR

MORGAN PL

RUGBY CT

STAGECOACH RD

VALLEY GLEN DR

HOLLYGLEN CIR

CAITLIN CIR

TRIADORST

MIRASOL LN

CEDARWOOD CIR

ARABIAN WAY

ROXANNE LN

ETHEREAL CT
DAY
STAR
CIR

ALLISS CT

CORONA POINTE CT

KENDRICK CIR

EVERGREEN LN

MAXINE CIR

PELICAN LN

SAN BAUTISTA DR

ALMERIA ST

ARSENAL WAY

FILBERT ST

SAN LORENZO LN

CONSUL AVE

DYLAN CIR

CORAL GABLES WAY

GRAYWOOD
CT

MILLHOUSE CT

PARKSIDE DR

BERWICK AVE

BUTTONWOOD CIR

ASHLAND PL

GODDARD WAY
G
R
A
CELA
N
D
WAY

REINDEER CT
IDA ST

OAKBURL CIR

WHITECLIFF WAY
CA
N
YO
N
VIEW
C
RI

VISTA REAL ST

ALLEN DR

VISTA DEL CERRO DR

AUTUMN WALK DR

PRIMROSE LN

SOLANO ST

PUESTA DEL SOL CT

SUNSET LN

HOLIDAY CT

MONTEREY RD

LAHAINA CT

CADIZ ST

CRESTA RD

ORANGE HEIGHTS LN

GOLDEN TREE CT

GILBERT AVE

SHENANDOAH
RD

SENA ST

HAMPTON CIR
VISTA
D
E
L
CER
RO
D
R

ELMCREST DR

BERKLEY CIR

TEMESCAL ST
SAN
ALMADA
RD

OUTPOST DR

FAIRMONT DR

HENDRICKS CIR

TANGELO WAY

VISTA COLINA CIR

BAUER CT

AZTEC LN

CEDAR GLEN DR

MOUNT ELENA CIR

BAYFIELD DR

MATARO LN

WILDFLOWERCT

ELYSIA ST

GARDEN CIR

CAMDEN LN

WILLARD WAY

ROWENA DR
G
A
RLA
N
D
WAY

CLAYVILLE WAY

ARBORWOOD CIR

PRINCELAND CT

JUNE BUG CT

MISTY MOUNTAIN DR

ALSACE CIR

BLUEBLOSSOM CT

NANNERS WAY

JACARANDA ST

NEWHALL DR
CIM
A
R
RO
N
PL

ARABIAN PL

MARGARITA DR

OLEANDER CIR

LYNFORD WAY

IRON BARK RD

TAROCCO DR

DIAMOND VIEW CIR

HARLEY LN

FORD ST

RANCH VISTA RD

JANUARY CT

STAR CREST LN

CANNES DR

VISTA DELCER
R
O
D
R
HIDDEN
OAK
DR

NIMROD CIR

COUNTRY ROSE LN

JEFFERSON CIR

ROSEMARY CIR

LINDSEY
LN

HIBISCUS ST

MESA ALTA CIR

HILGARD ST

DARTMOUTH ST

DANA ST

MOUNT NIGUEL CIR
SUGAR
LN

HUDSON AVE

FREEPORT DR

REMINGTON ST

TRADEWIND PL

JUNEBERRY CIR

ROBIN CT

FORESTER DR

PLUMWOOD
CIR

ROSAS CT

NORTHSTAR CIR

LAS COLINAS CIR

PINCHOT WAY

SOLAR CIR

VIEWCREST CT

RIDGECREST DR

PALOS VERDE CIR

GOLDENBUSH DR

METRO PL

FERNWOOD CIR

KEVIN CIR

BRIDLEWOOD CIR

COMBS WAY

EVENING STAR LN

MESA DR

BIRMINGHAM DR

HARVARD CIR

CORFU WAY
L
E
ROY
D
R

TURNBERRY LN

JASMINE CIR

TOUCAN DR

BARCELONA ST

LA COSTA DR

FALCONCREST DR

FLORENCE ST

HIDDEN HILLS WAY

FUCHSIA ST

RIDGEWOOD DR

TANFORD LN

DILL CIR

MIRA MONTE ST

HACKNEY PL
E
M
E
RA
L
D ST

VIA COMO CT

HEAVENLY WAY

CANYON CIR

HARDING RD

GILMORE DR
NOTRE
DAME
WAY

LAURELWOOD CIR

MANITOBA CIR

LULLABY LN

WATERFALL LN

SILKWOOD DR

OLIVIAMAE CIR

FAN BAY PL

LAUREL LEAF PL

REDWING CIR

JACKFROST CT

MONARCH DR

WESTERN AVE
SUMMIT
DR

RICHEY ST

QUIVERO CIR

WILLOWSPRING LN

FALCON CIR

BISHOP WAY

BAYBERRY DR

STARDUST CIR

MAYFLOWER CT

MOYANO ST

KILWORTH DR

PEACOCK LN

VIA ALBA CT

APRIL DR

SARAH CT

PEPPER TREE LN

CAMINO SAN BENITO DR

BASSWOOD ST

TULARE DR

JOSHUA VILLA LN

WINFIELD
C
RI

HIDDEN CREEK ST

PIMPERNEL DR

PIAFFE PL

PURDUE CIR
EU
REKA
ST

ALLEGRE CIR

KAREN LN

WOODCREST
C
T

MASON PL

BLUEBIRD LN

GREG WAY

PORTSMITH RD
RAWLEY
ST

LINCOLN ST

LA ENTRADA AVE

RIMROCK CIR

DEBORA RAE DR

ATALLAH DR

KEYWEST DR

PORCH ST
R
AINBR
O
O
K
WAY

SHERIDAN ST

DECEMBER CT
LA
TER
R
A
Z
A
CIR

MOUNTAIN SHADOWS DR

CHEYENNE RD

BERYL LN

QUEENSDALE CIR

ORCHARD CREST LN

VIA CORAZON DR

COLDWATER CT

LA TIERRA ST

TANGLEWOOD DR

MELROSE DR

SPRINGHILL DR

CARMEL CIR

PARK CIR

CURRY CT

SUN CANYON ST

MONTEZUMA DR

GREER DR

SAN RAMON DR

TESORO WAY

SAN SIMEON DR

FLAMINGO DR

BEAR RD

MATTERHORN DR

OLINDA ST

COOPERS AVE

FENNEL DR

TYGAR WAY
REXFO
R
D
WAY

BEGLEY CIR

VIA PARAISO WAY

HAWTHORNE
DR

SUMAC PL

SPRING MEADOW DR

DEERCREEK DR

ROXBURY
DR

ROAN CT

COUNTRY CLUB LN

KROONEN DR

PLACID DR

PAJERO DR

APPLE BLOSSOM LN

CHAMPLAIN DR

MAHOGANY ST

BOWDOIN ST

TOULON DR

WEATHERWOODRD

POPPY ST

PATRICIA PL

SAN MARCOS LN

WINDSONG ST

RICHEYCIR

LUCAS PL

DOGWOOD CIR
PALO
CEDRO
DR

RAMSGATE DR

DEERFIELD
CIR

NOBLE WAY

HOMBRE RD

NOVEMBER
DR

SOMERDALE ST

CANTERBURY ST

GAGNON CIR

MOON BEAM LN

SWITCHBACK LN

PADRE WAY

VIXEN TRAIL CIR

SHAFFER ST

GINGER LN

SUNDANCE AVE

RADCLIFFE DR

SUMMIT VIEW CT

EATON ST

VONITA CIR
SILVE
R
OAK
D
R

CLIFFSHIRE AVE

KENTFIELD WAY

TEMESCAL AVE

WOODSIDE CT

PATRICK CT

APPLEGATE CIR

DUBRINA WAY

CATTAIL DR

BIRCHLEAF DR

BRIANNA WAY

LULLABY LN

BRIARVALE ST

WINDPINE DR

HANNUM DR

ELLINGTON DR
YASMEN
T
S
T

CHEROKEE PL

ROYAL OAKS CIR

MOUNT SERENATA CIR

JADESTONE LN

FAITH ST

LAFAYETTE CIR

CREEKWOOD CT

FOXTAIL DR

MOSS CREEK CIR

TAFT LN

MARINER CIR

LORI CT

WYATT PL

BOLTON ST

BOON PL

CANYON VIEW LN

SMERBER RD

CLASSICO WAY

SANDIA ST

PINECONE DR

TREELINE DR
W
E
L
L
E
S
L
EY
DR

BROCKTON DR

LA VENTANA CIR

CANYON CREST DR

PENROSE DR

WESTPARK LN

HARVEST CIR

BOULDER DR

CHASE DR

MOUNT TESORO CIR

SAVONA DR

VIA CIELO DR

ALASTAIR CIR

BEVERLY RD

WISTERIA WAY

THISTLEWOOD LN

LAGUNA DR

TORREYANNA CIR

BOSTON DR

ALPS RD

FOREST OAKS DR
FO
U
R
KIN
G
S
ST

THOROUGHBRED LN

WHISPERING WIND LN

SEVENTH ST

FOUR SEASONS RD

FLORA SPIEGEL WAY

SANT CROIS LN

STAN GRUBE DR
R
O
C

HELLE LN

ROYAL CIR

GARETH CIR

CURRY CIR

JUST RIGHT WAY

HALEY TALBERT
DR

EQUESTRIAN LN

BUSH CIR

EL PASO DR

LANCASTER LN

REDBERRY LN

FALLENLEAF DR

SURREY CIR

KIM WAY

NEW HAMPSHIRE DR

ELLESMERE DR

FOUR SEASONS RD

CARLENE CIR

PECAN CIR

ALMOND DR

BRIDGEWOOD CIR

AUGUST CIR

CURTIS DR

CULLUMBER DR

CLOVER LN

ALLEGRE DR

LEYENDA DR

VISTA DEL MONTE WAY

WINTERGREEN LN

OCTOBER CT

LA VISTA AVE

RIDING RING RD

GREENFIELD DR

CORBETT
ST

PENNY ROYAL DR

HUNTFIELD ST

GLICKMAN CT

LAS LUNITAS LN

COLLETT AVE

SAPPHIRE LN

DEVONSHIRE
DR

BENNINGTON CIR

JOHNSON
CIR

NEW ENGLAND DR

SILVERCREEK RD

MADISON LN

DALE CIR

VIEWTOP CIR

BIGHORN DR

ATHLONE CIR

COLONIAL DR

MANZANITA RD

QUEBEC AVE

FEATHER RIVER RD
KEYST
O
NE CIR

WINDSTREAM ST

GROVE AVE

SABINA PEAK CIR

GALISTEO
ST

CAJON DR

SAN FERNANDO DR
SAN

CLEMENTE
LN

ROCA CIR

SIENNA LN

INDIGO HILLS DR

OTHELLO LN

TEAKWOOD PL

PASTORAL CT

SUNCREST DR
C
A
S
A
N
D
RA
LN

HERON DR

WINDSOR CIR

WELLER WAY

SAINT JAMES DR

CRESTVIEW ST

TREEMONT PL
HIG
H
LA
N
D
VIEW
DR

JUNE DR

MORAB WAY

CHISHOLM TRAIL CIR

WILLITS DR

RIVERHILL PL

NIGHT SHADOW LN

SKORHEIM WAY

HEADWATER RD

PATHFINDER WAY

DAWES LN
RED
DAWN

VIEW CIR

MARIGOLD CIR

NEWFIELD CIR

LA DOCENA LN
OXFO
R
D
DR

PENELOPE LN

RIVERWOOD WAY

KIPS KORNER RD

KIMBERLY WAY

DENISE WAY

RIVERBEND CIR
C
REST
RIDG
E
D
R

MARYSA KATHRIN ST

RUSSELL DR

OXFORD CIR

DOMINGUEZ RANCH RD

DANA ST

PLAYA BLANCA CIR

COVENTRY CIR

FARGO CIR

TWILIGHT
CIR

WHISPERING TREE LN

BRIDLECREST RD

TWINLEAF LN

BRONWYN DR

MADERA CIR
WEM

BLEY LN

VIVIAN CIR

STAR CANYON CIR

EAGLE CIR
B

RITTANY
D
R

WINSTON WAY

HIGHRIDGE DR

BROOKWOOD DR

ASHLAND CIR

YUCCA DR

WINTHROP DR

SCARBOROUGH CIR

RICHEY CIR

SILKTREE PL

DREAMSICLE WAY
RUTLAN
D
DR

MINNESOTA RD

PELE WAY

SAN ANTONIO DR

WALDORF DR

DOVE CIR

INDIAN HORSE DR

HIGINBOTHAM WAY

HERITAGE DR

BARBRE CIR
LA
PALMA
CIR

POLARIS
DR

MONTICELLO DR

OLDENBURG LN

SAINT EDWARDS CIR

VENTURA AVE
ASH ST

NABIL CIR

OVERLAND LN

PALOS VERDE DR

JOCELYN SHELBY WAY

WILKE DR

PRESIDIO LN

HIGHCLIFF CIR

QUAIL CIR

GROVEWOOD DR

CABALLEROS RD

STEEPLECHASE WAY

EBBCREEK ST

ATLANTIC CIR

ASTORIA ST

SUGARBERRY LN
C

OLDSPRIN
GS L
N

TETON DR

PINYON CIR

LAKEVIEW DR

EARL ST

GALATEA WAY

MULBERRY LN
JU
DITH
CIR
M
E
RRY
HILL
DR

PINNACLE CIR

LENITA CIR

VICENTIA AVE

QUINCE ST
VALO
R
CIR

WESTERN AVE

VIEWTOP LN

WILD TURKEY CIR

ALLEGHENY ST

IRIS CIR

BURNETT CIR

TAFT CIR

CORIANDER CIR

MARY CLARE ST

WINDWOOD DR

SAN JACINTO DR

PEARL ST

VICTORIA AVE

VALLEYWOOD ST

BILTMORE DR

DOWNING CT

LEAH NAOMI DR

KENNEDY DR
E
ST
RA
DO
D
R

TUFTS CIR

NIGHTWIND CIR

BRIDGEWOOD ST

COTTONWOOD ST

VICENTIA AVE

WINDSTORM WAY

COLBY CIR

SOUTH CLIFF CT

SINGING WOOD DR

FRAMINGHAM LN

GILMORE DR

SKYLINE
DR

SECOND ST

COURBETTE DR

LACEY OAK DR

HOWARD ST

COLBERN DR

SUNVALLEY LN

LAS COLINAS CIR

WRIGHTWOOD RD

BRADFORD CIR

MAGDALENA CIR

SALEM DR

DE ANZA CIR

COX WAY

DALGETY ST

TERRA DR

ASTONVILLA WAY

CHESTNUT CIR

MOUNTAIN
GATE
DR

AMARGOSA WAY
STEVEN
D
R

BOX CANYON
RD

GLENBUSH CIR

MADAGASCAR DR

PARKRIDGE AVE

REGENT CIR

OLD MILL RD

SADDLEBACK DR

MIRAGE WAY

EAGLEROCK DR

MOUNTAINSIDE DR

GREENBRIAR DR

TRUDY WAY

ROSEBUD CIR

ROSEWOOD PL

CARTER LN

MILLER CIR

HANNOVER ST

PAMELA ST

HEDGES DR

MAPLELEAF DR

HAWK CIR

COACHMAN LN

HERMOSA DR
JONAH
DR

RAPHAEL DR

HEADSTALL CT

CRESTVIEW ST

TUMBLEWEED
CIR

BROOKDALE DR

WAGON TRAIN ST

PALOMAR DR

YARDLEY WAY

DOHERTY ST

ROCK RIDGE CT

FERNLEAF LN

TOPAZ ST

SAW MILL RD

MEADOWVIEW DR

ANDREW LN

BUTTERNUT LN

CAMELOT DR

MARIE ST
EA
S
T
FO
RK
RD

LAUREN MARCELLA DR

PICASSO CIR

WINDWOOD DR

VICENTIA AVE

GAMBEL DR

HANNUM CIR

AMHERST ST

PETUNIA WAY

BELLE AVE

YALE CIR

PAMELA ST

CONESTOGA
ST

CHASE DR

SWEET RAIN CIR
PAT
RIOT
WAY

YORKSHIRE WAY

CAPISTRANO ST

MARIE ST

BARLEY LN

STEPHANIE DR

SUNVALLEY LN

DOVER CIR
VIA

LA BRISA LN

PAMELA ST

AZALEA CIR

BIG DIPPER DR

ORLEANS WAY

CANYON CREST CIR

ROSE CIR

LINCOLN AVE

MERCED CT

HOLLY CIR
WE
LLES
LEY
D
R

JUNE CT
SAINT
H
ELENA
D
R

STEEPLE CHASE CIR

LA TREMOLINA LN

PEARWOOD LN

ANDALUZ WAY

KINGSDALE DR
CORN
ELL
CIR

NORTHMOOR DR

LOCUST ST

STARGATE CIR

STONEWALL DR

MONDALE ST

VIA RYAN DR

POPLAR LN
R
AY
M
O
R
AVE

NINA LN

GLOUCESTER LN

VIXEN TRAIL ST

CEDAR ST

ASPEN ST

MORNING STAR DR

CORNERSTONE WAY

EVERTON DR

ELLIOT DR

ARDEN CIR

BIRCH ST

SWEET RAIN WAY

RESERVOIR DR

GINGER CIR

CINDY CT

ORANGE HILL DR

BERKSHIRE
CIR

CATHERINE CIR

CHEROKEE RD

LAGUNA DR

BARTH ST

CRESTVIEW ST

SPRING CREEK WAY

MONTEREY PENINSULA DR

SWAN LN

MERGANSER DR

HUERTA WAY

KENDALL ST

NEWHALL DR

SHAQUILE ST

SAFFRON CIR

POTOMAC DR

SHAMROCK ST

CHALGROVE DR

MOUNTAIN AVE

MISTY RIDGE LN

COVENTRY ST

MOUNT KILIMANJARO CIR

CELERY LN

DOUGLAS WAY

SUMMER GLEN
DR

BIG SPRING CT

FREEDOM DR

ELGIN WAY

PLUM ST
E
ST
RA
D
O
C
RI

ROOSEVELT ST

MIRA VISTA WAY

MANDARIN DR

CANDLEWOOD ST

BURRERO WAY

DARTMOUTH CIR

PUEBLO RD

LILAC ST

BROWNING CIR
DAKIN
DR

LANCASTER
CIR
C

RESTLIN
E
D
R

EXETER WAY

MEADOWVIEW CT

SUNKIST CIR

SNOWDRIFT DR

GARDEN GROVE AVE

HYDE PARK CT

WINSLOW PL

ROLLING HILLS DR

HEMLOCK CIR

ELMVIEW DR

TAYLOR AVE

OLIVEWOOD
CIR

PEACEFUL DR

COTTONWOOD CIR

COTTAGE DR

SUNDANCE LN

CRANBERRY LN

GRANADA AVE

BEAR PASS DR

DOVE ST

VERANDA LN

SOMERDALE ST

MARCH WAY

ROSSER DR

BERRYWOOD CT

MERIDIAN
LN

WAVERLY AVE

LAKEPORT LN

SHELLEY CIR

JOHNSON
LN

PERA ST

JOSHUA TREE LN

DAISY CIR

HARLOW AVE

NEWCASTLE WAY

ALSACE DR

CORAL ST

RUNNING SPRINGS CT
FIR ST

SANDSTONE LN

SAN JUAN ST

ANDES WAY

AVOCADO ST

WAGONER LN

FEATHER PEAK DR

SINAI CIR

MARIE ST

SHOOTING STAR LN

DEAVER DR

AZURE LN

STAMFORD CT

TUNDAR LN

ANDALUSIAN DR

DRESSAGE LN

MERRILL ST

MOUNT CANTARA CIR

LEMON ST

MEADOWLARK CIR

DOGWOOD DR

DANA CIR

BEGLEY DR

OAKLAND WAY

MIRA VISTA CT

BELVEDERE CIR

LIME ST

SERENE DR

JENNY WAY

MAYWOOD CIR

ORANGE ST

MAMMOTH LN

CARLENE
ST

CUMBERLAND ST

TAYLOR ST

PEONY ST

HIGH KNOLL CIR

ACACIA ST

LOCKWOOD CIR
ELM ST

BARKER LN

TIVERTON WAY

ASHLAND PL

EUCALYPTUS AVE

GOLDEN GATE CIR

WILLIAM ST

MOUNT THOMPSON CIR

HOMESTEAD RD

WINSTON CIR

CHICAGO ST

EXETER AVE

SHADOWGLEN WAY

DEL NORTE DR

FAIROAKS LN

JEAN MARIE ST

ADIRONDACK DR

STRAWCROSS
LN

FIRETHORNE PL

LARK LN

CARLYE DR

AMBER CIR

BATEMAN CIR

SLOAN DR

BIG SUR ST

JORDAN CT

BARBRE LN

YUBA CIR

CHAMISE CIR

MOONRIDGE CIR

SHADOW GROVE CT

MOUNT VERNON WAY

BUSINESS CENTER DR
B
RU
N
STA
N
E LN

JUNIPER DR

BEGONIA WAY

CESSNA CIR

ALPINEMIST ST
CO
N
EJO
ST

ASHFORD CIR

PECOS ST

BRIARHAVEN
LN

SAN BENITO LN

HONEYSUCKLE
CIR

COYOTE CIR

WIGEON DR

WAKEFIELD AVE

MEADOW LN

CHATEAUX WAY

HAYES CIR

VAQUERO WAY

CENTENNIAL CIR

CAROLWOOD DR

CEDAR GLEN CIR

VERDUGO DR

WRANGLER CIR

JOHNNY CASH DR

HARRIS ST

RAQUEL RD

QUAIL RIDGE DR

DAHLIA CIR

PANTHER DR

ADONIS PL

JILLIAN CIR

WASHBURN CIR

NETTLE CT

BRENTWOOD DR

MOUNTAIN VISTA DR

STONEWOOD CIR

GREENPOINT DR

PINE CREST DR

WINDY RIDGE DR

PARSLEY LN

THOROUGHBRED PL

FOURTH ST

WILSON CIR

CINNAMON
LN

COPLEN CIR

CHAMISE ST
TORREY
DR

DEADWOOD DR

IMPERIA DR

QUEENSDALE AVE
M
AC
BET
H
AVE

CHICORY AVE

SQUIRE PL

SKYLARK CIR

LONESOME DOVE
CT

PERIDOT DR

MISSION RD

BOUGANVILLEA CIR
SAN

PONTE RD

NUTWOOD CIR

CASCADE DR

AQUITANE ST

RURAL LN

BELLWOOD CIR

SPRUCE ST

MIRA VALLE ST

CAMELLIA CT

BERN DR

FOURTH ST

WREN AVE

MANDEVILLA WAY

WIGEON DR

DORCHESTER CIR

JENNA CIR

ATHLONE LN

PICADILLY WAY

COLLETT AVE

LA CIMA RD

SIERRA BELLA DR

AMETHYST ST

BINGHAM DR

BRIM ST

RIDGECREST AVE

LAVENDAR WAY

SANT CERE PL

SALDINA CIR

SILVERWOOD CIR

SOUTH PEAK CT

GREENVIEW
AVE

SCHOOL ST

SUNDOWN
LN

FOUR WHEEL DR

MESQUITE LN

SANDALWOOD PL

COTTONWOOD CT

SAGEWOOD LN

STARBRIGHT DR

ASCOT ST

APPIAN WAY

HILLRISE LN

STUART CIR

MONTEREY RD

HUNT CIR

SIERRA VISTA ST

LYNWOOD CIR

HILLSIDE ST

TEAL DR

CHAD ZELLER CIR

POPPY ST

CASITAS CIR

VANDER ST

STAYNER WAY

VISTA CT

CONSUMER CIR

BRAVO DR

MABEY CANYON
RD

ERNESTINE WAY

DEER HOLLOW DR

OLD TEMESCAL RD

WINDSTREAM ST

PIUTE CREEK DR

FILBERT ST

INDIANA AVE

TOULOUSE ST
GRAND
TETON
DR

BELVEDERE WAY
LO
N
D
O
N
WAY

BARNSLEY WAY

SEDONA LN

GLACIER CIR

CANDY DR

MCMACKIN DR

BILTMORE CIR

SANTA CRUZ ST

THORNWOOD WAY

TOLTON AVE
ELM DR

SANTA ANITA ST

ELISE WAY

FOXTAIL WAY

MARICOPA ST

FORD ST
LA
C
U
M
B
RE CIR

CHILTERN WAY

ESTELLE ST

BELLE AVE

CANARY LN

CACTUS ST

OAKCREST CIR
SH
A
D
O
W

OAKS CIR

CABRILLO CIR

GINGERSNAP
DR

PALA MESA DR

DARBY ST
C
HEETA
H LN

GREENGATE ST

GRIFFIN CIR

BRUNSWICK CIR
GLEN
WO
O
D
CIR

HOLLYLEAF WAY

BONSAI CIR

TRUMAN ST

GRANDVIEW ST

HOLLOWOOD CT

CAPE DR

SERRANO DR

MORNINGSIDE DR

BERRY WAY

TOUMEY LN

BROOKHAVEN CIR

ARGYLE CIR

LA CADENA LN

HACIENDA DR

ANDOVER ST

YELLOWPINE RIDGE CIR

NORFOLK ST

SHADYBROOK LN

RIPCHAK RD

HONEY GROVE WAY
M
A
NITO
U ST

MOORE CIR

MERIDIA
N
CIR

SIERRA MADRE WAY

SUTTER LN

VALLEJO DR

BANTON CIR
DIXON
WAY

CALVERT
ST

COCO PALM CT

HAMPSHIRE CIR
VESPER
CIR

FRONTAGE RD

BONANZA
C
RI

WOLFSON ST

SILVER OAK CIR

AIRPORT CIR

OLD TRAIL DR

HILLSBOROUGH WAY

PEMBROKE CIR

MARRIOTT CIR

MANCHESTER CIR

KINGFISHER CT

ADWICK ST

AMERICAN CIR

BROTHERTON ST

CORTEZ DR

JENKS CIR

SUNDANCE CIR

ALISO ST

LANGTREE LN

SIMON CIR

ARMSTRONGS DR

BUCKNELL WAY

BONNIE CIR

PALMETTO LN

WARDLOW CIR

HILLSIDE ST

MOONLIGHT
LN

SPRINGWOOD ST

COACHMAN CIR
WE
L
L
ES
L
EY
C
T

ATWOOD DR

GUNSMOKE RD

SPRINGBROOK ST

NINTH ST

WEBB CIR

GIANNI DR

MONTOYA
DR

MY HI WAY

ROCHESTER CIR

NINTH ST

ELEVENTH ST
MAYCT

CALHOUN ST

CABANA CT

BONNYVIEW
CIR
EX
P
LA
N
A
DA ST

SARATOGA CIR

KLUG CIR

DELILAH ST

SHAIN CIR

SANTA FE WAY

HILLTOP CIR

SHADOW CREST CIR
PEELER
ST

HEARST WAY

GREYSTONE LN

LATIGO CT

LAGOS LN

YARDLEY CIR

SUNRISE WAY

GLENHAVEN DR

BALSAM LN

DAVIDSON ST

FULLER ST

HIDDEN TRAILS DR

HIMALAYA DR

KRAEMER
DR

HARRIS ST

CRAWFORD ST

SEVENTH ST

FIFTH ST

BUCKBOARD LN

GARRETSON AVE

WAKEFIELD AVE

VICTORIA AVE

FIFTH ST

SEVENTH ST

HONEYWOOD
DR
S
U
G
A
R
P

NI E DR

WASHBURN AVE
B
O
DIE PL

CARAWAY CT

MICHAELS PL

STONERIDGE DR

COUNTRY MANOR DR

STONEHENGE CIR

HUSHABYE LN

GARGANEY DR

LULLABY LN
HALF
MOON
WAY

INDUSTRIAL
WAY

WASHBURN AVE

LONGHORN WAY

CHESTNUT DR

FLAMING
G
O
RG
E
R
D

REDRIVER WAY

DAVRIL CIR

HACIENDA DR

CONESTOGA
WAY

COOK ST

SUNSTREAMDR
GREEN
LEAF
CT

STONEHAVEN DR
T
U
RQ
U
OISE D
R

VINE AVE

COTA AVE

ORCHARD
CIR

MISTLETOE DR

BRENTWOOD CIR

KENDALL ST

WINTERPARK WAY

BELMONT CIR

LORRAINE DR

DALES DR

MISTY MEADOW CIR
BR
O
KEN
A
R
R
O
W
ST

CALL WAY
SHAN
DWICK
C
RI

HIDDEN HILLS CIR

QUARRY ST

EIGHTH ST

HERITAGE
CIR

TEHAMA CIR

SELKIRK DR

SANTANA WAY

HOLSTER ST

BRANNAN CIR

SPRING LN

ADOBE AVE
VALD
O
S
TA
C
RI

MOUNTAIN PASS DR
BIG
H
O
R
N
C
RI

GUNSMOKE RD

GENTLE DR

TETA DR

COOK CIR

CINDY CIR

SILVESTRE
CT

WOODWAY CT

HIALEAH CIR

TENTH ST

PAGE CIR

BELLVIEW CT

PARK LN

CHASE CIR

SAN VISCAYA CIR

CECILIA CIR

COWHIDE RD
B
RO
N
C
O
LN

WHEATON DR

BLACKSMITHWAY

HEARTHSIDE DR

L MI ER
CI K
LN

NANDINA CT
AMY DR

WINDMILL LN

PEACHWOOD CIR

DAVIS ST

JENNY CIR

WASHBURN AVE

RAGLE WAY

OAKWOOD CT

TUDOR CIR

MAGIA CIR

SANTA FIORA CIR

FOLSON CIR

CONESTOGA
CIR

JAYME JOY WAY

CANARY LN

RUSTLERS WAY

LATIGO LN

ARROYO AVE

SAMANTHA
CIR

PAPERBIRCH CIR

CAMINO CIR

SANTA ANITA RD

MOCKINGBIRD LN

CHRISTINA LN

FOUR WHEEL CT

DURAZNO ST

TREVOR LN

BRAMBLE LN

TALSHIRE LN

AMBER DR

KIWI CIR

GISE CIR

SHADY OAK DR

CAMBRIDGE
QS

CONIFER CIR

DANBURY CT

QUAIL HILL RD

LABRADOR CIR
BALDY
VIEW
CIR

BUCKEYE ST
P

NI NACLE

PEAK CT

STARGATE
DR

BRUIN DR

SPRINGFIELD CIR
OCHEE
CIR

RAYMOR AVE

ARTURO WAY

MOYANO CIR

WHISKEY CREEK CIR

COMMERCE ST

PAPAYA ST

SISKIYOULN

GLENDON CREEK CT
C
H
A
N
CE D
R

SPINDLETOP DR

CLEARVIEW CIR

INDEPENDENCE
WAY

MONTAGUE CIR
BAIRD
S
T

TUNDAR CIR

CAPRIOLE
RD

TOP O THE WALK DR

PANSY CIR

SILVERLEAF CIR

THREE BAR LN

MANGROVE CIR

EVEREST
WAY

GLENSPRINGS LN

BROTHERTON ST

BRECKENRIDGE CIR
TALBOT
CIR

POINTE VISTA CT

HIGHPOINTE DR

TOULOUSE CIR

MARYHELEN ST

PESCADERO CIR

QUARRY ST

AMHERST ST

WALKER LN

CARLY WAY

HILLCREST ST
SANDY

CREEK DR

HELICOPTER CIR

VIEW LN

BEATRICE DR

TAYLOR AVE

JENKS CIR

RADCLIFFE CIR

LOOKOUT POINT LN

FLEETWOOD WAY

FIRST ST

RIDGEMONT
WAY

MELBA CT

GLIDER CIR

FULHAM ST

CLINTON CIR

FAIRGLEN PL

BLOSSOM HILL DR

MOUNT WHITNEY CIR

ONTARIO AVE

MILLSTREAM LN

CHASE DR

MEANDERING LN

CARSONCITY WAY
M
A
N
G
ULA
R
AVE

CREEKSIDE LN

ESSEX ST

HAFLINGER RD

HIGH WATER WAY

LASSO LN

CARSON LN
B
U
TTER
N
U
T
S
T

ELIZABETH LN

SUNNIER CIR

SMOKETHORN ST

MONSERAT CT

ENTERPRISE CT

VALOR DR
D
O
D

GE CITY
P
L

BENTLEY DR

CHELSEA WAY

VIEWPOINTE CIR

BELRIDGE PL

GARRETSON CIR

HILLKIRK AVE

KPC PKWY

KNOLLWOOD
DR

MONICA CIR

SILVERFERN LN

CITATION CIR

HILLVIEW DR

DIANNE LN

ZINNIA ST

QUEENSPARK RD

GRANT AVE

LEAST BELLS CT
B
R
U
N
S
TA
NE CIR
VALLEY
D
R

BIRCHWOOD LN

MAGELLAN CIR

WILLOW DR

EVANSTON CIR

GOLDEN RIDGE DR

CARTWHEEL CIR

ALDERCREEK AVE

CASTLE ROCK CIR

MARIAH CIR

MARKET ST

SILVER SPRINGS LN

WATER WAY

ROUND UP RD

CLOVERLEAF CIR
M
O
CCASIN
T

RAIL CIR

CANDLELIGHT CIR

PROSPECT ST

MISSION PL

PONDEROSA CIR

AMARYLLIS WAY

CROWNSWORTH ST

FIFTH ST

ATHENS CIR

ROCCO CIR

HACIENDA DR

BLAZING ST

JENSEN ST

RAPHAEL CIR

SANTA BARBARA ST

SANTA INEZ ST

TRM CIR

BRIGHTON CIR

SISKIYOU CIR

HILLSIDE AVE

RURAL CIR

PHEASANT ST

LOCHNESS CIR

ENCORE WAY

WINSLOW DR

BLACKPINE DR
NORTH

POLE LN

CONSTITUTION DR

REMBRANDT CIR

RISING SUN RD

SONORA DR

PAMPAS CIR

DUPONT ST

TELLER ST

CYPRESS CT

OLD RANCH RD

GLEASON ST

LAMPTON LN
SHADE
TRE
E
WAY

WOODBROOK WAY

SEPTEMBER WAY

CEDARBROOK LN
PACER
DR

TROVITA DR

GOLDENROD ST

GATEHALL AVE

MANOR WAY

STRATFORD
D
R

SMOKETREE
DR

HYACINTH WAY

COBBLESTONE CIR

CAPTIVA CIR

CRESCENT GLEN CT

MERRYWOOD LN

BEL AIR ST

PRESCOTT CIR

CITATION DR

BIRDSONG LN

WOODCLIFF CIR

SECOND ST
S
HAN
NA
CA
RL
E
D
R
TILSON
CIR

CAPITAL ST

WILLIAMSBURG LN

RANCHO LN

RUSHMORE DR

DRY GULCH PL

MARINA RD

TEHAMA CIR

WATERLEAF WAY

MARVALE AVE

GOLDEN MEADOW DR

SCENIC CREST LN

AMBROSIOCIR

APPLEGATE DR

NAVARRO
DR

ORIOLE LN

WYNGATE DR
M

OJAVE VIEW
CIR

ESPERANZA DR
RIN
G
D
A
HL C
RI

PROPERTY
AVE

SUMMERSET ST

BALBOA DR

STALLION DR

SANTO THOMAS CIR

LOCKWOOD LN

RYAN LN

PORTOFINO CT

QUAIL COVE RD

ALEE CIR

DEVON RD

SANDPIPER LN

SAN MARINO CT

NORCREST ST
CAS
H
E
L
LN
ELM DR

HARVEST CREST LN

FIRST ST

SERFAS CLUB DR
HAN
COC
K
C
RI

COUNTESS DR

TULIP ST
A
M
B
RO
S
E
CIR

JILLIAN ASHLEY WAY

DAUGHERTY RD

CAMINO DEL PLATA CT

HIDEOUT
LN

CARMELITA AVE

ACORN LN

MARIGOLD WAY

BENEDICT CIR

LAS MERCEDES LN
SAN

GORGONIO
DR

APRIL SHOWER DR
LA
U

REL CANYON
CIR

FRANCISCA AVE

SHAWNEE DR
A
BIL
E
N
E
PL

SPENCER DR

LONESTAR DR

GREENVALE CIR

MONSTER WAY

LONE TREE ST

SUNBURST LN

WELSH DR

GREGORY CIR

GREENHILL WAY

NICHOLAS
PL

DOVERWOOD ST

MATISSE CIR

TOWERGROVE DR

LEESON LN

DEL MAR RD

ROCKING RM LN

ARMATA DR

GREENGATE ST

SAN DIEGO DR

AVONDALE DR

SAGE TREE LN

SUNNY HILLS DR
FALM
O
U
T
H
CT

SAMAR CT

HEARTLAND WAY

NAPLES DR

ALDER ST

HAWKCREST AVE

THREE BAR LN
D
EININ
G
E
R
C
RI

FRASER CIR
MARLIN
WAY

ANNETTE PL

GREY BULL LN

GOLDEN WEST LN

BLUFF ST
D
O
G
W
O
O
D
WAY

CRYSTAL RIDGE CIR
BLUE H
AVEN
CT

EMERSON DR

CARRIAGE LN

WINTER SUN WAY

CORRAL ST

CAMDEN CT

SYCAMORE ST

MONTECITO DR

SEQUOIA ST

WHITE HORSE LN

ELLIS ST

SETTING SUN
CIR
MORITA
DR

ARCADIA ST

DICKINSON LN

ACRE ST

WHITMAN WAY

BUCKTHORN WAY

BORON DR

ADAMS CIR

C L FLEMING CIR

RAVEN CIR

DRAKE ST
SAN

MIGUEL DR

REDWING DR
KAY DR
CANYON

VIEW PL

BABCOCK DR

CONCORD AVE

DORIS LN

SILVERHAWK DR
DRY
GULCH
RD

COMMERCE ST

NEATHERLY CIR

PINTO LN

SHIRLEY DR

WYNOLA CT

GRANT AVE

CALDERONE DR

GARFIELD AVE

GARFIELD AVE
LA
M
A
RILLO
CIR

BLOSSOM
TIME
CT

PETER CHRISTIAN CIR

CLUBHOUSE DR

CARBIDE DR

CROUSE DR

APPLEBY ST

BOTTLEBRUSH ST

GRAPHITE DR

PIENZA CIR

FERRINGTON DR

POSADA CT

COPPER RD

MUSTANG LN

BRAE BURN DR

MINARET ST

RANCHO RD
WALKIN
G
H
O

RSE RANCH
DR

BEL AIR ST

ALEXANDRA DR

APPALOOSA ST

BLAIR ST

PALERMO LN

DUXBURY CIR

TRANQUIL LN

QUAIL HILL RD

ARAPAHO ST

NEW YORK DR

KINGSGATE DR

CORPORATE TERRACE
ST

SECOND ST

SILVER SPUR WAY

LAREDO LN

TONTO BAR LN

MOUNTAIN GROVE LN

BRIARVALE ST

GARRETSON CIR

KENSINGTON DR

MOUNT PLEASANT WAY

STIRRUP
WAY

FIFTH ST

ROCK SPRINGS
AVE

AMBASSADOR AVE

WINDSONG
ST

DOWNS WAY

STEIN WAY
LA LO
M
A LN

TRADEMARK CIR

MARSANT AVE

POINSETTIA ST

WRAYMAR LN

COPPER RIDGE DR

NINTH ST

ALTA LOMA DR

BLUE CREST ST

SEVENTH ST

GERANIUM WAY

SUMMERPLACE CT

LINCRONA ST

CHESTNUT LN

PINE ST

VIOLET ST

HARLOW AVE

HEMINGWAY DR

WARDLOW RD

WOODVALE DR

THYME DR

RICKSON WAY

SUFFOLK ST

MISTY STREAM WAY

ESTHER DR
JULY
DR

MAYFAIR DR

ERICK DR

TRAILVIEW LN

DERBY ST

BOLLERO PL

PREAKNESS WAY

FRANCIS ST
DOVE
CT

VILLAFRANCA ST

FERNDALE DR

MARIPOSA DR

PLUMWOOD LN

ORANGEWOOD SQ

ASTORIA CIR

VERMONT DR

JOHN CIR

WINDHAVEN WAY

POPPYSEED LN

DYLAN DR

MELISSA CT

DONATELLO DR

KRESS CT

WYVAL AVE
WOO
D
LAWN
DR

ALTA LOMA DR

SYCAMORE LN

KENDRICK CT
O
PAL ST

CORDOZA
S
T

KENTUCKY LN

PAMELA ST
C
MI A
R
R
O
N LN

BUCKINGHAM WAY

THACKER DR

JOHN DR

OAKLAND HILLS DR

GREENRIDGE RD

CYPRESS POINT DR

CAREFREE WAY

AURORA LN

COTTONCREEK LN

VIEW LN

MERRILL ST

CONDOR CIR

ABERDEEN DR

REDWOOD ST

INDUSTRIAL AVE

ELEGANTE CT

WAGON WHEEL RD
VIA
BLAIRO
C
RI
PALM
AVE

ROCKROSE DR

SECOND ST

QUEENSLAND CIR

GRANITE ST

MABEY CANYON RD

ASPEN ST

MOODY ST

RUSTRIDGE PL

BONNIE LN

GOLDENVIEW DR

NOAH DR

REMBRANDT DR
FO
R
E
ST
VIEW
D
R

SKY RIDGE DR

DIAMOND VIEW ST

CORONADO DR

GLENGROVE SQ

THORNWOOD SQ

BUNDY WAY

CLEARING CIR

CLARK AVE

LYLE AVE

AUTUMN LN

FOXPLAIN RD

RIO RANCH RD

SUNBEAM LN

FRANCIS ST

JESSICA LN

LEXINGTON DR

AGNES ST

ORCHARD LN

COLONY DR
LASSEN
DR

MORGAN DR

CHANTEL DR

HUNTLEY DR

MONTEREY RD

IMPRESIVODR

SANTA PAULA ST

ALTA VISTA AVE

MISSION RD

WHITE OAK LN

NUTMEG DR

RUTH CIR
G
A
R
NET
ST

REDWOOD CT

REGINA WAY

REDONDO LN

RANCHO RD

OLD MILL RD

JAMES AVE

PANORAMIC DR

RIDGELIN
E
D
R

POINTE VISTA LN

CHERRYBARK LN
MORENO
AVE
OTT ST

FAIRBANKS ST

JENKS DR

AMERICAN RIVER RD
CEN
TEN

NIAL WAY

ELLIS ST

SKYLINE DR

ROCKCREST DR

VIA VIENTO LN

CORSICA DR

BRISTOL WAY

CROWN VIEW DR

OAKDALE ST

LYDIA LN

WILLOW DR

MARKET ST

MAJESTIC DR

COTA ST

RESERVOIR DR

TALLY HO LN

AQUINO CIR

BLAIR ST

QUARRY ST

ADRIENNE DR

CROSSRAIL LN
M
O
N
TA
G
UE D
R

SNOWBIRD LN

HILLSIDE LN
GAY ST

VICENTIA AVE

LEESON LN

HILLTOP LN

BLOOMFIELD LN

CHESAPEAKE WAY

LEWIS CT

WREN AVE

JASON CT
BAVA
RIA
D
R

PUBLIC SAFETY WAY

HIDEAWAY PL

ANSELMO DR

BENJAMIN DR
SAN

GABRIEL
WAY

FOXTROTTER
R
D

TEHACHAPI DR

BAGHDADY ST

DRIFTWOOD ST

PADDOCK LN

TIMBERLINE DR

ALCOA CIR

LAUREL BRANCH CT

KINGMAN DR

PEPPERWOOD LN

FRESNO RD

STARFIRE AVE

KINGSFORD DR

MOUNTAIN VIEW DR

PROVIDENCE WAY
N
EWTO
N
D
R
VISTA

LOMAS LN

RANCHO CORONA DR

RANIER ST

STERLING DR

FOOTHILL PKWY
MALLOY
CT

SAGE AVE
TUCSO
N
AVE

LUCY LN
CORONA
AVE

LANCER LN

CITROCADO RANCH ST
BIG

PINE LN

PINEHURST DR

LA CUMBRE ST

FEBRUARY DR

SKYVIEW LN

SUMMERWOOD CT
M
E
LLO
R
ST

CLEARING LN

BROOKHAVEN DR

ANTELOPE DR

ELMHURST ST

HAMILTON
D
R

STROH AVE

MISSION CT

PLEASANT VIEW AVE

HORATIO AVE

OAKRIDGE DR

WESTBROOK ST

REDROCK DR

ECHO HILL DR

RUDELL RD

LA QUINTA WAY

CHATTERTON LN

THIRD ST

HUMMINGBIRD
LN

KIPS KORNER RD

POMONA RINCON RD

CITRON ST

WILDERNESS DR

STONEBERRY LN

KELLEY AVE

LAS POSAS RD

BRANDYWINE LN

COUNTRY CLUB DR

BRAEMAR LN

HUCKLEBERRY DR

VANDERMOLEN DR DR

YORBA ST
LAUREL
CANYON
WAY

TABER ST

POMONA RD

RANCHO RD

FRIESIAN ST

OLYMPIC DR

ENCANTO ST

STILLWATER RD

MILLBROOK RD

OLD HICKORY RD

BRIDGEPORT RD

SHADY MILL RD

LONGVIEW DR

CLEARWATER DR

SONRISA
DR

TERMINO AVE

AQUAMARINE LN

RIVER RD

WYCLIFFE ST

MOUNTAIN
AVE

CHAD ZELLER LN

SANTA FIORA DR

AVIATION DR

HILLSIDE AVE

ALL AMERICAN WAY

RESEARCH DR

SHERBORN ST
City of Corona
´
Size Deficient Pipes
(pipelines under 4.0 inches in diameter)
4-inch diameter pipelines not included
Street Pavement Rehab Zone
Zone 1
Zone 2
Zone 3
Zone 4
Zone 5
Zone 6
Zone 7
Zone 8
Zone 9
Zone 10
Water Mains
Pipelines
Size Deficient Pipes (under 4.0 inches in diameter)
Background Reference
Parcels
City Boundary
within System Pressure Zone 905
System Pressure Zone
905
Size Deficient Pipes - 905 PZ
(Pipelines under 4.0 inches in diameter)*
*4-inch diameter pipelines not included
Zone
Ex.

Diameter
(in)
Ex.

Material
Ex.

MTRL
Prop.

Diameter
(in)
Street Name NEXGEN_ID Pavement
Rehab Zone
LOF COF COFxLOF Length
(ft)
Estimated
Construction
Opinion ($)
905 2 SP STL 8 8TH ST WDWM4041 8 8 1 8 10 $4,000
905 2 SP STL 8 8TH ST WDWM4883 8 8 1 8 8 $3,000
905 2 SP STL 8 ALLEY WDWM3964 8 8 2 16 235 $92,000
905 2 SP 8 BOLLERO PL 8 5 2 10 456 $178,000
905 2 SP STL 8 E GRAND BLVD WDWM4304 8 8 2 16 177 $69,000 905 2 SP STL 8 E ST WDWM4025 9 8 2 16 119 $46,000
905 2 SP STL 8 EASEMENT WDWM3878 8 8 1 8 20 $8,000
905 2 SP STL 8 EASEMENT WDWM3886 8 8 2 16 397 $155,000
905 2 SP STL 8 EASEMENT WDWM3896 8 8 2 16 379 $148,000
905 2 SP STL 8 EASEMENT WDWM3913 8 8 1 8 9 $4,000
905 2.5 SP STL 8 EASEMENT WDWM3941 8 8 4 32 1,219 $475,000 905 2 SP STL 8 EASEMENT WDWM4221 8 8 1 8 14 $5,000
905 2 SP STL 8 EASEMENT WDWM4303 8 8 2 16 377 $147,000
905 2 SP STL 8 EASEMENT WDWM4322 8 8 2 16 374 $146,000
905 2 SP STL 8 EASEMENT WDWM4325 8 8 4 32 768 $300,000
905 2 SP STL 8 EASEMENT WDWM4326 8 8 4 32 768 $300,000
905 2 SP STL 8 EASEMENT WDWM4327 8 8 2 16 395 $154,000
905 2 SP STL 8 EASEMENT WDWM4328 8 8 4 32 553 $216,000
905 2 SP STL 8 EASEMENT WDWM4334 8 8 2 16 383 $149,000
905 2 SP STL 8 EASEMENT WDWM4335 8 8 4 32 554 $216,000
905 2 SP STL 8 EASEMENT WDWM4336 8 8 1 8 21 $8,000
905 2 SP STL 8 EASEMENT WDWM4337 8 8 2 16 63 $25,000
905 3 SP STL 8 EASEMENT WDWM4338 8 8 2 16 117 $46,000
905 2 SP STL 8 EASEMENT WDWM4339 8 8 2 16 120 $47,000
905 3 SP STL 8 EASEMENT WDWM4340 8 8 2 16 349 $136,000
905 3 SP STL 8 EASEMENT WDWM4341 8 8 1 8 19 $7,000
905 3 SP STL 8 EASEMENT WDWM4342 8 8 1 8 6 $2,000
905 2 SP STL 8 EASEMENT WDWM4343 8 8 4 32 653 $255,000
905 2 SP STL 8 EASEMENT WDWM4344 8 8 1 8 30 $12,000
905 2 SP STL 8 EASEMENT WDWM4363 8 8 1 8 51 $20,000
905 2 SP STL 8 EASEMENT WDWM4425 8 8 2 16 383 $149,000
905 2 SP STL 8 EASEMENT WDWM4494 8 7 2 14 345 $135,000
905 2 SP STL 8 EASEMENT WDWM4514 8 8 4 32 563 $220,000
905 2 SP STL 8 EASEMENT WDWM4523 8 8 1 8 16 $6,000
905 2 SP STL 8 EASEMENT WDWM4635 8 8 4 32 557 $217,000
905 2 SP STL 8 EASEMENT WDWM4858 8 8 2 16 305 $119,000
905 2 PVC STL 8 EASEMENT WDWM5002 8 8 2 16 212 $83,000
905 2 SP STL 8 EASEMENT WDWM5012 8 8 2 16 203 $79,000
905 2 SP STL 8 EASEMENT WDWM5013 8 8 4 32 566 $221,000
905 2 SP STL 8 EASEMENT WDWM5067 8 8 1 8 24 $9,000
905 2 SP STL 8 EASEMENT WDWM5068 8 8 1 8 19 $7,000
905 2 SP STL 8 EASEMENT WDWM5095 8 8 1 8 10 $4,000
905 2 COP CU 8 EASEMENT WDWM6645 8 5 1 5 31 $12,000
905 2 SP STL 8 EASEMENT WDWM7158 8 8 2 16 169 $66,000
905 2 SP STL 8 EASEMENT WDWM7393 8 8 1 8 4 $2,000
905 2 SP STL 8 EASEMENT WDWM9218 8 8 4 32 675 $263,000
905 2 SP STL 8 EASEMENT WDWM9226 8 8 2 16 170 $66,000
905 2 SP STL 8 EASEMENT WDWM10568 8 8 2 16 170 $66,000
905 2 SP STL 8 EASEMENT WDWM10569 8 8 2 16 411 $160,000 905 2 SP STL 8 EASEMENT WDWM10695 8 8 2 16 394 $154,000 905 2 SP STL 8 EASEMENT WDWM10697 8 8 2 16 195 $76,000
905 2 SP STL 8 EASEMENT WDWM10835 8 8 2 16 378 $147,000 905 2 PVC STL 8 EASEMENT WDWM5002 8 8 1 8 18 $7,000
905 2 SP STL 8 EASEMENT WDWM9218 8 8 1 8 2 $1,000
905 2 SP STL 8 FORD ST WDWM4416 7 8 1 8 17 $7,000
905 2 SP STL 8 FORD ST WDWM4417 7 8 2 16 156 $61,000
905 2 SP STL 8 FOURTH ST WDWM4362 8 8 2 16 67 $26,000
905 2 COP CU 8 GRAND BLVD WDWM4905 8 8 2 16 125 $49,000 905 2 SP STL 8 MERRILL ST WDWM3963 8 8 2 16 59 $23,000
905 2 PVC STL 8 MERRILL ST WDWM3965 8 8 2 16 94 $37,000 905 2 SP STL 8 MERRILL ST WDWM4138 8 8 2 16 492 $192,000 905 2 PVC STL 8 MERRILL ST WDWM3965 8 8 1 8 1 $400
1 of 2
Size Deficient Pipes - 905 PZ
(Pipelines under 4.0 inches in diameter)*
*4-inch diameter pipelines not included
905 2 SP STL 8 QUARRY ST WDWM4301 8 8 2 16 252 $98,000
905 2 SP STL 8 SIXTH ST WDWM4007 9 8 1 8 20 $8,000
905 2 SP STL 8 SIXTH ST WDWM4580 9 8 2 16 350 $137,000
905 2 SP STL 8 SIXTH ST WDWM4582 9 8 4 32 553 $216,000
905 2 SP STL 8 SIXTH ST WDWM5833 9 6 1 6 19 $7,000
905 2 SP STL 8 SOFIA LN WDWM4030 9 8 2 16 304 $119,000
905 2 SP STL 8 UNKNOWN WDWM4151 4 8 2 16 359 $140,000
905 2 SP STL 8 UNKNOWN WDWM6760 4 8 2 16 331 $129,000
905 2 SP STL 8 UNKNOWN WDWM3961 8 8 2 16 160 $62,000
905 2 SP STL 8 UNKNOWN WDWM3962 8 8 2 16 113 $44,000
905 2 SP STL 8 UNKNOWN WDWM3979 8 8 2 16 341 $133,000
905 2 SP STL 8 UNKNOWN WDWM3980 8 8 4 32 578 $225,000
905 2 SP STL 8 UNKNOWN WDWM3981 8 8 2 16 331 $129,000
905 2 SP STL 8 UNKNOWN WDWM4140 8 8 2 16 510 $199,000
905 2 SP STL 8 UNKNOWN WDWM4027 9 8 2 16 260 $101,000
905 2 SP STL 8 YORBA ST WDWM4013 9 8 2 16 434 $169,000
905 2 SP STL 8 YORBA ST WDWM4015 9 8 2 16 272 $106,000
Total $8,059,400
2 of 2

JOLORA AVE

TEMESCAL CANYON RD

CONSUL AVE

ONTARIO AVE

MINNESOTA RD

SANTA ANITA ST

GRANT ST

SANTA RITA ST

ARCADIA ST JOLORA AVE

DIPLOMAT AVE

KATY WAY

EL CERRITO RD

GRANDVIEW DR

QUEBEC AVE

ENVOY AVE

CARMELITA AVE

FRANCISCA AVE

RUDELL RD

MARILYN DR

MARILYN DR
WDWM4982
WDWM4984
WDWM4983
WDWM7192
WDWM4981
City of Corona
´
Size Deficient Pipes
(pipelines under 4.0 inches in diameter)
4-inch diameter pipelines not included
Water Mains
Pipelines
Size Deficient Pipes (under 4.0 inches in diameter)
Background Reference
Parcels
City Boundary
within System Pressure Zone 1045
System Pressure Zone
1045
Street Pavement Rehab Zone
Note: No size‑deficient pipes
(under 4.0 inches in diameter)
within PZ 1045 are located in
street pavement rehabilitation zones.

Size Deficient Pipes - 1045 PZ
(Pipelines under 4.0 inches in diameter)*
*4-inch diameter pipelines not included
Zone
Ex.

Diameter
(in)
Ex.

Material
Ex.

MTRL
Prop.

Diameter
(in)
Street Name NEXGEN_ID Pavement
Rehab Zone
LOF COF COFxLOF Length
(ft)
Estimated
Construction
Opinion ($)
1045 2 SP STL 8 EASEMENT WDWM4981 No Zone 8 2 16 488 $190,000 1045 1 SP STL 8 EASEMENT WDWM4982 No Zone 8 1 8 51 $20,000 1045 1 SP STL 8 EASEMENT WDWM4983 No Zone 8 2 16 238 $93,000 1045 2 SP STL 8 EASEMENT WDWM4984 No Zone 8 2 16 237 $92,000 1045 2 SP STL 8 MINNESOTA RD WDWM7192 No Zone 8 2 16 487 $190,000 Total $585,000
1 of 1
WDWM4907 WDWM4935 WDWM4908 WDWM2816 WDWM4932

AUTO CENTER DR

RIVER RD

MCKINLEY ST

INDIANA AVE

PROMENADE AVE

SHERMAN AVE

LINCOLN AVE

MAGNOLIA AVE

COTA ST

EL CAMINO AVE

CIRCLE CITY DR

GRAND BLVD
D ST

TAYLOR AVE

POMONA RD

KIRKWOOD DR

COLLETT AVE

GARRETSON AVE

RADIO RD

SERFAS CLUB DR

MONTOYA DR

SHERMAN AVE

KELLOGG AVE

MAPLE ST
JOY ST

RIMPAU AVE

MAGNOLIA AVE

TEMESCAL CANYON RD

EIGHTH ST

BUENA VISTA AVE

VICTORIA AVE
JOY ST

EIGHTH ST

TENTH ST

BELLE AVE

MERRILL ST

CRESTA RD

SAMPSON AVE

OLIVE ST

BORDER AVE

VICENTIA AVE

HARRISON ST

PARKRIDGE AVE

MCKINLEY ST

EL CERRITO RD

MANGULAR AVE

MONTOYA DR

FOOTHILL PKWY

GREEN RIVER RD

THIRD ST

SIXTH ST

RAILROAD ST

MASTERS DR

RIDGELINE DR

SHERIDAN ST

SMITH AVE

CAJALCO RD

CALIFORNIA AVE

RINCON ST

BEDFORD CANYON RD

PICO ST
91 FWY

CITRUS WAY

RINCON ST

OAKRIDGE DR

BLAINE ST

EAGLE GLEN PKWY

SANTANA WAY

CITRON ST

SIXTH ST

UPPER DR

MAIN ST

ONTARIO AVE

HARRISON ST

KELLOGG AVE
91 FWY
15 FWY

MAGNOLIA AVE

GRIFFIN WAY

FULLERTON AVE

COMPTON AVE

EL SOBRANTE RD

PRADO RD
15 FWY
91 FWY

PALISADES DR
15 FWY

GEORGETOWN DR

HARLOW AVE

CLEVELAND WAY
DU
MITRU
WAY

IRONSIDES CIR

ENVOY AVE

CANYON CREST DR

SAN MATEO CIR

ASBURY CIR

ATWOOD CIR

EVENINGWIND DR

CRYSTAL RIDGE CIR
C
O

OL DI GE CIR

KNOX CIR

GARRETSON
AVE

WHITEWOOD CT

SANTA CLARA CIR

MONIF CIR

SAN JACINTO CIR

WILDLIFE RD

ADDICOTT CIR

COOLIDGE ST

EMERSON
CIR

MAVERICK CIR

PRADO RD

EL TORO CIR

SANTA ROSA CIR

ZIRCON ST

TODD CIR

SAN CLEMENTE CIR

WILDOAK WAY

CHRIS WREN CIR

INDEPENDENCE CIR

SHADOW VALLEY DR

ARTHUR CIR
O
CELOT
CIR
YELLO
WST
O
NE C
RI
RO
O

SEVELT CIR

HOBART CIR

COLFAX CIR
C
HEETA
H
CIR
QUIET
M
EADOW
CIR

SPRINGHILL CIR

RIVERVIEW CIR

RAINBOW FALLS CIR

JONLIERE CIR

NIGHT HAWK CIR

HONDO CIR

WOODHOLLOW CIR

AMETHYST CIR

PACIFIC RD

MIRA VISTA CIR

SOMERSET CIR

SANTA ELENA CIR
C
AT
HED
RAL C
RI

YOSEMITE CIR
CO
RPO
RATE

TERRACE CIR

RADIO RD

VERSANTE CIR

MONROE CIR

SWEETWATER CIR

ANNAPOLIS CIR

MERGANSER CIR

CORONA CIR

INDEPENDENCE
CIR

VILLA MONTES CIR

LARAMIE CIR

CONESTOGA ST

CRESTMONT CIR

BLACK OAK CIR

ARBORETUM CIR

PEREGRINE CIR

VIA GIOVANNI CIR

LEUCADIA CIR

COVINGTON CIR

CARLYE CIR

PASEO TASCO CIR

LA TREMOLINA CIR

BAINBRIDGE
CIR

CHATAM CIR

HILLSHIRE CIR

KAPALUA BAY CIR
WILLOW
PARK
CIR

ACAPULCO CIR

RIVERSTONE CIR

HUXLEY CIR

WALNUT CIR

CAROLINA CIR

LOGAN CIR

SINSONTE CIR

JEPSON CIR

JEAN MARIE CIR

VIA PARAISO CIR

DUNSMUIR CIR

CAMINO DEL NINOS CT
QUA
RTZ
CIR

PEARSON CIR

NOTRE DAME CIR

CORAL GABLES CIR

WARDLOW RD

PEBBLEHILL CIR

RAINTREE PL

TRAILSIDE CIR

DESERT WILLOW LN

SHADY RIDGE CIR

MEADOWCRESTCIR

ALVARADO CIR

TAMPICO
CIR

VALLEYWOOD CIR

LINDEN CIR

STONEY CREEK CIR

ARCHER CIR

CHIPPEWA
CIR

NIGHTCREST CIR

BULRUSH CIR
SAG
ELEAF
CIR

VIEW CIR

BOUQUET CIR

CHINOTTO CIR

MULEFAT CIR

VINTAGE CIR

PRINGLE CIR

SAWTOOTH CIR

SALTBUSH CIR

CELESTIAL CIR

SHASTA CIR

LA VAUGHN CIR

STARBRIGHT CIR

ATHERTON CIR

POINTE VISTA CIR

ORLEANS CIR

ELDERBERRY CIR

RIDGECREST CIR
S
U
M
MIT
POIN
T
E
C
RI

CASPER CIR

BIG DIPPER CIR

EVENING STAR CIR

DOE SPRING CIR

TREEMONT PL

MOUNTAINSIDE CIR

ARBENZ CIR

PINNACLE CIR

BEECHNUT LN

ROMANS RD

GRANT AVE

PENNY ROYAL DR

CORONA AVE

EL SOBRANTE RD

MEYER CIR

RADIO RD

REED CIR

GREG WAY

BOYD AVE

BURR ST

CALHOUN CIR

NORWICH WAY

WILLOWCREEK
D
R

KATY WAY

JOLORA AVE

LORNA ST

SAVI DR

MAGDALENA CIR

RICHEY CIR

KALUS ST

OAK GROVE CIR

SAVI DR

BLUEJAY LN

RICHEY CIR

CASTELAR CT

MATHEWS PL

REINDEER CT

SHERIDAN ST

ORANGEGROVE CIR

MEADOWOOD CT

DOHENY CIR
PIRUCT

PRAIRIE DUNES DR

SUNGATE DR

MEADOWOOD ST

ELM CIR

TREEHOUSE LN

SUNVALLEY LN

RAPIDSPRING ST

COUNTRY ROAD ESTATES

SHEPARD CREST DR

INN KEEPER LN

SAN RAFAEL DR

ELSA CT

WINDSTREAM ST

IVY CIR

LIVE OAK PL

LIMELITE WAY

BIRCH CIR

ISABELLA WAY

NAPOLI CT

SAVI DR

ROBLES PL

DEL MAR WAY

FANNING CIR

BROADMOOR CT

OAK AVE

SILVER EAGLE ST

HARBOR ST

PEBBLE BEACH CT

MINTAGE LN

STONEYBROOK DR

MAXWELL LN

MCKINLEY ST

RICHEY CIR

FORUM WAY

ELDERWOOD DR

GRANT ST
MIL
LC
R
E
E
K PL

KERN ST

HOWARD ST

ENGELMANN DR

SAVI DR

FAN PALM DR

BYRON ST

BREEZEWOOD ST

TREEHOUSE LN

TANGERINE ST

HAVASU ST

BURNING TREE DR

MERRILL ST

PERSIMMON ST

SAVI DR

HAMIL ST

SAVI DR

FEATHER RIVER RD

CHERRY HILLS CT

SAINT ANDREWS CT

ROSEGLEN WAY

WEXFORD CIR

NICE DR

STONE PINE LN

WINDSTORM WAY

FERN HOLLOW DR

SAVI DR

GREENHILL WAY

COYOTE DR

ALTURA CT

TAMARACK DR

ONYX CIR

MARSHALL LN

KINGSTON DR

HIGHPOINTE
D
R

NEECE ST

SAN SEBASTIAN CIR

BAYWOOD DR

HIGHPOINTE DR

STATE ST

AVIATION DR

KLAMATH CT

LAGUNA CIR

VIA PASQUAL ST

LIBERTY AVE
SA
N
RE
M
O
DR

CLEGHORN
DR

LONG COVE CIR

SAN ANTONIO PL

STETSON CIR

WILDWOOD PL

MARCH WAY

TABITHA WAY

SAVI DR

MELODY CIR

PALMA CIR

NELSON ST

RALEIGH CIR

HARRINGTON ST

LAKESIDE PL

ANACAPA CIR

HIGHPOINTE DR

CORONA ST
DAVIS
ST

COOPERS
AVE

GERRY CIR

LOMBARDY LN

DOE SPRING RD

GENOVA DR

EL CERRITO RD

MORALES WAY

WYNGATE CT

DAFFODIL ST

INN KEEPER LN

BELLE AVE

HAMLIN CIR

SAGEHEN CT

DIPLOMAT AVE

ELEVENTH ST

ATLANTIC DR

FAIRMONT DR

GRAPEVINE DR

FERNDALE CT

DAWN RIDGE DR

LOOKING GLASS CIR
M
C

NEIL CIR

BURR ST

SUE CIR

MAYOR CT
BALDY
VIEW
CIR

TOYON PL

SAVONA DR

SHERIDAN CIR

STATE ST

MCDONALD LN

LILY CT

MERRILL CIR

CONTADORA ST

WILDERNESS CIR

OAKMONT CT

PORTOLLA ST
E ST

MILES CIR

ORANGE CREST ST
RIO CT

ALBION CT

MIRAFLORES DR

PRIVET CT

PYRAMID CT

MOUNT PALMAS CIR

PLATT CIR
CA
R

DIFF ST

GREY BULL CIR

IRONWOOD PL

RAMONA AVE

RICHEY ST
E
L
KE
R
R
D

CALAVERAS WAY

LIBERTY AVE

WINDSTORM WAY

TEMESCAL ST

PROMENADE AVE

WHEELER CIR

CLAVEY CT

COUNTRY ROSE CT

BUENA VISTA AVE
OSO
DR

FRANCIS ST

APRICOT PL
ENCINO
P
L

FUNSTON WAY

SAN ALVARADO CIR

GRIFFIN WAY

CLAUDIA ST

CRESTVIEW ST

FRANCIS ST

SHERMAN AVE

VIEWPOINTE LN

DYER WAY

BELLA VISTA WAY

SUSANNE ST

PIKE DR

SUNGATE DR
SAN

NICHOLAS
CT

VERAMAR
CT

COSTA BRAVA CIR

BOLLERO RD

FRANCIS ST

SALVADORI CIR
IDA ST

TOMPKINS CIR

POCHARD CIR

CORAL CIR

RUGBY CT

CAITLIN CIR

PLANTATION CIR

DEPOT DR

ROXANNE LN

DAY STAR
CIR

CORONA POINTE CT

KENDRICK CIR

EVERGREEN LN

MAXINE CIR

SAN BAUTISTA DR

FILBERT ST

SAN LORENZO LN

CONSUL AVE

DYLAN CIR

CORAL GABLES WAY

PARKSIDE DR

BERWICK AVE
G
R
A
CELA
N
D
WAY
IDA ST

OAKBURL CIR

WHITECLIFF WAY

SHASTA DR

ALLEGRE CIR
CA
N
YO
N
VIEW
C
RI

ALLEN DR

TEDDY BEAR LN

STANISLAUS DR

SOLANO ST

PUESTA DEL SOL CT

SUNSET LN

HOLIDAY CT

MONTEREY RD

CADIZ ST

CRESTA RD

GROVEDALE
ST

ORANGE HEIGHTS LN

GOLDENTREE CT

GILBERT AVE

SHENANDOAH
RD

SENA ST

HAMPTON
CIR

ELMCREST DR

BERKLEY CIR

TEMESCAL ST

MALAGA ST
SAN
ALMADA
RD

OUTPOST DR

DELTA CIR

FAIRMONT DR

HENDRICKS CIR

TANGELO WAY

VISTA COLINA CIR

HOWE ST

MOUNT ELENA CIR

MATARO LN

WILDFLOWERCT

ELYSIA ST

GARDEN CIR

CAMDEN LN

WILLARD WAY

SOFIA LN

ROWENA DR

CLAYVILLE WAY

MONDALE ST

ARBORWOOD CIR

PRINCELAND CT

MISTY MOUNTAIN DR
VIA
FRESCO
CIR

ALSACE CIR

BLUEBLOSSOM CT

NANNERS WAY

JACARANDA ST

NEWHALL DR

MARGARITA DR

LYNFORD WAY

IRON BARK RD

TAROCCO DR

FOXPORT DR

DIAMOND VIEW CIR

REDPORT DR

HARLEY LN

FORD ST

JANUARY CT

STAR CREST LN

CANNES DR

MAIN ST

RIVERSTONE ST

COUNTRY ROSE LN

JEFFERSON CIR

LINDSEY
LN
HIBIS
C
U
S
ST

SACKETT CT

DANA ST

MOUNT NIGUEL CIR
SUGAR
LN

HUDSON AVE

REMINGTON ST

TRADEWIND PL

JUNEBERRY CIR

ROBIN CT

FORESTER DR

PLUMWOOD
CIR

GILBERT AVE

NORTHSTAR CIR

PINCHOT WAY

SOLAR CIR

PEREGRINE DR

VIEWCREST CT

RIDGECREST DR

GOLDENBUSH DR

VANDERBILT DR

METRO PL

STATE ST

INDIGO HILLS DR

BRIDLEWOOD CIR

COMBS WAY

GROVEDALE ST

EVENING STAR LN

MESA DR

BIRMINGHAM DR

HARVARD CIR

CORFU WAY
L
E
ROY
D
R

TURNBERRY LN

PLUMAS LN

BARCELONA ST

LA COSTA DR

ASHDALE DR

FLORENCE ST

HIDDEN HILLS WAY

GEORGETOWN CIR

CUSTER CIR

RIDGEWOOD DR

TANFORD LN

ENGLISH PL

PENROSE DR
E
M
E

RALD ST

VIA COMO CT

HEAVENLY WAY

HARDING RD

BROADLEAF CIR

GILMORE DR
NOTRE

DAME WAY

LAURELWOOD CIR

MANITOBA CIR

TRINITY LN

VALENCIA
RD

WATERFALL LN

SILKWOOD DR

LAUREL LEAF PL

FAN BAY PL

REDWING CIR

JACKFROST CT

MONARCH DR

SUMMIT DR

WILLOWSPRING LN

FALCON CIR

BISHOP WAY

HAMIL ST

BAYBERRY
DR

STARDUST CIR

CHERRY ST

MOYANO ST

KILWORTH DR

PEACOCK LN

VIA ALBA CT

WINEMA CIR

SARAH CT

PEPPER TREE LN

TULARE DR

NEWPORT CIR

JOSHUA VILLA LN

WINFIELD
C
RI

HIDDEN CREEK ST

PIMPERNEL DR

PURDUE CIR
EU
REKA
ST

WOODCREST CT

LARCHWOOD DR

MASON PL

BLUEBIRD LN

PORTSMITH RD
RAWLEY
ST

LA ENTRADA AVE

RIMROCK CIR

DEBORA RAE DR

ATALLAH DR

KEYWEST DR

PORCH ST
R
AINBR
O
O
K
WAY

SHERIDAN ST

PINECONE DR

MOUNTAIN SHADOWS DR

ARBORETUM DR

BERYL LN

FOLK SPRING DR

ORCHARD CREST LN

VIA CORAZON DR

RICHEY ST

COLDWATER CT

LA TIERRA ST

TANGLEWOOD DR

SPRINGHILL DR

RED CEDAR ST
TERRA
DR

CARMEL CIR

PARK CIR

VIA AURORA CIR

GREER DR

SAN RAMON DR

TESORO WAY

SAN SIMEON DR

BEAR RD

SESPE WAY

MATTERHORN DR

BASSWOOD ST

CROSSROADS ST

NEWTON ST
REXFO
R
D
WAY

BEGLEY CIR

VIA PARAISO WAY

LEMON GROVE LN

HAWTHORNE
DR

SUMAC PL

DEERCREEK DR

GARDENIA ST

ROXBURY DR

KROONEN DR

PAJERO DR

APPLE BLOSSOM LN

MAHOGANY ST

NIAGARA CT

MORNING GLORY WAY

TOULON DR

WEATHERWOOD RD

POPPY ST

SHINING STAR LN

WINDSONG ST

STAN REYNOLDS PKWY

H SPIEGEL WAY

RICHEY CIR

LUCAS PL

HAYDEN AVE
LONG
BRANCH
WAY

RAMSGATE DR

DEERFIELD
CIR

NOBLE WAY

SOMERDALE ST

GAGNON CIR

SWITCHBACK LN

PADRE WAY

VIXEN TRAIL CIR

SHAFFER ST

SUNDANCE AVE

RADCLIFFE DR
S
U
M
MIT
VIEW
CT

SILVER OAK DR

CLIFFSHIRE AVE

KENTFIELD WAY

WOODSIDE CT

APPLEGATE CIR

DUBRINA WAY
C
AT
TAIL D
R

BIRCHLEAF DR

BRIANNA WAY

BRIARVALE ST

WINDPINE DR

HANNUM DR

ROYAL OAKS CIR

MOUNT SERENATA CIR

JADESTONE LN

FAITH ST

LAFAYETTE CIR

STRANDBERG CIR

MOSS CREEK CIR

TAFT LN

MARINER CIR

WYATT PL

BOON PL

CANYON VIEW LN

SMERBER RD

CLASSICO WAY

SANDIA ST

BLUE OAK ST
W

TREELINE DR
ELLE
SLEY
DR

BROCKTON DR

LA VENTANA CIR

CANYON CREST DR

WESTPARK LN

WASATCH DR

HARVEST CIR

LIBERTY DR

MOUNT HUMPHRIES ST

BOULDER DR

CHASE DR

MOUNT TESORO CIR

SAVONA DR

VIA CIELO DR

TWIN OAKS CIR

ALASTAIR CIR

BEVERLY RD

WISTERIA WAY

THISTLEWOOD LN

LAGUNA DR

TORREYANNA CIR

BOSTON DR
ALPS R
D

FOREST OAKS DR
FO
U
R
KIN
G
S
S
T

WHISPERING WIND LN

SEVENTH ST

FLORA SPIEGEL WAY

SANT CROIS LN

ALBERO CIR

STAN GRUBE DR

MARS ST
R
O
C

HELLE LN

ROYAL CIR

GARETH CIR

MARQUEZ WAY

SUNMEADOW ST

JUST RIGHT WAY

HALEY TALBERT
DR

SUZIE CIR

BUSH CIR

LANCASTER LN

REDBERRY LN

FALLENLEAF DR

KIM WAY

NEW HAMPSHIRE DR

ELLESMERE DR

CARLENE CIR

PECAN CIR

ALMOND DR

HUMBOLDT LN

CHRISTOPHER LN

CULLUMBER DR

LEYENDA DR

VISTA DEL MONTE WAY

WINTERGREEN LN

WADE WAY
G
R
E
E
NFIELD
D
R

TAMARISK LN

CORBETT ST

HUNTFIELD ST

GLICKMAN CT

LAS LUNITAS LN

COLLETT AVE

SAPPHIRE LN

DEVONSHIRE
DR

JOHNSON
CIR

NEW ENGLAND DR

SILVERCREEK RD

MADISON LN

VIEWTOP CIR

BIGHORN DR

ATHLONE CIR

COLONIAL DR

AZURE LN

MANZANITA RD

QUEBEC AVE
KEYSTO
NE CIR

WINDSTREAM ST

GROVE AVE

SABINA PEAK CIR

GALISTEO
ST

CAJON DR

SAN FERNANDO DR

SAN CLEMENTE LN

SIENNA LN

NELSON ST
VIA

PROVINCIA
CIR

OTHELLO LN

PASTORAL CT

SUNCREST DR

JAMESON DR

WINDSOR CIR

WELLER WAY

PASEO LA CRESTA ST

SAINT JAMES DR

CRESTVIEW ST

ARCADIA ST

CAMINO DE SALMON ST

HIGHLAND
VIEW
D
R

JUNE DR

CHISHOLM TRAIL CIR

WILLITS DR

FAIRBANKS WAY

NIGHT SHADOW LN

SKORHEIM WAY

HEADWATER RD

LESTER AVE

DAWES LN
RED
DAWN
VIEW
CIR

MARIGOLD CIR

LANDIER LN

COUNTRYSIDE LN

LA DOCENA LN
P
E
N
E
LO
P
E LN

RIVERBEND CIR

MARYSA KATHRIN ST

WHITE RIVER LN

RUSSELL DR

VIA FIREN
ZE WAY

DOMINGUEZ RANCH RD

DANA ST

FARGO CIR

WHISPERING TREE LN

VIA CASTILLA ST

TWINLEAF LN

VIA MIGUEL ST

BRONWYN
DR
W
E
M
B
L
EY LN

VIVIAN CIR

STAR CANYON CIR

EAGLE CIR

SHENA ST

WINSTON WAY

HIGHRIDGE DR

YUCCA DR

WINTHROP DR

STOWELL RANCH CIR

RICHEY CIR

BARROW ST

SILKTREE PL

DREAMSICLE WAY
RUTLAN
D
DR

FREEPORT DR

MINNESOTA RD

PELE WAY

HOWE ST

SAN ANTONIO DR
WALD
O
RF D
R

DOVE CIR
WILD

DUNES CIR

HIGINBOTHAM WAY

HERITAGE DR

BARBRE CIR

POLARIS
DR

ROBBY CIR

MONTICELLO DR

SAINT EDWARDS CIR

VENTURA AVE

WILTON ST
ASH ST

NABIL CIR

OVERLAND LN

JOCELYN SHELBY WAY

WILKE DR

HIGHCLIFF CIR

QUAIL CIR

GROVEWOOD DR

EBBCREEK ST

ATLANTIC CIR

SUGARBERRY LN

DUNCAN WAY
C

OLDSPRIN
GS L
N

TETON DR

PINYON CIR

EARL ST

GALATEA WAY

MULBERRY LN
JU
DITH
CIR

LENITA CIR

CARIBOU CIR

VICENTIA AVE

QUINCE ST

LOPEZ ST
VALO
R
CIR

WALNUT LN

VIEWTOP LN

WILD TURKEY CIR

IRIS CIR

BURNETT CIR

TAFT CIR

MARY CLARE ST
EMORY
ST

GULFPORT LN

WINDWOOD DR

SAN JACINTO DR

PEARL ST

VICTORIA AVE

VALLEYWOOD ST

BILTMORE DR

DOWNING CT

LEAH NAOMI DR

KENNEDY DR

MESA VERDE AVE
E
ST
RA
DO
D
R

BRENTRIDGE DR

NIGHTWIND CIR

BRIDGEWOOD ST

GOLDEN HARVEST DR

COTTONWOOD ST

VICENTIA AVE

ASHWOOD DR

SINGING WOOD DR

FRAMINGHAM LN

GILMORE DR

SKYLINE
DR
BLUE
SPRUCE
WAY

SECOND ST

IRIS GROVE CIR

LACEY OAK DR

HOWARD ST

COLBERN DR

SUNVALLEY LN

SAWGRASS CREEK LN

WRIGHTWOOD RD

CALICO CIR

BRADFORD CIR

MAGDALENA CIR

SPRING MEADOW DR

SALEM DR

DE ANZA CIR

MARYHELEN ST

COX WAY

DALGETY ST

CHESTNUT CIR

MOUNTAIN
GATE
DR

AMARGOSA WAY

BOX CANYON
RD

GLENBUSH CIR

MADAGASCAR DR

REGENT CIR

OLD MILL RD

SADDLEBACK DR

MIRAGE WAY

EAGLEROCK DR

MOUNTAINSIDE DR

TRUDY WAY

ROSEBUD CIR

CARTER LN

MILLER CIR

HANNOVER ST

PAMELA ST

VILLA PAMPLONA CT

JUDY CIR

HAWK CIR

COACHMAN LN

HERMOSA DR
BARTON
CREEK
CIR
JONAH
DR

RAPHAEL DR

CRESTVIEW ST

TUMBLEWEED
CIR

PALOMAR DR

YARDLEY WAY

FERNLEAF LN

TOPAZ ST

RANDALL RANCH RD

CORONITA ST

SAW MILL RD

ANDREW LN

BUTTERNUT LN

CAMELOT DR

MARIE ST

EAST FORK RD

LAUREN MARCELLA DR

PICASSO CIR

WINDWOOD DR

VICENTIA AVE

LAYTON ST

GAMBEL DR

HANNUM CIR

PETUNIA WAY

BELLE AVE

YALE CIR

PAMELA ST

CONESTOGA
ST

CHASE DR
PAT
RIOT
WAY

YORKSHIRE WAY

SWEET RAIN CIR

CAPISTRANO ST
M
A
RIE ST

BARLEY LN

STEPHANIE DR

SUNVALLEY LN
VIA

LA BRISA LN

PAMELA ST

AZALEA CIR

CORONA RD

CEDAR PINES DR

BIG DIPPER DR

ORLEANS WAY

CANYON CREST CIR

ROSE CIR

LINCOLN AVE

MERCED CT

WALLACE ST

HOLLY CIR

WELLESLEY
DR
SAINT
H
ELENA
D
R

CAMELBACK
CIR

STEEPLE CHASE CIR

LA TREMOLINA LN

PEARWOOD LN

ANDALUZ WAY
CORN
ELL
CIR

NORTHMOOR DR

LOCUST ST

STARGATE CIR

STONEWALL DR

VIA RYAN DR

POPLAR LN
R
AY
M
O
R
AVE

NINA LN

GLOUCESTER LN

VIXEN TRAIL ST

CEDAR ST

ASPEN ST

MORNING STAR DR

ELLIOT DR

ARDEN CIR

BIRCH ST

SWEET RAIN WAY

CINDY CT

ORANGE HILL DR

HOLLYCREEK WAY

QUIET HARBOR LN

BERKSHIRE
CIR

CHEROKEE RD

LAGUNA DR

BARTH ST

CRESTVIEW ST

MONTEREY PENINSULA DR

MERGANSER DR

KENDALL ST

SEDLOCK DR

NEWHALL DR

ASHWOOD CIR

SHAQUILE ST

POTOMAC DR

CHALGROVE DR

MISTY RIDGE LN

MOUNT KILIMANJARO CIR

DOUGLAS WAY

SUMMER GLEN
DR

LOWRY RANCH RD

FREEDOM DR

ELGIN WAY

PLUM ST
E
ST
RA
DO
C
RI

ROOSEVELT ST

MIRA VISTA WAY

MANDARIN DR

CANDLEWOOD ST

BURRERO WAY

MONTE MAR ST

PUEBLO RD

LILAC ST

DAKIN DR
LAN
CASTE
R
CIR

HILGARD ST
C

RESTLIN
E
D
R

EXETER WAY

SUNKIST CIR

SNOWDRIFT DR

HYDE PARK CT

WINSLOW PL

HEMLOCK CIR

TAYLOR AVE

OLIVEWOOD
C
RI

COTTONWOOD CIR

COTTAGE DR

CRANBERRY LN

BEAR PASS DR

DOVE ST

VERANDA LN

SOMERDALE ST

ROSSER DR

BERRYWOOD CT

MERIDIAN
LN

WAVERLY AVE

JOHNSON
LN
PERA
ST

JOSHUA TREE LN

WHITE HOLLY DR

DAISY CIR

ALSACE DR

CORAL ST

RUNNING SPRINGS CT
FIR ST

SAN JUAN ST

ANDES WAY

AVOCADO ST

WAGONER LN

SINAI CIR

MORNING SUN LN
WALKEN
RIDGE
DR

HEATHERBROOK DR

MARIE ST

SHOOTING STAR LN

BELLE AVE

DEAVER DR

BALDWIN DR

MERRILL ST

MOUNT CANTARA CIR

LEMON ST

MEADOWLARK CIR

DOGWOOD DR

DANA CIR

BEGLEY DR
J
T

EISLEY DR

OAKLAND WAY

MIRA VISTA CT

BELVEDERE CIR

LIME ST

JENNY WAY

VICTORIA AVE

MAYWOOD CIR

ORANGE ST

DUNBARTON WAY

MAMMOTH LN

CARLENE
ST

CUMBERLAND ST

GROVEDALE ST

PEONY ST

HIGH KNOLL CIR

ACACIA ST

LOCKWOOD CIR
ELM ST

BARKER LN

TIVERTON
WAY
OCALA
CIR

EUCALYPTUS AVE

WILLIAM ST

MOUNT THOMPSON CIR

WINSTON CIR

CHICAGO ST

EXETER AVE

SHADOWGLEN WAY

DEL NORTE DR

JEAN MARIE ST

ADIRONDACK DR

STRAWCROSS
LN

FIRETHORNE PL

LARK LN

CARLYE DR

AMBER CIR

BATEMAN CIR

SLOAN DR

FLETCHER DR

BIG SUR ST

WHITE SAGE ST

BARBRE LN

CHAMISE CIR

SHADOW GROVE CT

MOUNT VERNON WAY

BUSINESS CENTER DR
B
RU
N
STA
N
E LN

JUNIPER DR

MAPLEBROOK LN

VILLA CATALONIA CIR

BEGONIA WAY

CESSNA CIR

ALPINEMIST ST

CROWN RANCH RD

HEATHERBROOK
CIR
CO
N
EJO
ST

ASHFORD CIR

PECOS ST

BRIARHAVEN
LN

SAN BENITO LN

HONEYSUCKLE
CIR

COYOTE CIR

WIGEON DR

WAKEFIELD AVE

MEADOW LN

CHATEAUX WAY

HAYES CIR

CENTENNIAL CIR

CAROLWOOD DR

VERDUGO DR

WRANGLER CIR

JOHNNY CASH DR

HARRIS ST

QUAIL RIDGE DR

DAHLIA CIR

PANTHER DR

ADONIS PL

JILLIAN CIR

WASHBURN CIR

BRENTWOOD DR

MOUNTAIN VISTA DR

STONEWOOD CIR

PINE CREST DR

CERVEZA CIR

MINT ST

FOURTH ST

WILSON CIR

CINNAMON
LN

COPLEN CIR

CHAMISE ST

RAFFERTY CIR

TORREY DR

DEADWOOD DR

IMPERIA DR

MERLIN LN
M
AC
BET
H
AVE

CHICORY AVE

SQUIRE PL

SKYLARK CIR

PERIDOT DR

MISSION RD
SAN

PONTE RD

COURTNEY LN

NUTWOOD CIR

AQUITANE ST

CANYON WOODS DR

PARK HILL DR

RURAL LN

BELLWOOD CIR

SPRUCE ST

VICENTIA AVE

CAMELLIA CT

BERN DR

FOURTH ST

WREN AVE

MANDEVILLA WAY

WIGEON DR

JENNA CIR

ATHLONE LN

PICADILLY WAY

COLLETT AVE

SIERRA BELLA DR

AMETHYST ST

BINGHAM DR

BRIM ST

LAVENDAR WAY

SANT CERE PL

FEATHER PEAK DR

SILVERWOOD CIR

SCHOOL ST

PAYETTE CIR

SUNDOWN
LN

MESQUITE
LN

COTTONWOOD CT

SAGEWOOD LN

STARBRIGHT DR

SILVER EAGLE CIR

APPIAN WAY

STUART CIR

MONTEREY RD

HUNT CIR

SIERRA VISTA ST

LYNWOOD CIR

HILLSIDE ST

TEAL DR

CHAD ZELLER CIR

CRYSTAL DOWNS DR

POPPY ST

CASITAS CIR

VANDER ST

BOBBITT AVE

CONSUMER CIR

GRANT ST

MABEY CANYON RD

ERNESTINE WAY

DEER HOLLOW DR

OLD TEMESCAL RD

WINDSTREAM ST

PIUTE CREEK DR

BATHPORT WAY

FILBERT ST

INDIANA AVE

TOULOUSE ST

WINTON ST

BUCKEYE CIR

COLUMBIA CIR
GRAND
TETON
DR

BELVEDERE WAY
LO
N
D
O
N
WAY

WHITE MOUNTAIN CIR

BOBBITT AVE

GLACIER CIR

MCMACKIN DR

BILTMORE CIR

SANTA CRUZ ST
VIA
Z
U
M
AYA ST

THORNWOOD WAY

TOLTON AVE

SANTA ANITA ST

ELISE WAY

FORD ST

CHILTERN WAY

BUCKEYE ST

ESTELLE ST

BELLE AVE

MCCALL CIR

CANARY LN

SANTA RITA ST

CACTUS ST

OAKCREST CIR
SH
A
D
O
W

OAKS CIR

CABRILLO CIR

GINGERSNAP
DR

PACKARD CIR
C
HEETA
H LN

GREENGATE ST
GLEN
WO
O
D
CIR

TRINITY CIR

HOLLYLEAF WAY

BONSAI CIR

TRUMAN ST

GRANDVIEW ST

AMIN CIR

CAPE DR

SERRANO DR

MORNINGSIDE DR
HONEY
G

ROVE WAY

BERRY WAY

TOUMEY LN

BROOKHAVEN CIR

LA CADENA LN

HACIENDA DR

ANDOVER ST

YELLOWPINE RIDGE CIR

SHADYBROOK LN

RIPCHAK RD
M
A
NITO
U ST

MOORE CIR

MERIDIA
N
CIR

SIERRA MADRE WAY

SUTTER LN

VALLEJO DR

BANTON CIR
DIXON
WAY

CALVERT
ST

ASPENWOOD DR
COCO

PALM CT
VESPER
CIR

FRONTAGE RD

BONANZA
C
RI

SILVER OAK CIR

AIRPORT CIR

OLD TRAIL DR

HOWE ST

ALDERWOOD CIR

MARRIOTT CIR

KINGFISHER CT

ADWICK ST
VIA
MODENA
WAY

AMERICAN CIR

BROTHERTON ST

CORTEZ DR

JENKS CIR

SUNDANCE CIR

ALISO ST

LANGTREE LN

ARMSTRONGS DR

BUCKNELL WAY

ALBRIDGE DR

BONNIE CIR

PALMETTO LN

WARDLOW CIR

HILLSIDE ST

MOONLIGHT
LN

GODDARD WAY

SPRINGWOOD ST

COACHMAN CIR

WELLESLEY CT

ATWOOD DR

GUNSMOKE RD

NINTH ST

WEBB CIR

GIANNI DR

HAVENWOOD CT

MONTOYA
DR

MY HI WAY

NINTH ST

AMBER GLEN ST

ELEVENTH ST

ROYA RIDGE LN

CALHOUN ST

BONNYVIEW
CIR

KLUG CIR

HOLLY SPRINGS DR

DELILAH ST

SHAIN CIR

HILLTOP CIR

SHADOW CREST CIR
PEELER
ST

HEARST WAY

BENNETT AVE

GREYSTONE LN

LAGOS LN

YARDLEY CIR

SUNRISE WAY

GLENHAVEN DR
STRAN
D
B
E
RG
CIR

CORONA ST

BALSAM LN

DAVIDSON ST

FULLER ST

HIMALAYA DR

KRAEMER
DR

HARRIS ST

MANHATTAN WAY

CRAWFORD ST

SEVENTH ST

FIFTH ST

GARRETSON AVE

WAKEFIELD AVE

VICTORIA AVE

FIFTH ST

SEVENTH ST

WASHBURN AVE

HONEYWOOD DR

ALLEGHENY ST

SUGARPINE DR

WASHBURN AVE

ROYAL VISTA CIR

MICHAELS PL

TURNER ST

STONERIDGE DR

COUNTRY MANOR DR

STONEHENGE CIR

GARGANEY DR
HALF
MOON
WAY

INDUSTRIAL
WAY

WASHBURN AVE

FLAMING
G
O
RG
E
R
D

REDRIVER WAY

DAVRIL CIR

HACIENDA DR

COOK ST

VIA RAFAEL CIR

SUNSTREAM DR

WINDY RIDGE DR

STONEHAVEN DR
T
U
RQ
U
OISE D
R

COTA AVE

ORCHARD
CIR

MISTLETOE DR

BRENTWOOD CIR
B
E
LF
RY
CIR

KENDALL ST

WINTERPARK WAY

LORRAINE DR

TEJON CIR

MISTY MEADOW CIR

LA GLORIA ST

WHITE RANCH CIR

CALL WAY
SHAN
DWICK
C
RI

HIDDEN HILLS CIR

QUARRY ST

EIGHTH ST

HERITAGE
CIR

SELKIRK DR

SANTANA WAY
VIA
ROMA
CIR

ORANGE ST

BRANNAN CIR

SPRING LN

ADOBE AVE
VALD
O
STA
C
RI

MOUNTAIN PASS DR

HAVEN TREE LN

VIA PADOVA WAY
BIG
H
O
R
N
C
RI

SUNMEADOW
CIR

TETA DR

COOK CIR

CINDY CIR

WOODWAY CT

PAGE CIR

TENTH ST

BELLVIEW CT

PARK LN

CHASE CIR

SAN VISCAYA CIR

CECILIA CIR
MID
D
LE
B
U
RG
PL

COWHIDE RD

FAIRBANKS ST

HEARTHSIDE DR

LIMERIC
K
LN

NANDINA CT
AMY DR

WINDMILL LN

PEACHWOOD CIR

DAVIS ST

JENNY CIR

WASHBURN AVE

KAYNE ST

VANDERBILT CIR

PINE VALLEY WAY

TUDOR CIR

SANTA FIORA CIR

FOLSON CIR

CONESTOGA
CIR

JAYME JOY WAY

CANARY LN

ASHWOOD
CIR

LATIGO LN

RUSTLERS WAY

HURON CIR

ARROYO AVE

SAMANTHA
CIR

PAPERBIRCH CIR

CAMINO CIR
JULIET
TE CIR

KESTREL CIR

MOCKINGBIRD LN

CHRISTINA LN

DURAZNO ST

SARSAPARILLA DR

TREVOR LN

TALSHIRE LN

AMBER DR

KIWI CIR

SHADY OAK DR

CAMBRIDGE
SQ

CONIFER CIR

SHADY RIDGE DR

EL DORADO DR

QUAIL HILL RD

LABRADOR CIR
BALDY
VIEW
CIR

STARGATE
DR

BRUIN DR

SPRINGFIELD CIR
OCHEE
CIR

RAYMOR AVE

ARTURO WAY

MOYANO CIR

WHISKEY CREEK CIR

COMMERCE ST

PAPAYA ST
RIN
G
DA
HL C
RI

SISKIYOU LN

CHANCE DR

SPINDLETOP DR

CLEARVIEW CIR

DEERLODGE CIR

INDEPENDENCE
WAY
BAIRD
ST

JOLORA AVE

PANSY CIR

SILVERLEAF CIR

MANGROVE CIR

EVEREST WAY

GLENSPRINGS LN

FRANCES ST

BROTHERTON ST

SHADE TREE WAY

BRECKENRIDGE CIR
TALBOT
CIR

POINTE VISTA CT

HIGHPOINTEDR

TOULOUSE CIR

PESCADERO CIR

QUARRY ST

MENORCA CIR

MORALES
CIR

WALKER LN

CARLY WAY

HELICOPTER CIR

VIEW LN

BEATRICE DR

TAYLOR AVE

JENKS CIR

RADCLIFFE CIR

FLEETWOOD WAY
NORTH

POLE LN

RIDGEMONT
WAY
MELB
A
C
T

GLIDER CIR

CLINTON CIR

FAIRGLEN PL

CASE ST

MOUNT WHITNEY CIR

ONTARIO AVE

DANIELLE CIR

CHASE DR

MEANDERING LN
M
A
N
G
ULA
R
AVE

HIGH WATER WAY
B
U
TTER
N
U
T
S
T

ELIZABETH LN

WEBSTER RANCH RD

SUNNIER CIR

ROSITA AVE

SMOKETHORN ST

MONSERAT CT

ENTERPRISE CT

VALOR DR

BENTLEY DR

VIEWPOINTE CIR

BELRIDGE PL

GARRETSON CIR

ROYAL SUMMIT CIR

KPC PKWY

KNOLLWOOD
DR

MONICA CIR

CITATION CIR

DIANNE LN

ZINNIA ST

TOM BARNES ST

GRANT AVE

BRUNSTANE CIR

BIRCHWOOD LN

MAGELLAN CIR

EVANSTON CIR

MARIAH CIR

WATER WAY
M
O
CCA
SIN
T

RAIL CIR

PROSPECT ST

MISSION PL

PONDEROSA CIR

AMARYLLIS WAY

CROWNSWORTH ST

FIFTH ST

ATHENS CIR

ROCCO CIR

HACIENDA DR

BLAZING ST

JENSEN ST

RAPHAEL CIR

SANTA BARBARA ST

SANTA INEZ ST

TRM CIR

BRIGHTON CIR

WALLOWA CIR

RURAL CIR
OLD

WAVERLY
CIR

PHEASANT ST

LOCHNESS CIR

ENCORE WAY

WINSLOW DR

BLACKPINE DR

CONSTITUTION DR

REMBRANDT CIR

FREMONT DR

RISING SUN RD

SONORA DR

PAMPAS CIR

DUPONT ST

TELLER ST

OLD RANCH RD

KLYNE ST

GUNNISON
CIR

GLEASON ST

PASEO VISTA ST

WOODBROOK WAY

IRIS GROVE DR

TROVITA DR

GOLDENROD ST

EAGLE CREST DR

GATEHALL AVE
VIA
G
U
N
N
OE C
T

MANOR WAY
S
T
RATFO
R
D
D
R

SMOKETREE
DR

INVERNESS DR

HYACINTH WAY

CAPTIVA CIR

MERRYWOOD LN

BEL AIR ST

PRESCOTT CIR

FRESNO RD

BIRDSONG LN
S
HAN
NA
CA
RL
E
D
R

TILSON CIR

CAPITAL ST

WILLIAMSBURG LN

SOUNDVIEW CIR

SUNCOUNTRY CIR

RUSHMORE DR

WATERLEAF WAY

MARVALE AVE

GOLDEN MEADOW DR

SCENIC CREST LN

AMBROSIOCIR

APPLEGATE DR

NAVARRO
DR

ORIOLE LN

WYNGATE DR
M

OJAVE VIEW
CIR

PROPERTY AVE

SUMMERSET ST

BALBOA DR

SANTO THOMAS CIR

LOCKWOOD LN

RYAN LN

PORTOFINO CT

QUAIL COVE RD

ALEE CIR

DEVON RD

SANDPIPER LN

SAN MARINO CT
CAS
H
E
L
LN

SUNSHINE CIR

EVELYN ST

HARVEST CREST LN

SERFAS CLUB DR
HAN
COC
K
C
RI

PATHFINDER WAY

COUNTESS DR

TULIP ST

AMBROSE CIR

JILLIAN ASHLEY WAY

CAMINO DEL PLATA CT

HIDEOUT
LN

MARIGOLD WAY

BENEDICT CIR

SAN GORGONIO DR

CARLETON CT
LA
U

REL CANYON
CIR

CASTLE PINES WAY

GREENVALE CIR

VIA FINALDI WAY

MONSTER WAY

SUNBURST LN

GREGORY CIR

GREENHILL WAY

NICHOLAS PL

FRANCISCA AVE

MATISSE CIR

TOWERGROVE DR

CHERRYWOOD CIR

LEESON LN

ARMATA DR

GREENGATE ST

SAN DIEGO DR

STARNE RD

AVONDALE DR

FALMOUTH CT

TROJAN LN

NAPLES DR

COLEVILLE CIR

VIA SEVILLA ST

DELANCY LN

ALDER ST

DEININGER CIR

FRASER CIR

KEITH ST
MARLIN
WAY

ANNETTE PL

GREY BULL LN

FLORAL PARK ST

CRYSTAL RIDGE CIR

LEHIGH CIR

EMERSON DR

SYCAMORE ST

MONTECITO DR

PAYETTE DR

SEQUOIA ST

ELLIS ST

AMBERSWEET
ST

VIA VALMONTE CIR

STATE ST

SHANNON ST

WILLOW PARK DR

WAYNE ST

BUCKTHORN WAY

BORON DR

ADAMS CIR

C L FLEMING CIR

RAVEN CIR

DRAKE ST
SAN

MIGUEL DR

REDWING DR
KAY DR

BABCOCK DR

CONCORD AVE

SANDRA CIR
G
RIN

NELL RA
N
C
H
R
D

DORIS LN

SONNET HILL LN
DRY
GULCH
RD

STORMY LN

VIA GALICIA ST

SHIRLEY DR

WYNOLA CT

GRANT AVE

NANCY CIR

GARFIELD AVE

PETER CHRISTIAN CIR

CARBIDE DR

CROUSE DR

APPLEBY ST

BOTTLEBRUSH ST

GRAPHITE DR

LUPINE CIR

PIENZA CIR

BRAE BURN DR

MINARET ST

RANCHO RD

ROCKWELL RD

SUMMERTREE LN

WINTON ST

BEL AIR ST

ALEXANDRA DR

KAPALUA BAY LN

BLAIR ST

DUXBURY CIR

QUAIL HILL RD

BUCKINGHAM WAY

NEW YORK DR

KINGSGATE DR

CORPORATE TERRACE ST

IBBETSON ST
VIA
BLAIR
O
C
RI

MOUNTAIN GROVE LN

BRIARVALE ST

GARRETSON CIR

MOUNT PLEASANT WAY

FIFTH ST

AMBASSADOR AVE

WINDSONG
ST

DOWNS WAY

STEIN WAY

TRADEMARK CIR

MARSANT AVE

HOTSPRING ST

IBBY RD

POINSETTIA ST

COPPER RIDGE DR

NINTH ST

ALTA LOMA DR

BLUE CREST ST

SEVENTH ST

GERANIUM WAY

SUMMERPLACE CT

LINCRONA ST

CHESTNUT LN

PINE ST

VIOLET ST

WARDLOW RD

WOODVALE DR

SEVEN OAKS DR

LAKEPORT LN

LONGPORT WAY

EMERALDPORT ST

RICKSON WAY

VIA VENEZIA CIR

SUFFOLK ST

MISTY STREAM WAY

ESTHER DR

MAYFAIR DR

ERICK DR

TRAILVIEW LN

DERBY ST

BOLLERO PL

FRANCIS ST
DOVE
CT

VILLAFRANCA ST

FERNDALE
DR

MARIPOSA DR

PLUMWOOD LN

ORANGEWOOD SQ

FRANCES ST
M
O
N
TAG
UE DR

VERMONT DR

CEDAR RIDGE LN

JOHN CIR

WINDHAVEN WAY

FLAGER RANCH RD

POPPYSEED LN

DYLAN DR

MELISSA CT

DONATELLO DR

KRESS CT

WYVAL AVE
WOO
D
LAWN
DR

SYLMAR LN

HEARTLAND WAY

ALTA LOMA DR

SYCAMORE LN

MARAVILLA CIR

KENDRICK CT
O
PAL S
T

CORDOZA
ST

KENTUCKY LN

PAMELA ST

THACKER DR

JOHN DR

OAKLAND HILLS DR

GREENRIDGE RD

CYPRESS POINT DR

LONGWOOD PINES LN

AURORA LN

VIEW LN

MERRILL ST

CONDOR CIR

ABERDEEN DR

REDWOOD ST

JAMESON CIR

ELEGANTE
CT
WA
S
HIN
G
TO
N
S
T

SUGAR MAPLE LN
PALM
AVE

ROCKROSE DR

QUEENSLAND CIR

MABEY CANYON RD

ASPEN ST

MOODY ST

RUSTRIDGE PL

BONNIE LN

GOLDENVIEW DR

REMBRANDT DR
FO
REST
VIEW
D
R

SKY RIDGE DR

DIAMOND VIEW ST

CORONADO DR

GLENGROVE SQ

THORNWOOD SQ

BUNDY WAY

CLEARING CIR

LYLE AVE

AUTUMN LN

FOXPLAIN RD

RIO RANCH RD

SUNBEAM LN

FRANCIS ST

JESSICA LN

AGNES ST

ORCHARD LN

COLONY DR
LASSEN
DR

HUNTLEY DR

MONTEREY RD

SANTA PAULA ST

ALTA VISTA AVE

MISSION RD

WHITE OAK LN

NUTMEG DR

RUTH CIR
G
A
R
NET
ST

REDWOOD CT

REGINA WAY

REDONDO LN

RANCHO RD

VILLA CATALONIA CT

OLD MILL RD

JAMES AVE

RIDGELIN
E
D
R

POINTE VISTA LN

CHERRYBARK LN

GRANDVIEW DR
MORENO
AVE
OTT ST

JENKS DR
CEN
TEN

NIAL WAY

ELLIS ST

SKYLINE DR

PINEWOOD DR

BRISTOL WAY
VIA

VIENTO LN

CROWN VIEW DR

LYDIA LN

MARKET ST

CARMELITA AVE

COTA ST

BLAIR ST

QUARRY ST

ADRIENNE DR

SNOWBIRD LN

CAMINO LARGO ST
GAY ST

VICENTIA AVE

LEESON LN

BLOOMFIELD LN

MARCH WAY

LEWIS CT

WREN AVE
B
AVA
R
AI D
R

PUBLIC SAFETY WAY

HORIZON ST

HIDEAWAY PL

ANSELMO DR

LORDS CANYON
DR

SANGABRIEL WAY

TEHACHAPI DR

TIMBERLINE DR

ALCOA CIR

PEPPERWOOD LN

STARFIRE AVE

MOUNTAIN VIEW DR

NEWTON DR

VISTA LOMAS LN

RANCHO CORONA DR

RANIER ST

STERLING DR

FOOTHILL PKWY
MALLOY
CT

SAGE AVE

LUCY LN

YORBA ST

LANCER LN

CITROCADO RANCH ST

PINEHURST DR

FEBRUARY DR

SKYVIEW LN

SUMMERWOOD CT
M
E
LLO
R
ST

CLEARING LN

BROOKHAVEN DR

ANTELOPE DR

HAMILTON
D
R

STROH AVE

MISSION CT

PLEASANT VIEW AVE

HORATIO AVE

OAKRIDGE DR

REDROCK DR

RUDELL RD

TUSCANY ST

MCCALL DR

HUMMINGBIRD LN

POMONA RINCON RD

CITRON ST

WILDERNESS DR

STONEBERRY LN

LAS POSAS RD

KELLEY AVE

BRAEMAR LN

HUCKLEBERRY DR

YORBA ST
LA
U
REL CA
N
YO
N
WAY

CLEVELAND WAY

MARILYN DR

TABER ST

POMONA RD

RANCHO RD

OLYMPIC DR

ENCANTO ST

STILLWATER RD

MILLBROOK RD

OLD HICKORY RD

BRIDGEPORT RD

SHADY MILL RD

LONGVIEW DR

CLEARWATER DR

SONRISA
DR

ROADRUNNER DR

TERMINO AVE

AQUAMARINE LN

STRANDBERG
ST

CHAD ZELLER LN

SANTA FIORA DR

ALL AMERICAN WAY

RESEARCH DR

SHERBORN ST
City of Corona
´
Size Deficient Pipes
(pipelines under 4.0 inches in diameter)
4-inch diameter pipelines not included
Street Pavement Rehab Zone
Zone 1
Zone 2
Zone 3
Zone 4
Zone 5
Zone 6
Zone 7
Zone 8
Zone 9
Zone 10
Water Mains
Pipelines
Size Deficient Pipes (under 4.0 inches in diameter)
Background Reference
Parcels
City Boundary
within System Pressure Zone 1060
System Pressure Zone
1060
Note: No size‑deficient pipes
(under 4.0 inches in diameter)
within PZ 1060 are located in
street pavement rehabilitation zones.

Size Deficient Pipes - 1060 PZ
(Pipelines under 4.0 inches in diameter)*
*4-inch diameter pipelines not included
Zone
Ex.

Diameter
(in)
Ex.

Material
Ex.

MTRL
Prop.

Diameter
(in)
Street Name NEXGEN_ID Pavement
Rehab Zone
LOF COF COFxLOF Length
(ft)
Estimated
Construction
Opinion ($)
1060 2 SP STL 8 CONSUL AVE WDWM4908 No Zone 8 2 16 208 $81,000 1060 2 SP STL 8 EASEMENT WDWM2816 No Zone 8 2 16 326 $127,000 1060 2 SP STL 8 EASEMENT WDWM2817 No Zone 8 1 8 39 $15,000 1060 2 SP STL 8 EASEMENT WDWM4932 No Zone 8 2 16 356 $139,000 1060 2 SP STL 8 GRAND VIEW ST WDWM4906 No Zone 8 2 16 202 $79,000 1060 2 SP STL 8 GRAND VIEW ST WDWM4907 No Zone 8 2 16 177 $69,000 1060 2 SP STL 8 GRAND VIEW ST WDWM4935 No Zone 8 2 16 171 $67,000 1060 2 SP STL 8 HILLSIDE ST WDWM3734 No Zone 8 2 16 187 $73,000 Total $650,000
1 of 1

SIZE DEFICIENT PIPES
(Pipelines 4.0 inches to Under 8-inches in Diameter)
Figures and tables summarize size deficient pipelines 4.0 inches to Under 8-inches in diameter.

The complete size deficient pipeline dataset is provided electronically as a Shapefile.

RIDGELINE DR

GREEN RIVER RD
91 FWY

CANYON CREST DR

CRESTRIDGE DR

NICHOLAS PL

OAKRIDGE DR
91 FWY

PALISADES DR

PRADO RD

CHADWICK RD

SAN MATEO CIR

ASBURY CIR

GOLDENBUSH
DR

FOXGLOVE LN

SANTA CLARA CIR

PRADO RD

SANTA ROSA CIR

SAN CLEMENTE CIR

SANTA ELENA CIR

ALVARADO CIR

SALTBUSHCIR
M
O
U
N
TA
NI S
DI E
CIR

SWEETWATER CIR

MULEFAT
CIR

BRAEMAR LN

HIGHLAND VIEW DR

SATIN BELL DR

SAN SEBASTIAN CIR

INGRAM DR

STAR CANYON CIR

LOOKING GLASS CIR

MOUNT PALMAS CIR

INGRAM DR

SAN ALVARADO CIR
VALLEY
GLEN
DR

HIGHLAND VIEW DR
SAN
ALMADA
RD

MOUNT ELENA CIR
HIDDEN
OAK
DR

SAN RAMON DR

SUMMIT VIEW CT

MOUNT SERENATA CIR

CANYON CREST DR

MOUNT TESORO CIR

PENNY ROYAL DR

FEATHER RIVER RD

SAN CLEMENTE LN
CANYON
CREST
DR

DOMINGUEZ RANCH
RD

RUTLAND
DR

MERRY HILL
DR

EAST FORK RD

DOE SPRING RD

MERIDIAN LN
MILLBU
RY
CT

MOUNT CANTARA CIR

CRESTRIDGE
DR
SAN
PONTE
RD

MERIDIA
N
CIR

GREY BULL LN

SAN VISCAYA CIR

LARCHMONT DR

GOLDEN RIDGE DR

ALDER CREEK AVE

MOON CREST DR

MANOR WAY

RIO RANCH RD

SHADYDALE LN

SANTO THOMAS CIR

NICHOLAS PL

COPPER RIDGE DR

ELDERBERRY CIR

ROCKROSE DR

FOXPLAIN RD

AMERICAN RIVER RD

FRESNO RD

OAKRIDGE DR

NORGATE CIR
WDWM5580
WDWM5548
WDWM5555
WDWM5584
WDWM5587
WDWM5583
WDWM5588
WDW
M
5 5
8 1
WDWM 5582
WDWM5607
WDWM5611
City of Corona
´
Size Deficient Pipes
(4.0 inches to Under 8-inches in diameter)
8-inch diameter pipelines not included
Street Pavement Rehab Zone
Zone 9
Water Mains
Pipelines
Size Deficient Pipes (4.0 inches to <8-inches in diameter) Background Reference
Parcels
City Boundary
System Pressure Zone
725
within System Pressure Zone 725
System Pressure Zone
725
Size Deficient Pipes - 725 PZ
(Pipelines 4.0 inches to Under 8-inches in diameter)
*8-inch diameter pipelines not included
Zone
Ex.

Diameter
(in)
Ex.

Material
Ex. MTRL
Prop.

Diameter
(in)
Street Name NEXGEN_ID
Pavement
Rehab Zone
LOF COF COFxLOF
Length
(ft)
Estimated
Construction
Opinion ($)
725 6 CMLC CML-TW 8 ALDER CREEK AVE WDWM5607 9 4 2 8 508 $198,000 725 6 CMLC CML-TW 8 AMERICAN RIVER RD WDWM5611 9 4 4 16 942 $367,000 725 6 CMLC CMLC 8 EASEMENT WDWM5555 9 4 2 8 150 $59,000 725 6 CMLC CML-TW 8 HIDDEN OAK DR WDWM5587 9 4 2 8 195 $76,000 725 6 CMLC CML-TW 8 MERRYHILL DR WDWM5588 9 4 2 8 256 $100,000 725 6 CMLC CML-TW 8 NORGATE CIR WDWM5548 9 4 2 8 104 $41,000 725 6 CMLC CML-TW 8 SATIN BELL DR WDWM5581 9 4 2 8 331 $129,000 725 6 CMLC CML-TW 8 STAIN BELL DR WDWM5580 9 4 2 8 77 $30,000 725 6 CMLC CML-TW 8 VALLEY GLEN DR WDWM5582 9 4 2 8 478 $186,000 725 6 CMLC CML-TW 8 VALLEY GLEN DR WDWM5583 9 4 2 8 249 $97,000 725 6 CMLC CML-TW 8 VALLEY GLEN DR WDWM5584 9 4 2 8 159 $62,000 Total $1,345,000
1 of 1

RAILROAD ST

RIVER RD

RINCON ST

AUBURNDALE ST

CORYDON ST

MAPLE ST

FIRST ST

CORYDON AVE

MAIN ST

LINCOLN AVE

COTA ST

SHERIDAN ST

PARKRIDGE AVE

POMONA RINCON RD

SECOND ST

SMITH AVE

SHERMAN AVE

BUTTERFIELD DR

FIRST ST

RINCON ST

THIRD ST MOUNTAIN AVE

PARKRIDGE AVE

CORNERSTONE CIR

FIRST ST

SECOND ST

PACIFIC AVE

BELGIAN DR

ANDREA LN

HEATHER CIR

MYRTLE ST

PARKRIDGE AVE

VINE AVE

SAVI DR

PIRU CT

FALLBROOK DR

REDHEAD LN

RAPIDSPRING ST

WINDSTREAM ST

REBECCA WAY

LIMELITE WAY

SAVI DR

GREG WAY

SAMAR CT

KERN ST

SILENT CIR

SAVI DR

STETSON DR

EQUESTRIAN LN

HAVASU ST

SAVI DR

KALUS ST

SUNFLOWER CT

SERENE DR

SAVI DR

SNAPDRAGON CT

NOAH CIR

FAIRVIEW
DR

BLOSSOMCREEK LN

BLACKBURN DR

MOUNTAIN AVE

NOLAN WAY

KLAMATH CT

GENTLE CIR

ACRE ST

SAVI DR

HARRINGTON ST

HOTSPRING ST

SAGEHEN CT

NOTTINGHAM DR

BLUFF ST
RIO CT

ALBION CT

PYRAMID CT

CALAVERAS WAY

CLAVEY CT

TRENTON AVE

WILLOWCREEK DR

STAGECOACH RD

ARSENAL WAY

SUNDANCE LN

PRIMROSE LN

TANGELO WAY

BAYFIELD DR

OLEANDER CIR

NIMROD CIR

FORESTER DR

PALOS VERDE CIR

FERNWOOD CIR

KEVIN CIR

JASMINE CIR

CANYON CIR

LULLABY LN

PACER DR

WINFIELD
C
RI

KAREN LN

GREG WAY

CHEYENNE RD

QUEENSDALE CIR

MELROSE DR

SESPE WAY

ROAN CT

COUNTRY CLUB LN

PLACID DR

CHAMPLAIN DR

NIAGARA CT

BOWDOIN ST

PATRICIA PL

HOMBRE RD

LULLABY LN

ELLINGTON DR

CHEROKEE PL

FOXTAIL DR

BOLTON ST

PINECONE DR

PENROSE DR

CLOVER LN

RIDING RING RD

BENNINGTON CIR

DALE CIR

WINDSTREAM ST

TEAKWOOD PL

HEADWATER RD

PATHFINDER WAY

NEWFIELD CIR
OXFO
R
D
DR

KIPS KORNER RD

KIMBERLY WAY

DENISE WAY

OXFORD CIR

BROOKWOOD DR

ASHLAND CIR

INDIAN HORSE DR

PALOS VERDE DR

CABALLEROS RD

STEEPLECHASE WAY

EBBCREEK ST

LAKEVIEW DR

WESTERN AVE

WILD TURKEY CIR

TUFTS CIR

COLBY CIR

ASTONVILLA WAY

AMARGOSA WAY

PARKRIDGE AVE

GREENBRIAR
DR

ROSEWOOD PL

HEDGES DR

BROOKDALE DR

WAGON TRAIN ST

ROCK RIDGE CT

AMHERST ST

DOVER CIR

MERCED CT

KINGSDALE DR

WESTERN AVE

CORNERSTONE WAY

EVERTON DR

CATHERINE CIR

SHAMROCK ST

MOUNTAIN AVE

BIG SPRING CT

BROWNING CIR

MEADOWVIEW CT

ROLLING HILLS DR

PEACEFUL DR

GRANADA AVE

SHELLEY CIR

STAMFORD CT

SERENE DR

FOUR WHEEL CT

GOLDEN GATE CIR

HOMESTEAD RD

BATEMAN CIR

CESSNA CIR

NETTLE CT

GREENPOINT DR

QUEENSDALE AVE

MESA VERDE AVE

VICENTIA AVE

GREENVIEW
AVE

SANDALWOOD PL

VISTA CT

WINDSTREAM ST

TRAIL ST

WAGON WHEEL RD

CANDY DR

MARICOPA ST

NORFOLK ST
HON
EY
G
ROVE
WAY

COMMERCE ST

AIRPORT CIR

JENKS CIR

SPRINGBROOK ST

SARATOGA CIR

KLUG CIR

HUSHABYE LN

LULLABY LN

DAVRIL CIR

BELMONT CIR

DALES DR

HOLSTER ST

GENTLE DR

HIALEAH CIR

WHEATON DR

SANTA ANITA RD

BRAMBLE LN

TOP O THE WALK DR

THREE BAR LN

AMHERST ST

HILLCREST ST

HELICOPTER CIR

JENKS CIR

GLIDER CIR

FULHAM ST

BLOSSOM HILL DR

MILLSTREAM LN

CREEKSIDE LN

ELIZABETH LN

MONICA CIR

SILVERFERN LN

CITATION CIR

QUEENSPARK RD

CARTWHEEL CIR

CASTLE ROCK CIR

ROUND UP RD

CLOVERLEAF CIR

CANDLELIGHT CIR

SHADE TREE WAY

MARINA RD

STALLION DR

NORCREST ST

ACORN LN

LONESTAR DR

LONE TREE ST

WELSH DR

DOVERWOOD ST

DEL MAR RD

ROCKING RM LN

SAMAR CT

THREE BAR LN

DEININGER CIR

CARRIAGE LN

CORRAL ST

WHITE HORSE LN

DICKINSON LN

WHITMAN WAY

ADAMS CIR

NEATHERLY CIR

GRANT AVE

GARFIELD AVE
OTT ST

FERRINGTON DR

MUSTANG LN

TRANQUIL LN

SECOND ST

LAREDO LN

KENSINGTON DR

HEMINGWAY DR

CAREFREE WAY

COTTONCREEK LN

NOAH DR

LEXINGTON DR

MORGAN DR

PANORAMIC DR

JENKS DR

PADDOCK LN

ROCKCREST DR

OAKDALE ST

MAJESTIC DR

CHESAPEAKE WAY

PUBLIC SAFETY WAY

DRIFTWOOD ST

ALCOA CIR

KINGSFORD DR

PROVIDENCE WAY
MALLOY
CT

ELMHURST ST

WESTBROOK ST

CHATTERTON LN

KIPS KORNER RD

POMONA RINCON RD

BRANDYWINE LN

YORBA ST

CLEARWATER DR

MOUNTAIN AVE

AVIATION DR
WDWM7211
WDWM3609
WDWM3596
WDWM1514
WDWM7210
WDWM3592
WDWM3441
WDWM3608
WDWM3440
WDWM3625
WDWM3622
WDWM6957
WDWM3488
WDWM3543
WDWM3595
WDWM3550
WDWM3490
WDWM3594
WDWM3597
WDWM3539
WDWM3616
WDWM3438
WDWM3516
WDWM3540
WDWM3593
WDWM3610
WDWM3621
WDWM3614
WDWM3517
WDWM3523
WDWM3538
WDWM3518
WDWM3626
WDWM3435
WDWM3525
WDWM3514
WDWM3436
WDWM3612
WDWM3619
WDWM3515
WDWM7209
WDWM3439
WDWM3620
WDWM3617
WDWM3463
WDWM3591
WDWM3627
WDWM3537
WDWM3624
WDWM3484
WDWM3623
WDWM3497
WDWM3615
WDWM3492
WDWM3598
WDWM7207
WDWM3607
WDWM3603
WDWM3524
WDWM3628
City of Corona
´
Size Deficient Pipes
(4.0 inches to Under 8-inches in diameter)
8-inch diameter pipelines not included
Street Pavement Rehab Zone
Zone 4
Zone 8
Zone 9
Water Mains
Pipelines
Size Deficient Pipes (4.0 inches to <8-inches in diameter) Background Reference
Parcels
City Boundary
System Pressure Zone
780
within System Pressure Zone 780
System Pressure Zone
780
Size Deficient Pipes - 780 PZ
(Pipelines 4.0 inches to Under 8-inches in diameter)
*8-inch diameter pipelines not included
Zone
Ex.

Diameter
(in)
Ex.

Material
Ex. MTRL
Prop.

Diameter
(in)
Street Name NEXGEN_ID
Pavement
Rehab Zone
LOF COF COFxLOF
Length
(ft)
Estimated
Construction
Opinion ($)
780 6 PVC C900 8 WDWM1514 4 4 1 4 26 $10,000
780 6 AC ACP 8 ASHLAND CIR WDWM3539 4 6 4 24 268 $105,000 780 6 AC ACP 8 CANYON CIR WDWM3543 4 5 4 20 190 $74,000 780 6 AC ACP 8 DALE CIR WDWM3550 4 5 4 20 227 $89,000
780 6 AC ACP 8 DRIFTWOOD ST WDWM3607 4 7 6 42 1,047 $408,000 780 6 AC ACP 8 ELMHURST ST WDWM3524 4 7 6 42 1,236 $482,000 780 6 AC ACP 8 GENTLE DR WDWM3624 4 7 6 42 600 $234,000 780 6 AC ACP 8 GENTLE DR WDWM3627 4 7 4 28 498 $194,000 780 6 AC ACP 8 GRANADA AVE WDWM3514 4 7 4 28 321 $125,000 780 6 AC ACP 8 GRANADA AVE WDWM3523 4 7 4 28 300 $117,000 780 6 AC ACP 8 GRANADA AVE WDWM3525 4 7 4 28 311 $121,000 780 6 AC ACP 8 GREENPOINT DR WDWM3538 4 6 4 24 305 $119,000 780 6 AC ACP 8 GREENPOINT DR WDWM3540 4 6 4 24 288 $112,000 780 6 AC ACP 8 HEATHER CIR WDWM3484 4 6 6 36 637 $248,000 780 6 AC ACP 8 HUSHABY LN WDWM3617 4 7 4 28 405 $158,000 780 6 AC ACP 8 LINCOLN AV WDWM7207 4 7 6 42 799 $312,000 780 6 AC ACP 8 LINCOLN AV WDWM7209 4 7 4 28 388 $151,000 780 6 AC ACP 8 LINCOLN AV WDWM7210 4 7 4 28 58 $23,000
780 6 AC ACP 8 LINCOLN AV WDWM7211 4 7 3 21 2 $1,000
780 6 AC ACP 8 LULLABY WDWM3608 4 7 4 28 141 $55,000
780 6 AC ACP 8 LULLABY WDWM3625 4 6 4 24 154 $60,000
780 6 AC ACP 8 LULLABY LN WDWM3620 4 7 4 28 405 $158,000 780 6 AC ACP 8 MEADOW VIEW AVE WDWM3596 4 6 3 18 11 $4,000 780 6 AC ACP 8 MEADOWVIEW ST WDWM3597 4 6 4 24 246 $96,000 780 6 AC ACP 8 MEADOWVIEW ST WDWM3598 4 6 6 36 765 $298,000 780 6 AC ACP 8 MELROSE DR WDWM3591 4 7 4 28 494 $193,000 780 6 AC ACP 8 MELROSE DR WDWM3593 4 7 4 28 290 $113,000 780 6 AC ACP 8 MELROSE DR WDWM3594 4 7 4 28 243 $95,000 780 6 AC ACP 8 MELROSE DR WDWM3595 4 6 4 24 195 $76,000 780 6 AC ACP 8 MILLSTREAM LN WDWM3463 4 5 4 20 436 $170,000 780 6 AC ACP 8 NEATHERLY CIR WDWM3492 4 6 6 36 713 $278,000 780 6 AC ACP 8 NEWFIELD CIR WDWM3490 4 5 4 20 233 $91,000 780 6 AC ACP 8 NIMROD CIR WDWM3488 4 5 4 20 170 $66,000 780 6 AC ACP 8 NORCREST ST WDWM3537 4 6 6 36 542 $211,000 780 6 AC ACP 8 NORMANDY TERR WDWM3436 4 7 4 28 321 $125,000 780 6 AC ACP 8 NORMANDY TERR WDWM3438 4 7 4 28 272 $106,000 780 6 AC ACP 8 NORMANDY TERR WDWM3439 4 7 4 28 390 $152,000 780 6 AC ACP 8 PARKRIDGE AVE WDWM3628 4 6 6 36 1,573 $613,000 780 6 AC ACP 8 PEACEFUL DR WDWM3615 4 7 6 42 665 $259,000 780 6 AC ACP 8 PEACEFUL DR WDWM3626 4 7 4 28 307 $120,000 780 6 AC ACP 8 PLACID DR WDWM3435 4 7 4 28 310 $121,000 780 6 AC ACP 8 PLACID DR WDWM3616 4 7 4 28 271 $106,000 780 6 AC ACP 8 PLACID DR WDWM3619 4 7 4 28 359 $140,000 780 6 AC ACP 8 PLACID DR WDWM3621 4 7 4 28 293 $114,000 780 6 AC ACP 8 PLACID DR WDWM3622 4 7 4 28 156 $61,000
780 4 AC ACP 8 PRIMROSE LN WDWM6957 4 5 4 20 167 $65,000 780 6 AC ACP 8 RIVER RD WDWM3497 4 5 6 30 669 $261,000
780 6 AC ACP 8 ROLLING HILLS DR WDWM3515 4 7 4 28 360 $140,000 780 6 AC ACP 8 ROLLING HILLS DR WDWM3516 4 7 4 28 284 $111,000 780 6 AC ACP 8 ROLLING HILLS DR WDWM3517 4 7 4 28 299 $117,000 780 6 AC ACP 8 ROLLING HILLS DR WDWM3518 4 7 4 28 307 $120,000 780 6 AC ACP 8 SERENE DR WDWM3440 4 7 4 28 153 $60,000
780 6 AC ACP 8 SERENE DR WDWM3441 4 7 4 28 130 $51,000
780 6 AC ACP 8 SERENE DR WDWM3609 4 7 3 21 3 $1,000
780 6 AC ACP 8 SERENE DR WDWM3610 4 7 4 28 292 $114,000 780 6 AC ACP 8 SERENE DR WDWM3612 4 7 4 28 330 $129,000 780 6 AC ACP 8 SERENE DR WDWM3614 4 7 4 28 296 $115,000 780 6 AC ACP 8 TRANQUIL LN WDWM3623 4 7 6 42 661 $258,000 780 6 AC ACP 8 WESTBROOK ST WDWM3592 4 7 4 28 124 $48,000 780 6 AC ACP 8 WESTBROOK ST WDWM3603 4 7 6 42 1,124 $438,000 Total $8,992,000
1 of 1
WDWM5191

CALIFORNIA AVE

AUTO CENTER DR

RIVER RD

PROMENADE AVE

SHERMAN AVE

BUCHANAN ST

SECOND ST

COTA ST

EL CAMINO AVE

HIDDEN VALLEY PKWY
15 FWY

GRAND BLVD

TAYLOR AVE

POMONA RD

KIRKWOOD DR

COLLETT AVE

GARRETSON AVE

RADIO RD

AUBURNDALE ST

HAMNER AVE

SERFAS CLUB DR

MONTOYA DR

SHERMAN AVE

NORCO HILLS RD

SAMPSON AVE

CORYDON ST

KELLOGG AVE

MAPLE ST

FIRST ST
JOY ST

MAGNOLIA AVE

EIGHTH ST

BUENA VISTA AVE

EIGHTH ST

TENTH ST

BELLE AVE

MERRILL ST

CRESTA RD

OLIVE ST

CORYDON AVE

BORDER AVE

PARKRIDGE AVE

HARRISON ST

MCKINLEY ST

MANGULAR AVE
15 FWY

GREEN RIVER RD

THIRD ST

SIXTH ST

RAILROAD ST

RIDGELINE DR

SHERIDAN ST

SMITH AVE

PICO ST

RINCON ST

LINCOLN AVE

BLAINE ST

SANTANA WAY

CITRON ST

SIXTH ST

UPPER DR

MAIN ST

ONTARIO AVE

KELLOGG AVE
91 FWY

RIMPAU AVE

BUTTERFIELD DR

GRIFFIN WAY

FULLERTON AVE

FIRST ST

COMPTON AVE

EL SOBRANTE RD

STEVEN DR

INDIANA AVE

RINCON ST

INDIANA AVE
91 FWY MOUNTAIN AVE

MAGNOLIA AVE

PRADO RD

THIRD ST

PALISADES DR
91 FWY
15 FWY

LINCOLN ST

FIRST ST

HARLOW AVE
CALIC
O
C
T

SILVER SPRINGS PL

SHETLAND CT

DODGE WAY

CLYDESDALE
CT

DIXIE LN

WIMBLEDON DR

PARKRIDGE AVE
D
U
MIT
R
U
WAY

IRONSIDES CIR

TRAIL ST

ENVOY AVE

HARVILL LN

CANYON CREST DR

SAN MATEO CIR

ASBURY CIR

ATWOOD CIR

EVENINGWIND DR

CORNERSTONE CIR

SECOND ST

WOLFSON CIR

MOUNT HUMPHRIES CIR

CRYSTAL RIDGE CIR

FIRST ST

SECOND ST

BENIDORM CIR
C
O

OL DI GE CIR

KNOX CIR

GARRETSO
N
AVE

RED ROCK WAY

WHITEWOOD CT

SANTA CLARA CIR

PACIFIC AVE

MONIF CIR

SAN JACINTO CIR

WILDLIFE RD

SKYRIDGE DR

CANTERBURY CIR

BELGIAN DR

COOLIDGE ST

EMERSON CIR

MAVERICK CIR

PRADO RD

EL TORO CIR

SANTA ROSA CIR

ZIRCON ST

TODD CIR

WELLINGTON CIR

SAN CLEMENTE CIR

WILDOAK WAY

CROSS RAIL LN

WARMBLOOD WAY

PASOFIN
O
P
L

INDEPENDENCE CIR

SHIRE PL

SHADOW VALLEY DR

ARTHUR CIR
O
CELOT
CIR

CORONA AVE

ROOSEVELT CIR
YELLO
WSTO
NE CIR
H
OBART
CIR
COLFAX
CIR

CHEETAH CIR

NIGHT HAWK CIR

SPRINGHILL CIR

PACIFIC RD

HONDO CIR

RIVERVIEW CIR

JONLIERE CIR

AMETHYST CIR

WOODHOLLOW CIR

RAINBOW FALLS CIR
QUIET
M
EADOW
CIR

MIRA VISTA CIR

ANDREA LN

SOMERSET CIR

SANTA ELENA CIR
LA
SALLE
C
RI

HEATHER CIR

YOSEMITE
CIR
C
O
R
P
O
RATE

TERRACE CIR

RADIO RD

MONROE CIR

HARNESS LN

SWEETWATER CIR

MYRTLE ST

PARKRIDGE AVE

MERGANSER CIR

CORONA CIR

INDEPENDENCE
CIR

VILLA MONTES CIR

LARAMIE CIR

CONESTOGA ST

CRESTMONT CIR

LOGAN CIR

COVINGTON CIR

CHATAM CIR

HUXLEY CIR

JEPSON CIR
LEU
C
A
DIA
CIR

SINSONTE CIR

BAINBRIDGE
CIR

CAMINO DEL NINOS CT

PASEO TASCO CIR

ACAPULCO CIR

QUARTZ CIR

JEAN MARIE CIR

CAROLINA CIR

VIA PARAISO CIR

LA TREMOLINA CIR

CARLYE C IR

HILLSHIRE CIR

NOTRE DAME CIR

CORAL GABLES CIR

LENAI CIR

LAS ME R C
EDES
C
RI
TEMES
CAL
CIR

PRESIDIO CIR

WARDLOW RD

PEBBLEHILL CIR

TRAILSIDE CIR

RAINTREE PL

TERRA CIR

DESERT WILLOW LN

MEADOWCRESTCIR

ALVARADO CIR

LADERA CIR

TAMPICO
CIR

RIVER ROCK RD

CALHOUN CIR
COSTA
BRAVA
CIR

VALLEYWOOD CIR

ATHERTON CIR
L
NI DEN
CIR

PRINGLE CIR

RIDGECREST CIR
S
U
M

MITPOIN
TE C
RI

MULEFAT CIR
SAG
ELEAF
CIR

BIG DIPPER CIR

EVENING STAR CIR

BULRUSH CIR

STARBRIGHT CIR

ELDERBERRY CIR

POINTE VISTA CIR

VIEW CIR

CHINOTTO CIR

LA VAUGHN CIR

ARCHER CIR

SALTBUSH CIR

CELESTIAL CIR

BOUQUET CIR

ORLEANS CI R

STONEY CREEK CIR
DON
LUIS
CIR
VALLEY
VIEW
AVE

DOE SPRING CIR

ALBRIDGE
DR

MOUNTAINSIDE CIR

BEECHNUT LN

SMOKEWOOD DR

GRANT AVE

CORONA AVE

EL SOBRANTE RD

MEYER CIR

RADIO RD

REED CIR

BURR ST

NORWICH WAY

MOUNT HUMPHRIES ST

THIRD ST

LORNA ST

SAVI DR

RICHEY CIR

SAVI DR

BLUEJAY LN

SIERRA AVE

RICHEY CIR

MARTINA
C
RI

CASTELAR CT

MATHEWS PL

ARBOR GLEN CT

SHERIDAN ST

ORANGEGROVE CIR

THIRD ST

SAVI DR

PIRU CT

FALLBROOK DR

SUNGATE DR

MEADOWOOD ST

ELM CIR

TREEHOUSE LN

SUNVALLEY LN

DORADO ST

REDHEAD LN

RAPIDSPRING ST

PIERCE ST

INN KEEPER LN

SAN RAFAEL DR

ELSA CT

WINDSTREAM ST

IVY CIR

REBECCA WAY

LIVE OAK PL

LIMELITE WAY

BIRCH CIR

ISABELLA WAY

NAPOLI CT

ROBLES PL

GREG WAY

DEL MAR WAY

FANNING CIR

BROADMOOR CT

OAK AVE

HARBOR ST

PEBBLE BEACH CT

MINTAGE LN

STONEYBROOK DR

CRESTVIEW
DR

MAXWELL LN

HILLSIDE AVE

MCKINLEY ST

RICHEY CIR

FORUM WAY

VALLEY VIEW AVE

SAMAR CT

ELDERWOOD DR

GRANT ST
MILLC
REEK
PL

KERN ST

SILENT CIR

HOWARD ST

ENGELMANN DR

SAVI DR

FAN PALM DR

BYRON ST

SATIN BELL
D
R

BREEZEWOOD ST

TREEHOUSE LN

TANGERINE ST

HAVASU ST

BURNING TREE DR

MERRILL ST

PERSIMMON ST

S AV I DR

SAVI DR

CHERRY HILLS CT

SAINT ANDREWS CT
LA
TER
RAZA
CIR

ROSEGLEN WAY

INGRAM DR

WEXFORD CIR

NICE DR

STONE PINE LN

KALUS ST

SUNFLOWER CT

SERENE DR

SAVI DR
MALAGA
ST

SAVI DR

SNAPDRAGON CT

COYOTE DR

ALTURA CT

COUSINS CIR

NOAH CIR

MANCERO CIR

TAMARACK DR

ONYX CIR

SAN CARLOS CIR

MARSHALL LN

KINGSTON DR

FAIRVIEW DR

HIGHPOINTE DR

NEECE ST

BLOSSOMCREEK LN

SAN SEBASTIAN CIR

BLACKBURN
DR

BAYWOOD DR

MOUNTAIN AVE

HIGHPOINTE DR

NOLAN WAY

STATE ST

SEDLOCK DR

LA CRUZ CIR

KLAMATH CT

GENTLE CIR
SA
N
RE
M
O
DR

CLEGHORN
DR

SAN ANTONIO PL

STETSON CIR

WILDWOOD PL

TABITHA WAY

SAVI DR

MELODY CIR

RALEIGH CIR

LAKESIDE PL

HARRINGTON ST

HOTSPRING ST

HIGHPOINTE DR
D
AVIS
ST

GERRY CIR

LOMBARDY LN

DOE SPRING RD

GENOVA DR

WYNGATE CT

DAFFODIL ST

INN KEEPER LN

BELLE AVE

HAMLIN CIR

ARLINGTON WAY

SAGEHEN CT

SUN RAY CT

DIPLOMAT AVE

ELEVENTH ST

ATLANTIC DR

FAIRMONT DR

GRAPEVINE DR

FERNDALE CT

DAWN RIDGE DR

LOOKING GLASS CIR
M
C

NEIL CIR

BELGION PL

BURR ST

SUE CIR

MAYOR CT
BALDY
VIEW
CIR

MOON CREST DR

TOYON PL

SAVONA DR

GOLDENEAGLE DR

SHERIDAN CIR

HIDDEN COVE DR

STATE ST

MCDONALD LN

MERRILL CIR

WILDERNESS CIR

NOTTINGHAM DR

RANCH VISTA RD

OAKMONT CT

SHINING STAR LN

BLUFF ST

PORTOLLA ST
E ST

MILES CIR
RIO CT

ALBION CT

LA PAZ CIR

MIRAFLORES DR

NIGUEL ST

PRIVET CT

PYRAMID CT

MOUNT PALMAS CIR

PLATT CIR
CA
R

DIFF ST

GREY BULL CIR

IRONWOOD PL

RAMONA AVE
RICHEY
ST
ELK
E
R
R
D

CALAVERAS WAY

BRIARWOOD ST

TEMESCAL ST

PROMENADE AVE

WHEELER CIR

REDTAIL
D
R

CLAVEY CT

EATON ST

STETSON DR

COUNTRY ROSE CT

BUENA VISTA AVE
OSO DR

FRANCIS ST

APRICOT PL
EAG
LESN
EST
DR
ENCINO
P
L

FUNSTON WAY

SAN ALVARADO CIR

GRIFFIN
WAY

CLAUDIA ST

CRESTVIEW ST

FRANCIS ST

VIEWPOINTE LN

SHERMAN AVE

TRENTON AVE

FIELDSTONE CIR

DYER WAY
CALICO
CIR

BELLA VISTA WAY

SUSANNE ST

PIKE DR

SUNGATE DR

WILLOWC
RE
E
K
DR
SAN

NICHOLAS
CT

VERAMAR
CT

BOLLERO RD

FRANCIS ST

SALVADORI CIR
IDA ST

PASEO AZUL WAY

TOMPKINS CIR

POCHARD CIR

CORAL CIR

MORGAN PL

RUGBY CT

STAGECOACH RD

VALLEY GLEN DR

HOLLYGLEN CIR

CAITLIN CIR

DEPOT DR

TRIADORST

MIRASOL LN

CEDARWOOD CIR

ARABIAN WAY

ROXANNE LN

ETHEREAL CT
DAY
STAR
CIR

ALLISS CT

CORONA POINTE CT

KENDRICK CIR

EVERGREEN LN

MAXINE CIR

PELICAN LN

SAN BAUTISTA DR

ALMERIA ST

ARSENAL WAY

FILBERT ST

SAN LORENZO LN

CONSUL AVE

DYLAN CIR

CORAL GABLES WAY

GRAYWOOD
CT

MILLHOUSE CT

PARKSIDE DR

BERWICK AVE

BUTTONWOOD CIR

ASHLAND PL

GODDARD WAY
G
RACELA
N
D
WAY

REINDEER CT

OAKBURL CIR

WHITECLIFF WAY
CA
N
YO
N
VIEW
C
RI

VISTA REAL ST

ALLEN DR

VISTA DEL CERRO DR

AUTUMN WALK DR

PRIMROSE LN

SOLANO ST

PUESTA DEL SOL CT

SUNSET LN

HOLIDAY CT

MONTEREY RD

LAHAINA CT

CADIZ ST

CRESTA RD

ORANGE HEIGHTS LN

GOLDEN TREE CT

GILBERT AVE

SHENANDOAH
RD

SENA ST

HAMPTON
CIR
VISTA
D
E
L
CER
RO
D
R

ELMCREST DR

BERKLEY CIR

TEMESCAL ST
SAN
ALMADA
RD

OUTPOST DR

FAIRMONT DR

HENDRICKS CIR

TANGELO WAY

VISTA COLINA CIR

BAUER CT

AZTEC LN

CEDAR GLEN DR

MOUNT ELENA CIR

BAYFIELD DR

MATARO LN

WILDFLOWERCT

ELYSIA ST

GARDEN CIR

CAMDEN LN

WILLARD WAY

SOFIA LN

ROWENA DR
G
A
RLA
N
D
WAY

CLAYVILLE WAY

ARBORWOOD CIR

PRINCELAND CT

JUNE BUG CT

MISTY MOUNTAIN DR

ALSACE CIR

BLUEBLOSSOM CT

NANNERS WAY

JACARANDA ST

NEWHALL DR
CIM
A
R
RO
N
PL

ARABIAN PL

MARGARITA DR

OLEANDER CIR

LYNFORD WAY

IRON BARK RD

TAROCCO DR

DIAMOND VIEW CIR

HARLEY LN

FORD ST

RANCH VISTA RD

JANUARY CT

STAR CREST LN

CANNES DR

VISTA DEL
C
E
R
RO
D
R
HIDDEN
OAK
DR

NIMROD CIR

COUNTRY ROSE LN

JEFFERSON CIR

ROSEMARY CIR

LINDSEY
LN

HIBISCUS ST

MESA ALTA CIR

HILGARD ST

DARTMOUTH ST

DANA ST

MOUNT NIGUEL CIR

SUGAR LN

HUDSON AVE

FREEPORT DR

REMINGTON ST

TRADEWIND PL

JUNEBERRY CIR

ROBIN CT

FORESTER DR

PLUMWOOD
CIR

ROSAS CT

NORTHSTAR CIR

LAS COLINAS CIR

PINCHOT WAY

SOLAR CIR

VIEWCREST CT
RIDG
EC
REST
D
R

PALOS VERDE CIR

GOLDENBUSH DR

METRO PL

FERNWOOD CIR

KEVIN CIR

BRIDLEWOOD CIR

COMBS WAY

EVENING STAR LN

MESA DR

BIRMINGHAM DR

HARVARD CIR

CORFU WAY
L
E
ROY
D
R

TURNBERRY LN

JASMINE CIR

TOUCAN DR

BARCELONA ST

FALCONCREST DR

FLORENCE ST

HIDDEN HILLS WAY

FUCHSIA
ST

RIDGEWOOD DR

TANFORD LN

DILL CIR

MIRA MONTE ST HACKNEY PL
EM
E

RALD ST

VIA COMO CT

HEAVENLY WAY

CANYON CIR

HARDING RD

GILMORE DR
NOTRE
DAME
WAY

LAURELWOOD CIR

MANITOBA CIR

LULLABY LN

WATERFALL LN

SILKWOOD DR

OLIVIAMAE CIR

FAN BAY PL

LAUREL LEAF PL

REDWING CIR

JACKFROST CT

MONARCH DR

WESTERN AVE

SUMMIT DR

RICHEY ST

QUIVERO CIR

WILLOWSPRING LN

FALCON CIR

BISHOP WAY

BAYBERRY DR

STARDUST CIR

MAYFLOWER CT

MOYANO ST

KILWORTH DR

PEACOCK LN

VIA ALBA CT

APRIL DR

SARAH CT

PEPPER TREE LN

CAMINO SAN BENITO DR

BASSWOOD ST

TULARE DR

JOSHUA VILLA LN

WINFIELD
C
RI

HIDDEN CREEK ST

PIMPERNEL DR

PIAFFE PL

PURDUE CIR
EUREKA
ST

ALLEGRE CIR

KAREN LN

WOODCREST CT

MASON PL

BLUEBIRD LN

GREG WAY

PORTSMITH RD
RAWLEY
ST

LINCOLN ST

LA ENTRADA AVE

RIMROCK CIR

DEBORA RAE DR

ATALLAH DR

KEYWEST DR

PORCH ST

RAINBROOK WAY

SHERIDAN ST

DECEMBER CT
LA
TER
R
A
Z
A
CIR

MOUNTAIN SHADOWS DR

CHEYENNE RD

BERYL LN

QUEENSDALE CIR

ORCHARD CREST LN

VIA CORAZON DR

COLDWATER CT

LA TIERRA ST

TANGLEWOOD DR

MELROSE DR

SPRINGHILL DR

CARMEL CIR

PARK CIR

CURRY CT

SUN CANYON ST

MONTEZUMA DR

GREER DR

SAN RAMON DR

TESORO WAY

SAN SIMEON DR

FLAMINGO DR

BEAR RD

SESPE WAY

MATTERHORN DR

OLINDA ST

COOPERS AVE

FENNEL DR

TYGAR WAY
REXFO
R
D
WAY

BEGLEY CIR

VIA PARAISO WAY

HAWTHORNE
DR

SUMAC PL

SPRING MEADOW DR

DEERCREEK DR

ROXBURY
DR

ROAN CT

COUNTRY CLUB LN

KROONEN DR

PLACID DR

PAJERO DR

APPLE BLOSSOM LN

CHAMPLAIN DR

MAHOGANY ST

NIAGARA CT

BOWDOIN ST

TOULON DR

WEATHERWOOD RD

POPPY ST

PATRICIA PL

SAN MARCOS LN

WINDSONG ST

RICHEYCIR

LUCAS PL

DOGWOOD CIR
PALO
CEDRO
DR

RAMSGATE DR

DEERFIELD
CIR

NOBLE WAY

HOMBRE RD

NOVEMBER
DR

SOMERDALE ST

CANTERBURY ST

GAGNON CIR

MOON BEAM LN

SWITCHBACK LN

PADRE WAY

VIXEN TRAIL CIR

SHAFFER ST

GINGER LN

SUNDANCE AVE

RADCLIFFE DR

SUMMIT VIEW CT

EATON ST

VONITA CIR
SILVE
R
OAK
D
R

CLIFFSHIRE AVE

KENTFIELD WAY

TEMESCAL AVE

WOODSIDE CT

PATRICK CT

APPLEGATE CIR

DUBRINA WAY

CATTAIL DR

BIRCHLEAF DR

BRIANNA WAY

LULLABY LN

BRIARVALE ST

WINDPINE DR

HANNUM DR

ELLINGTON DR
YASMEN
T
S
T

CHEROKEE PL

ROYAL OAKS CIR

MOUNT SERENATA CIR

JADESTONE LN

FAITH ST

LAFAYETTE CIR

CREEKWOOD CT

FOXTAIL DR

MOSS CREEK CIR

TAFT LN

MARINER CIR

LORI CT

WYATT PL

BOLTON ST

BOON PL

CANYON VIEW LN

SMERBER RD

CLASSICO WAY

SANDIA ST

PINECONE DR

TREELINE DR

WELLESLEY
DR

BROCKTON DR

LA VENTANA CIR

CANYON CREST DR

PENROSE DR

WESTPARK LN

HARVEST CIR

BOULDER DR

CHASE DR

MOUNT TESORO CIR

SAVONA DR

VIA CIELO DR

ALASTAIR CIR

BEVERLY RD

WISTERIA WAY

THISTLEWOOD LN

LAGUNA DR

TORREYANNA CIR

BOSTON DR

ALPS RD

FOREST OAKS DR
FO
U
R
KIN
G
S
ST

THOROUGHBRED LN

WHISPERING WIND LN

SEVENTH ST

FOUR SEASONS RD

FLORA SPIEGEL WAY

SANT CROIS LN

STAN GRUBE DR
RO
C
H

ELLE LN

ROYAL CIR

GARETH CIR

CURRY CIR

JUST RIGHT WAY

HALEY TALBERT
DR

EQUESTRIAN LN

BUSH CIR

EL PASO DR

LANCASTER LN

REDBERRY
LN

FALLENLEAF DR

SURREY CIR

KIM WAY

NEW HAMPSHIRE DR

ELLESMERE DR

FOUR SEASONS RD

CARLENE CIR

PECAN CIR

ALMOND DR

BRIDGEWOOD CIR

AUGUST CIR

CURTIS DR

CULLUMBER DR

CLOVER LN

ALLEGRE DR

LEYENDA DR

VISTA DEL MONTE WAY

WINTERGREEN LN

OCTOBER CT

LA VISTA AVE

RIDING RING RD

GREENFIELD DR

CORBETT
ST

PENNY ROYAL DR

HUNTFIELD ST

GLICKMAN CT

LAS LUNITAS LN

COLLETT AVE

SAPPHIRE LN

DEVONSHIRE
DR

BENNINGTON CIR

JOHNSON
CIR

NEW ENGLAND DR

SILVERCREEK RD

MADISON LN

DALE CIR

VIEWTOP CIR

BIGHORN DR

ATHLONE CIR

COLONIALDR

MANZANITA RD

QUEBEC AVE

FEATHER RIVER RD
KEYSTO
N
E
CIR

WINDSTREAM ST

GROVE AVE

SABINA PEAK CIR

GALISTEO
ST

CAJON DR

SAN FERNANDO DR
SAN

CLEMENTE
LN

ROCA CIR

SIENNA LN

INDIGO HILLS DR

OTHELLO LN

TEAKWOOD PL

PASTORAL CT

SUNCREST DR

CASANDRA LN

HERON DR

WINDSOR CIR

WELLER WAY

SAINT JAMES DR

CRESTVIEW ST

TREEMONT PL
HIG
H
LA
N
D
VIEW
DR

JUNE DR

MORAB WAY

CHISHOLM TRAIL CIR

WILLITS DR

RIVERHILL PL

NIGHT SHADOW LN

SKORHEIM WAY

HEADWATER RD

PATHFINDER WAY

DAWES LN
RED
DAWN

VIEW CIR

MARIGOLD CIR

NEWFIELD CIR

LA DOCENA LN
O
XFO
RD
DR

PENELOPE LN

RIVERWOOD WAY

KIPS KORNER RD

KIMBERLY WAY

DENISE WAY

RIVERBEND CIR
C

RESTRIDG
E
D
R

MARYSA KATHRIN ST

RUSSELL DR

OXFORD CIR

DOMINGUEZ RANCH RD

DANA ST

PLAYA BLANCA CIR

COVENTRY CIR

FARGO CIR

TWILIGHT
CIR

WHISPERING TREE LN

BRIDLECREST RD

TWINLEAF LN

BRONWYN DR

MADERA CIR
WEM

BLEY LN

VIVIAN CIR

STAR CANYON CIR

EAGLE CIR
BRITTA
N
Y
D
R

WINSTON WAY

HIGHRIDGE DR

BROOKWOOD DR

ASHLAND CIR

YUCCA DR

WINTHROP DR

SCARBOROUGH CIR

RICHEY CIR

SILKTREE PL

DREAMSICLE WAY

RUTLAND
DR

MINNESOTA RD

PELE WAY

SAN ANTONIO DR

WALDORF DR

DOVE CIR

INDIAN HORSE DR

HIGINBOTHAM WAY

HERITAGE DR

BARBRE CIR
LA
PALMA
CIR

POLARIS
DR

MONTICELLO DR

OLDENBURG LN

SAINT EDWARDS CIR

VENTURA AVE
ASH ST

NABIL CIR

OVERLAND LN

PALOS VERDE DR

JOCELYN SHELBY WAY

WILKE DR

PRESIDIO LN

HIGHCLIFF CIR

QUAIL CIR

GROVEWOOD DR

CABALLEROS RD

STEEPLECHASE WAY

EBBCREEK ST

ATLANTIC CIR

ASTORIA ST

SUGARBERRY LN
C
OLD
S
P
RIN
G
S
L
N

TETON DR

PINYON CIR

LAKEVIEW DR

EARL ST

GALATEA WAY

MULBERRY LN
JU
DITH
CIR
M
E
RRY
HILL
DR

PINNACLE CIR

LENITA CIR

VICENTIA AVE

QUINCE ST
VALO
R
CIR

WESTERN AVE

VIEWTOP LN

WILD TURKEY CIR

ALLEGHENY ST

IRIS CIR

BURNETT CIR

TAFT CIR

CORIANDER CIR

MARY CLARE ST

WINDWOOD DR

SAN JACINTO DR

PEARL ST

VICTORIA AVE

VALLEYWOOD ST

BILTMORE DR

DOWNING CT

LEAH NAOMI DR

KENNEDY DR
EST
RADO
D
R

TUFTS CIR

NIGHTWIND CIR

BRIDGEWOOD ST

COTTONWOOD ST

VICENTIA AVE

WINDSTORM WAY

COLBY CIR

SOUTH CLIFF CT

SINGING WOOD DR

FRAMINGHAM LN

GILMORE DR

SKYLINE
DR

SECOND ST

COURBETTE DR

LACEY OAK DR

HOWARD ST

COLBERN DR

SUNVALLEY LN

LAS COLINAS CIR

WRIGHTWOOD RD

BRADFORD CIR

MAGDALENA CIR

SALEM DR

DE ANZA CIR

COX WAY

DALGETY ST

TERRA DR

ASTONVILLA WAY

CHESTNUT CIR
MOU
NTAIN
GATE
DR

AMARGOSA WAY
STEVE
N
D
R

BOX CANYON
RD

GLENBUSH CIR

MADAGASCAR DR

PARKRIDGE AVE

REGENT CIR

OLD MILL RD

SADDLEBACK DR

MIRAGE WAY

EAGLEROCK DR

MOUNTAINSIDE DR

GREENBRIAR DR

TRUDY WAY

ROSEBUD CIR

ROSEWOOD PL

CARTER LN

MILLER CIR

HANNOVER ST

PAMELA ST

HEDGES DR

MAPLELEAF DR

HAWK CIR

COACHMAN LN

HERMOSA DR
JONAH
DR

RAPHAEL DR

HEADSTALL CT

CRESTVIEW ST

TUMBLEWEED
CIR

BROOKDALE DR

WAGON TRAIN ST

PALOMAR DR

YARDLEY WAY

DOHERTY ST

ROCK RIDGE CT

FERNLEAF LN

TOPAZ ST

SAW MILL RD

MEADOWVIEW DR

ANDREW LN

BUTTERNUT LN

CAMELOT DR

MARIE ST
EA
S
T FO
RK
RD

LAUREN MARCELLA DR

PICASSO CIR

WINDWOOD DR

VICENTIA AVE

GAMBEL DR

HANNUM CIR

AMHERST ST

PETUNIA WAY

BELLE AVE

YALE CIR

PAMELA ST

CONESTOGA
ST

CHASE DR

SWEET RAIN CIR
PAT
RIOT
WAY

YORKSHIRE WAY

CAPISTRANO ST

MARIE ST

BARLEY LN

STEPHANIE DR

SUNVALLEY LN

DOVER CIR

VIA LA BRISA
L
N

PAMELA ST

AZALEA CIR

BIG DIPPER DR

ORLEANS WAY

CANYON CREST CIR

ROSE CIR

LINCOLN AVE

MERCED CT

HOLLY CIR
WE
L
L
E
S
L
EY
D
R

JUNE CT
SAINT
HELE
NA
D
R

STEEPLE CHASE CIR

LA TREMOLINA LN

PEARWOOD LN

ANDALUZ WAY

KINGSDALE DR

CORNELL CIR

NORTHMOOR DR

LOCUST ST

STARGATE CIR

STONEWALL DR

MONDALE ST

VIA RYAN DR

POPLAR LN
R
AY
M
O
R
AVE

NINA LN

GLOUCESTER LN

VIXEN TRAIL ST

CEDAR ST

ASPEN ST

MORNING STAR DR

CORNERSTONE WAY

EVERTON DR

ELLIOT DR

ARDEN CIR

BIRCH ST

SWEET RAIN WAY

RESERVOIR DR

GINGER CIR

CINDY CT

ORANGE HILL DR

BERKSHIRE
CIR

CATHERINE CIR

CHEROKEE RD

LAGUNA DR

BARTH ST

CRESTVIEW ST

SPRING CREEK WAY

MONTEREY PENINSULA DR

SWAN LN

MERGANSER DR

HUERTA WAY

KENDALL ST

NEWHALL DR

SHAQUILE ST

SAFFRON CIR

POTOMAC DR

SHAMROCK ST

CHALGROVE DR

MOUNTAIN AVE

MISTY RIDGE LN

COVENTRY ST

MOUNT KILIMANJARO CIR

CELERY LN

DOUGLAS WAY

SUMMER GLEN
DR

BIG SPRING CT

FREEDOM DR

ELGIN WAY

PLUM ST
E
ST
RA
D
O
C
RI

ROOSEVELT ST

MIRA VISTA WAY

MANDARIN DR

CANDLEWOOD ST

BURRERO WAY

DARTMOUTH CIR

PUEBLO RD

LILAC ST

BROWNING CIR
DA
KIN
D
R

LANCAST
E
R
CIR
C

RESTLINE D
R

EXETER WAY

MEADOWVIEW CT

SUNKIST CIR

SNOWDRIFT DR

GARDEN GROVE AVE

HYDE PARK CT

ROLLING HILLS DR

HEMLOCK CIR

ELMVIEW DR

TAYLOR AVE

OLIVEWOO
D
C
RI

PEACEFUL DR

COTTONWOOD CIR

COTTAGE DR

SUNDANCE LN

CRANBERRY LN

GRANADA AVE

BEAR PASS DR

DOVE ST

VERANDA LN

SOMERDALE ST

MARCH WAY

ROSSER DR

BERRYWOOD CT

MERIDIAN
LN

WAVERLY AVE

LAKEPORT LN

SHELLEY CIR

JOHNSON
LN

PERA ST

JOSHUA TREE LN

DAISY CIR

HARLOW AVE

NEWCASTLE WAY

ALSACE DR

CORAL ST
FIR ST

SANDSTONE LN

SAN JUAN ST

ANDES WAY

AVOCADO ST

WAGONER LN

FEATHER PEAK DR

SINAI CIR

MARIE ST

SHOOTING STAR LN

BELLE AVE

DEAVER DR

AZURE LN

STAMFORD CT

TUNDAR LN

ANDALUSIAN DR

DRESSAGE LN

MERRILL ST

MOUNT CANTARA CIR

LEMON ST

MEADOWLARK CIR

DOGWOOD DR

DANA CIR

BEGLEY DR

OAKLAND WAY

MIRA VISTA CT

BELVEDERE CIR

LIME ST

SERENE DR

JENNY WAY

VICTORIA AVE

MAYWOOD CIR

ORANGE ST

MAMMOTH LN
CARLEN
E
ST

CUMBERLAND ST

TAYLOR ST

PEONY ST

HIGH KNOLL CIR

ACACIA ST

LOCKWOOD CIR
ELM
ST

BARKER LN

TIVERTON WAY

ASHLAND PL

EUCALYPTUS AVE

GOLDEN GATE CIR

WILLIAM ST

MOUNT THOMPSON CIR

HOMESTEAD RD

WINSTON CIR

CHICAGO ST

EXETER AVE

SHADOWGLEN WAY

DEL NORTE DR

FAIROAKS LN

JEAN MARIE ST

ADIRONDACK DR

STRAWCROSS
LN

FIRETHORNE PL

LARK LN

CARLYE DR

AMBER CIR

BATEMAN CIR

SLOAN DR

BIG SUR ST

JORDAN CT

BARBRE LN

YUBA CIR

CHAMISE CIR

MOONRIDGE CIR

SHADOW GROVE CT

MOUNT VERNON WAY

BUSINESS CENTER DR
B
RU
N
STA
NE LN

JUNIPER DR

BEGONIA WAY

CESSNA CIR

ALPINEMIST ST
CO
N
EJO
ST

ASHFORD CIR

PECOS ST

BRIARHAVEN
LN

SAN BENITO LN

HONEYSUCKLE
CIR

COYOTE CIR

WIGEON DR

MEADOW LN

CHATEAUX WAY

HAYES CIR

VAQUERO WAY

CENTENNIAL CIR

CAROLWOOD DR

CEDAR GLEN CIR

VERDUGO DR

WRANGLER CIR

JOHNNY CASH DR

HARRIS ST

RAQUEL RD

QUAIL RIDGE DR

DAHLIA CIR

PANTHER DR

ADONIS PL

JILLIAN CIR

WASHBURN CIR

NETTLE CT

BRENTWOOD DR

MOUNTAIN VISTA DR

STONEWOOD CIR

GREENPOINT DR

PINE CREST DR

WINDY RIDGE DR

PARSLEY LN

THOROUGHBRED PL

FOURTH ST

WILSON CIR

CINNAMON
LN

COPLE N C IR

CHAMISE ST
TORREY
DR

DEADWOOD DR

IMPERIA DR

QUEENSDALE AVE
M
AC
BET
H
AVE

CHICORY AVE

SQUIRE PL

SKYLARK CIR

LONESOME DOVE
CT

PERIDOT DR

MISSION RD

BOUGANVILLEA CIR
SAN

PONTE RD

MESA VERDE AVE

NUTWOOD CIR

CASCADE DR

AQUITANE ST

RURAL LN

BELLWOOD CIR

SPRUCE ST

MIRA VALLE ST

VICENTIA AVE

CAMELLIA CT

BERN DR

FOURTH ST

WREN AVE

MANDEVILLA WAY

WIGEON DR

DORCHESTER CIR

JENNA CIR

ATHLONE LN

PICADILLY WAY

COLLETT AVE

LA CIMA RD

SIERRA BELLA DR

AMETHYST ST

BINGHAM DR

BRIM ST

RIDGECREST AVE

LAVENDAR WAY

SANT CERE PL

SALDINA CIR

SILVERWOOD CIR

SOUTH PEAK CT

GREENVIEW
AVE

SCHOOL ST

SUNDOWN
LN
FO
U
R
W
HEEL D
R

MESQUITE
LN

SANDALWOOD PL

COTTONWOOD CT

SAGEWOOD LN

STARBRIGHT DR

ASCOT ST

APPIAN WAY

HILLRISE LN

STUART CIR

MONTEREY RD

HUNT CIR
SIE
RRA
VI STA
ST

LYNWOOD CIR

HILLSIDE ST

TEAL DR

CHAD ZELLER CIR

POPPY ST

CASITAS CIR

VANDER ST

STAYNER WAY
VISTA
CT

CONSUMER CIR

BRAVO DR

MABEY CANYON
RD

ERNESTINE WAY

DEER HOLLOW DR

OLD TEMESCAL RD

WINDSTREAM ST

PIUTE CREEK DR

FILBERT ST

INDIANA AVE

TOULOUSE ST
GRAND
TETON
DR

BELVEDERE WAY
LO
N
DO
N
WAY

BARNSLEY WAY

SEDONA LN

GLACIER CIR

CANDY DR

MCMACKIN DR

BILTMORE CIR

SANTA CRUZ ST

TOLTON AVE
ELM DR

SANTA ANITA ST

ELISE WAY

FOXTAIL WAY

MARICOPA ST

FORD ST
LA
C
U
M
B
RE CIR

CHILTERN WAY

ESTELLE ST

BELLE AVE

CANARY LN

CACTUS ST
S
H
A
D
OW

OAKS CIR

CABRILLO CIR

GINGERSNAP
DR

PALA MESA DR

DARBY ST
C
HEETA
H LN

GREENGATE ST

GRIFFIN CIR

BRUNSWICK CIR
GLEN
W
OOD
CIR

HOLLYLEAF WAY

BONSAI CIR

TRUMAN ST

GRANDVIEW ST

HOLLOWOOD CT

CAPE DR

SERRANO DR

MORNINGSIDE DR

BERRY WAY

TOUMEY LN

BROOKHAVEN CIR

ARGYLE CIR

LA CADENA LN

HACIENDA DR

ANDOVER ST

YELLOWPINE RIDGE CIR

NORFOLK ST

SHADYBROOK LN

RIPCHAK RD

HONEY GROVE WAY
M
A
NITO
U ST

MOORE CIR

MERIDIAN
CIR

SIERRA MADRE WAY

SUTTER LN

VALLEJO DR

BANTON CIR
DIXON
WAY

CALVERT
ST

COCO PALM CT

HAMPSHIRE CIR
VESPER
CIR

FRONTAGE RD

BONANZA
C
RI

WOLFSON ST

SILVER OAK CIR

AIRPORT CIR

OLD TRAIL DR

HILLSBOROUGH WAY

PEMBROKE CIR

MARRIOTT CIR

MANCHESTER CIR

KINGFISHER CT

ADWICK ST

AMERICAN CIR

BROTHERTON ST

CORTEZ DR

JENKS CIR

SUNDANCE CIR

ALISO ST

LANGTREE LN

SIMON CIR

ARMSTRONGS DR

BUCKNELL WAY

BONNIE CIR

PALMETTO
LN

WARDLOW CIR

HILLSIDE ST
M

OONLIGHT
LN

SPRINGWOOD ST

COACHMAN CIR
WE
L
L
ES
L
EY
CT

ATWOOD DR

GUNSMOKE RD

SPRINGBROOK ST

NINTH ST

WEBB CIR

HAVENWOOD CT

MONTOYA
DR

MY HI WAY

ROCHESTER CIR

NINTH ST

ELEVENTH ST
MAY CT

CALHOUN ST

CABANA CT

BONNYVIEW
CIR
EXPLAN
A
D
A ST

SARATOGA CIR

KLUG CIR

DELILAH ST

SHAIN CIR

SANTA FE WAY

HILLTOP CIR

SHADOW CREST CIR
PEELER
ST

HEARST WAY

GREYSTONE LN

LATIGO CT

LAGOS LN

YARDLEY CIR

SUNRISE WAY

GLENHAVEN DR
BALSAM
LN

DAVIDSON ST

FULLER ST

HIDDEN TRAILS DR

HIMALAYA DR

KRAEMER
DR

HARRIS ST

CRAWFORD ST

SEVENTH ST

FIFTH ST

BUCKBOARD LN

GARRETSON
AVE

WAKEFIELD AVE

VICTORIA AVE

FIFTH ST

SEVENTH ST

WASHBURN AVE

HONEYWOOD
DR
S
U
GA
R
P
NI E
DR

WASHBURN AVE
BO
DIE
PL

CARAWAY CT

MICHAELS PL

STONERIDGE DR

COUNTRY MANOR DR

STONEHENGE CIR

HUSHABYE LN

GARGANEY DR

LULLABY LN
HALF
MOON
WAY

INDUSTRIAL
WAY

WASHBURN AVE

LONGHORN WAY

CHESTNUT DR

FLAMING
G
O
RG
E
R
D

REDRIVER WAY

DAVRIL CIR

HACIENDA DR

CONESTOGA
WAY

COOK ST

SUNSTREAM DR
G
REEN

LEAF CT

STONEHAVEN DR
T
U
RQ
U
OIS
E
D
R

VINE AVE

COTA AVE

ORCHARD
CIR

MISTLETOE DR

BRENTWOOD CIR

KENDALL ST

WINTERPARK WAY

BELMONT CIR

LORRAINE DR

DALES DR

MISTY MEADOW CIR
BR
O
KEN
A
R
R
O
W
ST

CALL WAY

SHANDWIC
K
C
RI

HIDDEN HILLS CIR

QUARRY ST

EIGHTH ST
H

ERITAGE
CIR

TEHAMA CIR

SELKIRK DR

SANTANA WAY

HOLSTER ST

BRANNAN CIR

SPRING LN

ADOBE AVE
VALD
O
STA
C
RI

MOUNTAIN PASS DR
BIG
H
O
R
N
C
RI

GUNSMOKE RD

GENTLE DR

TETA DR

COOK CIR

CINDY CIR

SILVESTRE
CT

WOODWAY CT

HIALEAH CIR

TENTH ST

PAGE CIR

BELLVIEW CT

PARK LN

CHASE CIR

SAN VISCAYA CIR

CECILIA CIR

COWHIDE RD
B
RO
N
C
O
LN

WHEATON DR
BLA
C
K

MS ITH WAY

HEARTHSIDE DR
L

MI ERIC
K
LN

NANDINA CT
AMY DR

WINDMILL LN

PEACHWOOD CIR

DAVIS ST

JENNY CIR

WASHBURN AVE

RAGLE WAY

OAKWOOD CT

TUDOR CIR

MAGIA CIR

SANTA FIORA CIR

FOLSON CIR

CONESTOGA
C
RI

JAYME JOY WAY

CANARY LN

RUSTLERS WAY

LATIGO LN

ARROYO AVE

SAMANTHA
CIR

PAPERBIRCH CIR

CAMINO CIR

SANTA ANITA RD

MOCKINGBIRD LN

CHRISTINA LN

FOUR WHEEL CT

DURAZNO ST

TREVOR LN

BRAMBLE LN

TALSHIRE LN

AMBER DR

KIWI CIR

GISE CIR

SHADY OAK DR

CAMBRIDGE SQ

CONIFER CIR

DANBURY CT

QUAIL HILL RD

LABRADOR CIR
BALDY
VIEW
CIR

BUCKEYE ST
P

NI NACLE

PEAK CT

STARGATE
DR

BRUIN DR

SPRINGFIELD CIR
OCHEE
CIR

RAYMOR AVE

ARTURO WAY

MOYANO CIR

WHISKEY CREEK CIR

COMMERCE ST

PAPAYA ST

SISKIYOULN

GLENDON CREEK CT
C
H
A
N
CE D
R

SPI NDLETOP DR

CLEARVIEW CIR

INDEPENDENCE
WAY

MONTAGUE CIR
BAIRD
S
T

TUNDAR CIR

CAPRIOLE
RD

TOP O THE WALK DR

PANSY CIR

SILVERLEAF CIR

THREE BAR LN

MANGROVE CIR

EVEREST
WAY

GLENSPRINGS LN

BROTHERTON ST

BRECKENRIDGE CIR
TALBOT
CIR

POINTE VISTA CT

HIGHPOINTE DR

TOULOUSE CIR

MARYHELEN ST

PESCADERO CIR

QUARRY ST

AMHERST ST

WALKER LN

CARLY WAY

HILLCREST ST
SANDY

CREEK DR

HELICOPTER CIR

VIEW LN

BEATRICE DR

TAYLOR AVE

JENKS CIR

RADCLIFFE CIR

LOOKOUT POINT LN

FLEETWOOD WAY

FIRST ST

RIDGEMONT
WAY

MELBA CT

GLIDER CIR

FULHAM ST

CLINTON CIR

FAIRGLEN PL

BLOSSOM HILL DR

MOUNT WHITNEY CIR

ONTARIO AVE

MILLSTREAM LN

CHASE DR

MEANDERING LN

CARSON CITY WAY
M
A
N
G
ULA
R
AVE

CREEKSIDE LN

ESSEX ST

HAFLINGER RD

HIGH WATER WAY

LASSO LN

CARSON LN
BUTTER
N
U
T
S
T

ELIZABETH LN

SUNNIER CIR

SMOKETHORN ST

MONSERAT CT

ENTERPRISE CT

VALOR DR
D
O
D

GE CITY
P
L

BENTLEY DR

CHELSEA WAY

VIEWPOINTE CIR

BELRIDGE PL

GARRETSON CIR

HILLKIRK AVE

KPC PKWY

MONICA CIR

SILVERFERN LN

CITATION CIR

HILLVIEW DR

DIANNE LN

ZINNIA ST

QUEENSPARK RD

LEAST BELLS CT
B
R
U
NSTA
NE CIR
VALLEY
DR

BIRCHWOOD LN

MAGELLAN CIR

WILLOW DR

EVANSTON CIR

GOLDEN RIDGE DR

CARTWHEEL CIR
LA DER

CREEK AVE

CASTLE ROCK CIR

MARIAH CIR

MARKET ST

SILVER SPRINGS LN

WATER WAY

ROUND UP RD

CLOVERLEAF CIR
M
O
CCASIN
T

RAIL CIR

CANDLELIGHT CIR

PROSPECT ST

MISSION PL

PONDEROSA CIR

AMARYLLIS WAY

CROWNSWORTH ST

FIFTH ST

ATHENS CIR

ROCCO CIR

HACIENDA DR

BLAZING ST

JENSEN ST

RAPHAEL CIR

SANTA BARBARA ST

SANTA INEZ ST

TRM CIR

BRIGHTON CIR

SISKIYOU CIR

HILLSIDE AVE

RURAL CIR

PHEASANT ST

LOCHNESS CIR

ENCORE WAY

WINSLOW DR

BLACKPINE DR
NORTH

POLE LN

CONSTITUTION DR

REMBRANDT CIR

RISING SUN RD

SONORA DR

PAMPAS CIR

DUPONT ST

TELLER ST

CYPRESS CT

OLD RANCH RD

GLEASON ST

LAMPTON LN
SHAD
E
TRE
E
WAY
WOODB

ROOK WAY

SEPTEMBER WAY

CEDARBROOK LN
PACER
DR

TROVITA DR

GOLDENROD ST

GATEHALL AVE

MANOR WAY

STRATFORD
D
R

SMOKETREE
DR

HYACINTH WAY

COBBLESTONE CIR

CAPTIVA CIR

CRESCENT GLEN CT

MERRYWOOD LN

BEL AIR ST

PRESCOTT CIR

CITATION DR

BIRDSONG LN

WOODCLIFF CIR

SECOND ST
SHA
N
N
A
CA
RL
E
D
R
TILSON
CIR

CAPITAL ST

WILLIAMSBURG LN

RANCHO LN

RUSHMORE DR

DRY GULCH PL

MARINA RD

TEHAMA CIR

WATERLEAF WAY

MARVALE AVE

GOLDEN MEADOW DR

SCENIC CREST LN

AMBROSIO
CIR

APPLEGATE DR

NAVARRO
DR

ORIOLE LN

WYNGATE DR
M

OJAVE VIEW
CIR

ESPERANZA DR
RIN
G
D
A
H
L
C
RI

PROPERTY AVE

SUMMERSET ST

BALBOA DR

STALLION DR

SANTO THOMAS CIR

LOCKWOOD LN

RYAN LN

PORTOFINO CT

QUAIL COVE RD

ALEE CIR

DEVON RD

SANDPIPER LN

SAN MARINO CT

NORCREST ST
CAS
H
EL
LN
ELM DR

HARVEST CREST LN

FIRST ST

SERFAS CLUB DR
HANCO
C
K
C
RI

COUNTESS DR

TULIP ST
AM
B
RO
S
E
CIR

JILLIAN ASHLEY WAY

DAUGHERTY RD

CAMINO DEL PLATA CT

HIDEOUT
LN

CARMELITA AVE

ACORN LN

MARIGOLD WAY

BENEDICT CIR

LAS MERCEDES LN

SAN GORGONIO DR

APRIL SHOWER DR
LA
U

REL CANYON
CIR

FRANCISCA AVE

SHAWNEE DR
A
BIL
E
N
E
PL

SPENCER DR

LONESTAR DR

GREENVALE CIR

MONSTER WAY

LONE TREE
ST

SUNBURST LN

WELSH DR

GREGORY CIR

GREENHILL
WAY

NICHOLAS
PL

DOVERWOOD ST

MATISSE
CIR

TOWERGROV E DR

LEESON LN

DEL MAR RD

ROCKING RM LN

ARMATA DR

GREENGATE ST

SAN DIEGO DR

AVONDALE DR

SAGE TREE LN

SUNNY HILLS DR
FALM
O
U
T
H
CT

SAMAR CT

HEARTLAND WAY

NAPLES DR

ALDER ST

HAWKCREST AVE

THREE BAR LN
D
EININ
G
E
R
C
RI

FRASER CIR
MARLIN
WAY

ANNETTE PL

GREY BULL LN

GOLDEN WEST LN

BLUFF ST
D
O
G
W
O
O
D
WAY

CRYSTAL RIDGE CIR
BLUE H
AVEN
CT

EMERSON DR

CARRIAGE LN

WINTER SUN WAY

CORRAL ST

CAMDEN CT

SYCAMORE ST

MONTECITO DR

SEQUOIA ST

WHITE HORSE LN

ELLIS ST

SETTING SUN
CIR
MORITA
DR

ARCADIA ST

DICKINSON LN

ACRE ST

WHITMAN WAY

BUCKTHORN WAY

BORON DR

ADAMS CIR

C L FLEMING CIR

RAVEN CIR

DRAKE ST
SAN

MIGUEL DR

REDWING DR
KAY DR
CANYON

VIEW PL

BABCOCK DR

CONCORD AVE

DORIS LN

SILVERHAWK DR
DRY
GULCH
RD

COMMERCE ST

NEATHERLY CIR

PINTO LN

SHIRLEY DR

WYNOLA CT

GRANT AVE

CALDERONE DR

GARFIELD AVE

GARFIELD AVE
LA
M
A
RILLO
CIR

BLOSSOM
TIM
E
CT

PETER CHRISTIAN CIR

CLUBHOUSE DR

CARBIDE DR

CROUSE DR

APPLEBY ST

BOTTLEBRUSH ST

GRAPHITE DR

PIENZA CIR

FERRINGTON DR

POSADA CT

COPPER RD

MUSTANG LN

BRAE BURN DR

MINARET ST

RANCHO RD
WALKIN
G
H
O
RSE
RANCH
DR

BEL AIR ST

ALEXANDRA DR

APPALOOSA ST

BLAIR ST

PALERMO LN

DUXBURY CIR

TRANQUIL LN

QUAIL HILL RD

ARAPAHO ST

NEW YORK DR

KINGSGATE DR

CORPORATE TERRACE
ST

SECOND ST

SILVER SPUR WAY

LAREDO LN

TONTO BAR LN

MOUNTAIN GROVE LN

BRIARVALE ST

GARRETSON CIR

KENSINGTON DR

MOUNT PLEASANT WAY
STIRRU
P
WAY

FIFTH ST

ROCK SPRINGS
AVE

AMBASSADOR AVE

WINDSONG ST

DOWNS WAY

STEIN WAY
LA LO
M
A LN

TRADEMARK CIR

MARSANT AVE

POINSETTIA ST

WRAYMAR LN

COPPER RIDGE DR

NINTH ST

ALTA LOMA DR

BLUE CREST ST

SEVENTH ST

GERANIUM WAY

SUMMERPLACE CT

LINCRONA ST

CHESTNUT LN

PINE ST

VIOLET ST

HARLOW AVE

HEMINGWAY DR

WARDLOW RD

WOODVALE DR

THYME DR

RICKSON WAY

SUFFOLK ST

MISTY STREAM WAY

ESTHER DR
JULY
DR

MAYFAIR DR

ERICK DR

TRAILVIEW LN

DERBY ST

BOLLERO PL

PREAKNESS WAY

FRANCIS ST
DOVE
CT

VILLAFRANCA ST

FERNDALE
DR

MARIPOSA DR

PLUMWOOD LN

ORANGEWOOD SQ

ASTORIA CIR

VERMONT DR

JOHN CIR

WINDHAVEN WAY

POPPYSEED LN

DYLAN DR

MELISSA CT

DONATELLO DR

KRESS CT
WOO
D
LAWN
DR

ALTA LOMA DR

SYCAMORE LN

KENDRICK CT
O
PAL ST

CORDOZA
S
T

KENTUCKY LN

PAMELA ST
C
MI A
R
RO
N LN

BUCKINGHAM WAY

THACKER DR

JOHN DR

OAKLAND HILLS DR

GREENRIDGE RD

CYPRESS POINT DR

CAREFREE WAY

AURORA LN

COTTONCREEK LN

VIEW LN

MERRILL ST

CONDOR CIR

ABERDEEN DR

REDWOOD ST

INDUSTRIAL AVE

ELEGANTE CT

WAGON WHEEL RD
VIA
BLAIR
O
C
RI
PALM
AVE

ROCKROSE DR

SECOND ST

QUEENSLAND CIR

GRANITE ST

MABEY CANYON RD

ASPEN ST

MOODY ST

RUSTRIDGE PL

BONNIE LN

GOLDENVIEW DR

NOAH DR

REMBRANDT DR
FO
REST
VIEW
D
R

SKY RIDGE DR

DIAMOND VIEW ST

CORONADO DR

GLENGROVE SQ

THORNWOOD SQ

BUNDY WAY

CLEARING CIR

CLARK AVE

LYLE AVE

AUTUMN LN

FOXPLAIN RD

RIO RANCH RD

SUNBEAM LN

FRANCIS ST

JESSICA LN

LEXINGTON DR

AGNES ST

ORCHARD LN

COLONY DR
LASSEN
DR

MORGAN DR

CHANTEL DR

HUNTLEY DR

MONTEREY RD

IMPRESIVO DR

SANTA PAULA ST

ALTA VISTA AVE

MISSION RD

WHITE OAK LN

NUTMEG DR

RUTH CIR
G
A
R
NET
ST

REDWOOD CT

REGINA WAY

REDONDO LN

RANCHO RD

OLD MILL RD

JAMES AVE

PANORAMIC DR

RIDGELIN
E
D
R

POINTE VISTA LN

CHERRYBARK LN
MORENO
AVE
OTT ST

FAIRBAN
KS
ST

JENKS DR

AMERICAN RIVER RD
CEN
TEN
NIAL
WAY

ELLIS ST

SKYLINE DR

ROCKCREST DR

VIA VIENTO LN

CORSICA DR

BRISTOL WAY

CROWN VIEW DR

OAKDALE ST

LYDIA LN

WILLOW DR

MARKET ST

MAJESTIC DR

COTA ST

RESERVOIR DR

TALLY HO LN

AQUINO CIR

BLAIR ST

QUARRY ST

ADRIENNE DR

CROSSRAIL LN
M
O
N
TAG
UE D
R

SNOWBIRD LN

HILLSIDE LN
GAY ST

VICENTIA AVE

LEESON LN

HILLTOP LN

BLOOMFIELD LN

CHESAPEAKE WAY

LEWIS CT

WREN AVE

JASON CT
BAVA
RIA
D
R

PUBLIC SAFETY WAY

HIDEAWAY PL

ANSELMO DR

BENJAMIN DR
SAN

GABRIEL WAY

FOXTROTT
E
R
R
D

TEHACHAPI DR

BAGHDADY ST

DRIFTWOOD ST

PADDOCK LN

TIMBERLINE DR

ALCOA CIR

LAUREL BRANCH CT

KINGMAN DR

PEPPERWOOD LN

FRESNO RD

STARFIRE AVE

KINGSFORD DR

MOUNTAIN VIEW DR

PROVIDENCE WAY
N
EWTON
D
R
VISTA

LOMAS LN

RANCHO CORONA DR

RANIER ST

STERLING DR

FOOTHILL PKWY
MAL
LOY
CT

SAGE AVE
T
U
CSON
AVE

LUCY LN
CORONA
AVE

YORBA ST

LANCER LN

CITROCADO RANCH ST
BIG
PINE
L
N

PINEHURST DR

LA CUMBRE ST

FEBRUARY DR

SKYVIEW LN
SUM
M
E
RWOO
D
CT
M
E
LLO
R
ST

CLEARING LN

BROOKHAVEN DR

ANTELOPE DR

ELMHURST ST

HAMILTO
N
D
R

STROH AVE

MISSION CT

PLEASANT VIEW AVE

HORATIO AVE

OAKRIDGE DR

WESTBROOK ST

REDROCK DR

ECHO HILL DR

RUDELL RD

LA QUINTA WAY

CHATTERTON LN

THIRD ST
H
U
M
MIN
G
BIRD
L
N

KIPS KORNER RD

POMONA RINCON RD

CITRON ST

WILDERNESS DR

STONEBERRY LN

KELLEYAVE

LAS POSAS RD

BRANDYWINE LN

COUNTRY CLUB DR

BRAEMAR LN

HUCKLEBERRY DR

VANDERMOLEN DR DR

YORBA ST
LA
U
RE
L

CANYON WAY

TABER ST

POMONA RD

RANCHO RD

FRIESIAN ST

OLYMPIC DR

ENCANTO ST

STILLWATER RD

MILLBROOK RD

OLD HICKORY RD

BRIDGEPORT RD

SHADY MILL RD

LONGVIEW DR

CLEARWATER DR

SONRISA
DR

TERMINO AVE

AQUAMARINE LN

RIVER RD

WYCLIFFE ST

MOUNTAIN
AVE

CHAD ZELLER LN

SANTA FIORA DR

AVIATION DR

HILLSIDE AVE

ALL AMERICAN WAY

RESEARCH DR

SHERBORN ST
WDWM5246
WDWM6358
WDWM4575
WDWM4885
WDWM4848
WDWM5033
WDWM7595
WDWM6366
WDWM3895
WDWM3925
WDWM6393
WDWM7214
WDWM6351
WDWM4313
WDWM4283
WDWM6392
WDWM1730
WDWM6367
WDWM4528
WDWM3865
WDWM5066
WDWM7940
WDWM4940
WDWM3993
WDWM7946
WDWM4478
WDWM4519
WDWM4264
WDWM4282
WDWM6364
WDWM6398
WDWM3971
WDWM4487
WDWM4029
WDWM3996
WDWM4031
WDWM4450
WDWM3970
WDWM5023
WDWM5454
WDWM5045
WDWM4074
WDWM3967
WDWM7248
WDWM6373
WDWM4401
WDWM7218
WDWM4085
WDWM7966
WDWM4142
WDWM6349
WDWM3793
WDWM4268
WDWM5087
WDWM4239
WDWM6396
WDWM4251
WDWM5194
WDWM4466
WDWM4467
WDWM5257
WDWM4893
WDWM3804
WDWM7227
WDWM4489
WDWM3987
WDWM3861
WDWM6346
WDWM3851
WDWM3991
WDWM4394
WDWM4560
WDWM4234
WDWM4624
WDWM5040
WDWM5514
WDWM3817
WDWM4843
WDWM5003
WDWM4034
WDWM3973
WDWM3796
WDWM3832
WDWM4410
WDWM9555
WDWM6352
WDWM7162
WDWM4082
WDWM3848
WDWM3795
WDWM4052
WDWM4857
WDWM4053
WDWM3945
WDWM4411
WDWM4406
WDWM394
8 WDWM4427
WDWM5055
WDWM4581
WDWM4016
WDWM3802
WDWM7100
WDWM3801
WDWM633
8 WDWM6161
WDWM4020
WDWM4021
WDWM6399
WDWM4562
WDWM4405
WDWM4286
WDWM4057
WDWM4056
City of Corona
´
Size Deficient Pipes
(4.0 inches to Under 8-inches in diameter)
8-inch diameter pipelines not included
Street Pavement Rehab Zone
Zone 1
Zone 2
Zone 3
Zone 4
Zone 5
Zone 6
Zone 7
Zone 8
Zone 9
Zone 10
Water Mains
Pipelines
Size Deficient Pipes (4.0 inches to <8-inches in diameter) Background Reference
Parcels
City Boundary
System Pressure Zone
905
within System Pressure Zone 905
System Pressure Zone
905
Size Deficient Pipes - 905 PZ
(Pipelines 4.0 inches to Under 8-inches in diameter)
*8-inch diameter pipelines not included
Zone
Ex.

Diameter
(in)
Ex.

Material
Ex. MTRL
Prop.

Diameter
(in)
Street Name NEXGEN_ID
Pavement
Rehab Zone
LOF COF COFxLOF
Length
(ft)
Estimated
Construction
Opinion ($)
905 6 CMLC 8 WDWM12559 8 4 1 4 4 $2,000
905 6 CMLC 8 WDWM12571 8 4 2 8 61 $24,000
905 6 AC ACP 8 10TH ST WDWM5014 7 5 4 20 358 $140,000
905 6 AC ACP 8 2ND ST WDWM3918 8 6 3 18 37 $14,000
905 6 PVC ACP 8 2ND ST WDWM10821 8 6 2 12 261 $102,000
905 6 CIPP CIP 8 5TH ST WDWM3973 8 5 4 20 816 $318,000
905 6 AC ACP 8 5TH ST WDWM5245 8 5 3 15 23 $9,000
905 6 AC ACP 8 5TH ST WDWM5246 8 5 6 30 826 $322,000
905 6 AC ACP 8 5TH ST WDWM5246 8 5 3 15 13 $5,000
905 6 CIPP CIP 8 6TH ST WDWM4455 8 5 1 5 36 $14,000
905 6 AC ACP 8 8TH ST WDWM3993 5 7 4 28 412 $161,000
905 6 AC ACP 8 ACACIA ST WDWM4394 7 6 6 36 724 $282,000 905 6 AC ACP 8 ACACIA ST WDWM4395 7 6 4 24 325 $127,000 905 6 AC ACP 8 ACACIA ST WDWM4397 7 6 4 24 296 $115,000 905 6 AC ACP 8 ACACIA ST WDWM4401 7 6 6 36 547 $213,000 905 6 CIPP CIP 8 AGNES ST WDWM4034 9 5 4 20 809 $316,000 905 6 PVC C900 8 ALLEY WDWM1368 8 5 2 10 199 $78,000
905 6 CIPP CIP 8 ALTA LOMA WDWM3851 8 5 4 20 717 $280,000 905 6 AC ACP 8 ALTA LOMA DR WDWM4843 8 7 6 42 779 $304,000 905 6 AC ACP 8 AQUAMARINE LN WDWM4056 5 7 6 42 1,939 $756,000 905 6 AC ACP 8 ARROYO ST WDWM4302 8 6 4 24 202 $79,000
905 6 AC ACP 8 ATWOOD DR WDWM4239 4 5 6 30 643 $251,000 905 6 AC ACP 8 ATWOOD DR WDWM7963 4 7 4 28 356 $139,000 905 4 AC ACP 8 BALSAM LN WDWM6343 No Zone 7 4 28 342 $133,000 905 6 AC ACP 8 BELLE AVE WDWM3871 8 6 3 18 44 $17,000
905 6 AC ACP 8 BERYL LN WDWM4054 5 5 4 20 300 $117,000
905 6 AC ACP 8 BERYL LN WDWM4055 5 5 4 20 296 $115,000
905 6 AC ACP 8 BERYL LN WDWM4058 5 5 4 20 212 $83,000
905 6 AC ACP 8 BEVERLY RD WDWM4219 7 6 3 18 13 $5,000
905 6 AC ACP 8 BEVERLY RD WDWM4377 7 6 3 18 8 $3,000
905 6 AC ACP 8 BEVERLY RD WDWM4403 7 6 3 18 17 $7,000
905 6 AC ACP 8 BEVERLY RD WDWM4404 7 6 3 18 27 $11,000
905 6 AC ACP 8 BEVERLY RD WDWM4405 7 6 6 36 1,841 $718,000 905 6 AC ACP 8 BIRCH ST WDWM4387 7 6 4 24 281 $110,000
905 6 AC ACP 8 BIRCH ST WDWM4388 7 6 4 24 273 $106,000
905 6 AC ACP 8 BIRCH ST WDWM4389 7 6 4 24 295 $115,000
905 6 AC ACP 8 BLACKPINE DR WDWM4251 4 7 6 42 662 $258,000 905 6 AC ACP 8 BLACKPINE DR WDWM4254 4 7 4 28 423 $165,000 905 6 AC ACP 8 BLACKPINE DR WDWM4255 4 7 4 28 68 $27,000 905 6 CIPP CIP 8 BLUE CREST ST WDWM3847 8 5 1 5 13 $5,000 905 6 AC ACP 8 BLUE CREST ST WDWM3848 8 7 6 42 909 $355,000 905 6 CIPP CIP 8 BLUE CREST ST WDWM3849 8 5 2 10 122 $48,000 905 6 CIPP CIP 8 BLUE CREST ST WDWM3991 8 5 4 20 718 $280,000 905 6 AC 8 BOLLERO PL 8 4 4 16 261 $102,000
905 6 CIPP CIP 8 BUENA VISTA AVE WDWM3854 8 5 2 10 315 $123,000 905 6 AC ACP 8 BUENA VISTA AVE WDWM3972 8 6 3 18 35 $14,000 905 6 CIPP CIP 8 BUENA VISTA AVE WDWM3989 8 5 1 5 14 $5,000 905 6 AC ACP 8 BUENA VISTA AVE WDWM3990 8 7 4 28 175 $68,000 905 6 CIPP CIP 8 BUENA VISTA AVE WDWM3992 8 5 2 10 251 $98,000 905 6 AC ACP 8 BURNING TREE DR WDWM3802 No Zone 7 6 42 1,377 $537,000 905 4 AC ACP 8 BURNING TREE DR WDWM6333 No Zone 7 4 28 105 $41,000 905 6 AC ACP 8 BURR ST WDWM9555 8 6 6 36 835 $326,000
905 6 PVC C900 8 CABRILLO CIR WDWM5338 3 5 2 10 294 $115,000 905 6 AC ACP 8 CAMBRIDGE SQ WDWM4092 5 6 4 24 443 $173,000 905 6 AC ACP 8 CAMINO CIR WDWM3865 8 6 4 24 401 $156,000 905 6 AC ACP 8 CEDAR ST WDWM4307 7 6 3 18 8 $3,000
905 6 AC ACP 8 CEDAR ST WDWM4308 7 5 4 20 305 $119,000
905 6 AC ACP 8 CEDAR ST WDWM4487 7 5 4 20 459 $179,000
905 6 CIPP CIP 8 CIRCLE CITY DR WDWM4313 7 4 2 8 382 $149,000 905 6 AC ACP 8 CIRCLE CITY DR WDWM4573 7 5 4 20 161 $63,000 905 6 AC ACP 8 CIRCLE CITY DR WDWM4574 7 7 4 28 228 $89,000 905 6 AC ACP 8 CIRCLE CITY DR WDWM4575 7 7 4 28 363 $142,000 905 6 CIPP CIP 8 CIRCLE CITY DR WDWM7934 7 4 2 8 145 $57,000 905 6 CIPP CIP 8 CIRCLE CITY DR WDWM7938 7 4 1 4 33 $13,000 905 6 CIPP CIP 8 CIRCLE CITY DR WDWM7940 7 4 2 8 407 $159,000 905 6 CIPP CIP 8 CIRCLE CITY DR WDWM7943 7 4 2 8 223 $87,000 905 6 AC ACP 8 CIRCLE CITY DR WDWM7945 7 5 4 20 129 $50,000 905 6 AC ACP 8 CIRCLE CITY DR WDWM7946 7 5 4 20 414 $161,000 905 6 PVC C900 8 CIRCLE CITY DR WDWM9203 7 5 2 10 131 $51,000 905 6 PVC C900 8 CIRCLE CITY DR WDWM9204 7 5 2 10 85 $33,000 905 6 AC ACP 8 COLONIAL DR WDWM3787 No Zone 7 4 28 204 $80,000 1 of 8
Size Deficient Pipes - 905 PZ
(Pipelines 4.0 inches to Under 8-inches in diameter)
*8-inch diameter pipelines not included
905 6 AC ACP 8 COLONIAL DR WDWM3794 No Zone 7 4 28 131 $51,000 905 6 CMLC CML-TW 8 CORONA AVE WDWM4236 4 5 2 10 152 $59,000 905 6 CMLC CML-TW 8 CORONA AVE WDWM4237 4 4 1 4 8 $3,000 905 6 CMLC CML-TW 8 CORONA AVE WDWM4238 4 5 2 10 274 $107,000 905 6 CMLC CML-TW 8 CORONA AVE WDWM4240 4 4 2 8 261 $102,000 905 6 CMLC CML-TW 8 CORONA AVE WDWM4241 4 4 1 4 27 $11,000 905 6 CMLC CML-TW 8 CORONA AVE WDWM4559 4 4 1 4 36 $14,000 905 6 AC ACP 8 CORONA AVE WDWM4560 4 5 6 30 741 $289,000 905 6 CMLC CML-TW 8 CORONA AVE WDWM4562 4 4 4 16 1,682 $656,000 905 6 CMLC CML-TW 8 CORONA AVE WDWM4563 4 4 2 8 89 $35,000 905 6 AC ACP 8 CORONA AVE WDWM5308 4 5 4 20 325 $127,000 905 6 AC ACP 8 CORONA AVE WDWM6029 4 5 3 15 29 $11,000
905 6 AC ACP 8 CORONA AVE WDWM6161 4 5 6 30 1,576 $615,000 905 6 AC ACP 8 CORONA AVE WDWM6162 4 5 4 20 492 $192,000 905 6 AC ACP 8 CORONA AVE WDWM6163 4 5 4 20 339 $132,000 905 6 PVC C900 8 COTA AV WDWM1325 8 5 1 5 48 $19,000
905 6 CMLC CIP 8 COTA ST WDWM4857 8 5 4 20 968 $378,000 905 6 AC ACP 8 COTA ST WDWM10819 8 6 4 24 343 $134,000
905 6 AC ACP 8 COTTONWOOD CIR WDWM4396 7 6 4 24 334 $130,000 905 6 AC ACP 8 CRESTVIEW ST WDWM4900 8 6 4 24 243 $95,000 905 6 AC ACP 8 D ST WDWM4028 9 7 3 21 40 $16,000
905 6 AC ACP 8 D ST WDWM6922 9 7 4 28 286 $112,000
905 6 AC ACP 8 D ST WDWM5255 9 5 4 20 154 $60,000
905 6 AC ACP 8 D ST WDWM5256 9 5 4 20 163 $64,000
905 6 AC ACP 8 D ST WDWM5257 9 5 6 30 684 $267,000
905 6 AC ACP 8 D ST WDWM10563 9 7 3 21 16 $6,000
905 6 AC 8 D ST 9 7 3 21 3 $1,000
905 6 AC 8 D ST 9 7 3 21 21 $8,000
905 6 AC 8 D ST 8 7 3 21 4 $2,000
905 6 AC 8 D ST 9 7 3 21 17 $7,000
905 6 AC 8 D ST 9 7 4 28 220 $86,000
905 6 AC 8 D ST 9 7 4 28 164 $64,000
905 6 AC ACP 8 DE ANZA CIR WDWM3969 8 6 4 24 276 $108,000 905 6 AC ACP 8 DEL NORTE DR WDWM4286 3 7 6 42 1,870 $729,000 905 6 PVC C900 8 DEL NORTE DR WDWM5494 3 5 1 5 8 $3,000 905 4 PVC C900 8 DOE SPRING RD WDWM6407 9 5 2 10 60 $23,000 905 4 PVC C900 8 DOE SPRING RD WDWM6408 9 5 2 10 132 $51,000 905 6 AC ACP 8 E GRAND BLVD WDWM5070 8 6 4 24 418 $163,000 905 4 CIPP CIP 8 E ST WDWM6352 9 5 4 20 841 $328,000
905 4 PVC C900 8 EASEMENT WDWM1730 8 5 2 10 390 $152,000 905 6 AC ACP 8 EASEMENT WDWM3820 No Zone 7 4 28 322 $126,000 905 6 CIPP CIP 8 EASEMENT WDWM3876 8 7 2 14 177 $69,000 905 6 CIPP CIP 8 EASEMENT WDWM3877 8 7 1 7 8 $3,000
905 6 CIPP CIP 8 EASEMENT WDWM3932 8 8 1 8 32 $12,000
905 6 CIPP CIP 8 EASEMENT WDWM3943 8 7 1 7 28 $11,000
905 6 CIPP CIP 8 EASEMENT WDWM3945 8 7 4 28 1,021 $398,000 905 6 AC ACP 8 EASEMENT WDWM4017 9 5 4 20 121 $47,000
905 6 AC ACP 8 EASEMENT WDWM4020 9 5 6 30 1,635 $638,000 905 6 AC ACP 8 EASEMENT WDWM4021 9 5 6 30 1,643 $641,000 905 6 AC ACP 8 EASEMENT WDWM4022 9 5 4 20 157 $61,000
905 6 AC ACP 8 EASEMENT WDWM4123 5 6 6 36 574 $224,000
905 6 AC ACP 8 EASEMENT WDWM4129 5 6 6 36 536 $209,000
905 6 AC ACP 8 EASEMENT WDWM4141 4 6 4 24 220 $86,000
905 6 AC ACP 8 EASEMENT WDWM4142 4 6 6 36 567 $221,000
905 6 AC ACP 8 EASEMENT WDWM4160 9 5 4 20 119 $46,000
905 6 AC ACP 8 EASEMENT WDWM4161 9 5 4 20 93 $36,000
905 6 SP STL 8 EASEMENT WDWM4320 8 8 1 8 9 $4,000
905 6 CIPP CIP 8 EASEMENT WDWM4441 8 7 2 14 110 $43,000 905 6 AC ACP 8 EASEMENT WDWM4453 8 6 3 18 35 $14,000
905 6 AC ACP 8 EASEMENT WDWM4454 8 6 4 24 53 $21,000
905 6 CIPP CIP 8 EASEMENT WDWM4463 8 7 2 14 84 $33,000
905 6 AC ACP 8 EASEMENT WDWM4495 8 6 3 18 22 $9,000
905 6 AC ACP 8 EASEMENT WDWM4496 8 6 3 18 19 $7,000
905 6 AC ACP 8 EASEMENT WDWM4522 4 5 4 20 122 $48,000
905 6 SP STL 8 EASEMENT WDWM4525 8 8 2 16 73 $28,000
905 6 CIPP CIP 8 EASEMENT WDWM4527 8 4 2 8 206 $80,000
905 6 CIPP CIP 8 EASEMENT WDWM4528 8 4 2 8 399 $156,000 905 6 CIPP CIP 8 EASEMENT WDWM4529 8 4 1 4 1 $0
905 6 AC ACP 8 EASEMENT WDWM4534 9 5 4 20 80 $31,000
905 6 AC ACP 8 EASEMENT WDWM4561 4 7 4 28 219 $85,000
905 6 AC ACP 8 EASEMENT WDWM5003 8 6 6 36 795 $310,000
905 6 SP STL 8 EASEMENT WDWM5032 8 7 2 14 225 $88,000
905 6 SP STL 8 EASEMENT WDWM5033 8 7 2 14 373 $145,000
905 6 SP STL 8 EASEMENT WDWM5034 8 7 1 7 7 $3,000
2 of 8
Size Deficient Pipes - 905 PZ
(Pipelines 4.0 inches to Under 8-inches in diameter)
*8-inch diameter pipelines not included
905 6 SP STL 8 EASEMENT WDWM5035 8 7 2 14 165 $64,000
905 6 SP STL 8 EASEMENT WDWM5038 7 7 1 7 43 $17,000
905 6 CIPP CIP 8 EASEMENT WDWM5044 8 5 1 5 7 $3,000
905 6 CIPP CIP 8 EASEMENT WDWM5045 8 5 2 10 516 $201,000 905 6 AC ACP 8 EASEMENT WDWM5066 8 7 4 28 418 $163,000
905 4 AC ACP 8 EASEMENT WDWM6346 8 6 6 36 713 $278,000
905 4 AC ACP 8 EASEMENT WDWM6347 8 6 3 18 19 $7,000
905 4 SP STL 8 EASEMENT WDWM6348 8 8 1 8 21 $8,000
905 4 AC ACP 8 EASEMENT WDWM6354 9 7 4 28 148 $58,000
905 4 SP STL 8 EASEMENT WDWM6365 8 8 2 16 374 $146,000
905 4 SP STL 8 EASEMENT WDWM6366 8 8 2 16 374 $146,000
905 4 SP STL 8 EASEMENT WDWM6367 8 8 2 16 398 $155,000
905 4 SP STL 8 EASEMENT WDWM6368 8 8 2 16 179 $70,000
905 4 AC ACP 8 EASEMENT WDWM6369 8 6 3 18 9 $4,000
905 4 AC ACP 8 EASEMENT WDWM6370 8 6 4 24 69 $27,000
905 4 AC ACP 8 EASEMENT WDWM6371 8 6 3 18 13 $5,000
905 4 AC ACP 8 EASEMENT WDWM6372 8 6 4 24 79 $31,000
905 4 CIPP CIP 8 EASEMENT WDWM6375 8 5 2 10 166 $65,000 905 4 CIPP CIP 8 EASEMENT WDWM6425 8 5 2 10 171 $67,000 905 4 AC ACP 8 EASEMENT WDWM6439 7 5 4 20 107 $42,000
905 6 AC ACP 8 EASEMENT WDWM7100 5 5 6 30 1,421 $554,000 905 6 AC ACP 8 EASEMENT WDWM7162 8 7 6 42 845 $330,000
905 4 SP STL 8 EASEMENT WDWM9220 8 8 2 16 171 $67,000
905 6 AC ACP 8 EASEMENT WDWM7972 4 5 4 20 92 $36,000
905 6 AC ACP 8 EASEMENT WDWM10712 5 6 6 36 636 $248,000 905 6 AC ACP 8 EASEMENT WDWM4017 9 5 3 15 20 $8,000
905 6 AC ACP 8 EIGHTH ST WDWM3998 5 7 3 21 25 $10,000
905 6 AC ACP 8 EIGHTH ST WDWM4000 5 7 4 28 231 $90,000
905 6 AC ACP 8 EIGHTH ST WDWM4001 5 7 4 28 363 $142,000 905 6 CIPP CIP 8 ELEVENTH ST WDWM3938 8 7 1 7 13 $5,000 905 6 CIPP CIP 8 ELEVENTH ST WDWM3939 8 7 1 7 13 $5,000 905 6 CIPP CIP 8 ELEVENTH ST WDWM3940 8 7 2 14 138 $54,000 905 6 CIPP CIP 8 ELEVENTH ST WDWM3944 8 7 2 14 207 $81,000 905 6 CIPP CIP 8 ELEVENTH ST WDWM5846 8 4 1 4 36 $14,000 905 6 AC ACP 8 ELM CIR WDWM4390 7 6 4 24 76 $30,000
905 6 AC ACP 8 ELM ST WDWM4391 7 6 4 24 314 $122,000
905 6 AC ACP 8 ELM ST WDWM5039 7 6 4 24 161 $63,000
905 6 AC ACP 8 ELM ST WDWM5041 7 6 4 24 269 $105,000
905 4 SP STL 8 FIFTH ST WDWM6374 8 8 2 16 197 $77,000
905 6 PVC C900 8 FILBERT ST WDWM1245 7 5 2 10 161 $63,000 905 6 CIPP CIP 8 FILBERT ST WDWM4407 7 5 2 10 128 $50,000 905 6 CIPP CIP 8 FILBERT ST WDWM10567 7 5 4 20 722 $282,000 905 6 CIPP CIP 8 FORD ST WDWM4406 7 5 4 20 1,050 $410,000 905 6 AC ACP 8 FORD ST WDWM5016 7 6 4 24 206 $80,000
905 6 AC ACP 8 FORD ST WDWM5094 7 6 3 18 25 $10,000
905 4 SP STL 8 FORD ST WDWM6380 7 8 2 16 179 $70,000
905 4 SP STL 8 FORD ST WDWM6382 7 8 2 16 336 $131,000
905 4 SP STL 8 FORD ST WDWM6383 7 8 2 16 482 $188,000
905 4 CIPP CIP 8 FORD ST WDWM6396 7 5 4 20 655 $255,000 905 4 CIPP CIP 8 FORD ST WDWM6397 7 5 2 10 143 $56,000
905 6 AC ACP 8 FRANCIS ST WDWM3861 8 6 6 36 711 $277,000 905 6 CIPP CIP 8 FRANCIS ST WDWM4410 7 5 4 20 827 $323,000 905 6 CIPP CIP 8 FRANCIS ST WDWM4411 7 5 4 20 1,046 $408,000 905 6 CIPP CIP 8 FRANCIS ST WDWM4412 7 4 2 8 293 $114,000 905 6 CIPP CIP 8 FRANCIS ST WDWM4413 7 4 2 8 286 $112,000 905 6 CIPP CIP 8 FRANCIS ST WDWM4445 7 5 2 10 166 $65,000 905 6 CIPP CIP 8 FRANCIS ST WDWM4447 7 4 2 8 296 $115,000 905 6 CIPP CIP 8 FRANCIS ST WDWM4449 7 4 2 8 288 $112,000 905 6 AC ACP 8 GARFIELD ST WDWM4940 4 6 4 24 411 $160,000 905 6 SP STL 8 GARRETSON AVE WDWM4318 7 8 2 16 147 $57,000 905 6 SP STL 8 GARRETSON AVE WDWM4319 7 8 2 16 218 $85,000 905 6 SP STL 8 GARRETSON AVE WDWM4367 7 8 2 16 167 $65,000 905 6 SP STL 8 GARRETSON AVE WDWM4526 7 7 2 14 466 $182,000 905 6 AC ACP 8 GILMORE DR WDWM4243 4 5 4 20 173 $67,000 905 6 AC ACP 8 GILMORE DR WDWM4245 4 7 4 28 274 $107,000 905 6 AC ACP 8 GILMORE DR WDWM4247 4 7 4 28 277 $108,000 905 6 AC ACP 8 GILMORE DR WDWM4259 4 7 4 28 248 $97,000 905 6 AC ACP 8 GILMORE DR WDWM7967 4 7 4 28 255 $99,000 905 6 PVC C900 8 GLACIER CIR WDWM5332 3 5 2 10 288 $112,000 905 6 PVC C900 8 GRAND BL WDWM1247 8 5 2 10 149 $58,000 905 6 PVC C900 8 GRAND BL WDWM1248 8 5 2 10 73 $28,000
905 6 SP STL 8 GRAND BL WDWM4365 7 7 2 14 242 $94,000
905 6 CIPP CIP 8 GRAND BLVD WDWM3873 8 7 2 14 203 $79,000 905 6 CIPP CIP 8 GRAND BLVD WDWM3874 8 7 1 7 27 $11,000 3 of 8
Size Deficient Pipes - 905 PZ
(Pipelines 4.0 inches to Under 8-inches in diameter)
*8-inch diameter pipelines not included
905 6 CIPP CIP 8 GRAND BLVD WDWM3875 8 7 1 7 19 $7,000
905 6 AC ACP 8 GRAND BLVD WDWM3919 8 6 3 18 2 $1,000
905 6 AC ACP 8 GRAND BLVD WDWM3920 8 6 3 18 19 $7,000
905 6 AC ACP 8 GRAND BLVD WDWM3921 8 6 3 18 2 $1,000
905 6 CIPP CIP 8 GRAND BLVD WDWM5000 8 7 2 14 53 $21,000 905 6 CIPP CIP 8 GRAND BLVD WDWM5001 8 7 2 14 192 $75,000 905 6 SP STL 8 GRAND BLVD WDWM5097 8 8 1 8 6 $2,000
905 6 AC ACP 8 GRANT AVE WDWM4026 9 7 4 28 259 $101,000 905 6 AC ACP 8 GRANT ST WDWM4450 4 6 4 24 479 $187,000
905 6 AC ACP 8 GRANT ST WDWM4451 4 6 4 24 131 $51,000
905 6 AC ACP 8 GREENHILL WY WDWM4085 5 6 6 36 558 $218,000 905 6 AC ACP 8 GREENHILL WY WDWM4087 5 6 4 24 206 $80,000 905 6 AC ACP 8 GREENHILL WY WDWM4090 5 6 4 24 119 $46,000 905 6 ACP ACP 8 HACKNEY PL WDWM5940 3 5 4 20 198 $77,000 905 6 AC ACP 8 HARRIS AVE WDWM4040 8 6 3 18 10 $4,000
905 6 AC ACP 8 HARRIS AVE WDWM4884 8 6 3 18 15 $6,000
905 6 AC ACP 8 HARRIS AVE WDWM4885 8 6 4 24 369 $144,000 905 6 CIPP CIP 8 HARRIS ST WDWM3850 8 5 2 10 255 $99,000 905 4 AC ACP 8 HOLIDAY CT WDWM6376 7 7 4 28 184 $72,000 905 6 CIPP CIP 8 HOWARD ST WDWM5911 8 4 1 4 28 $11,000
905 4 AC ACP 8 HUMMINGBIRD LN WDWM6338 No Zone 7 6 42 1,457 $568,000 905 4 AC ACP 8 HUMMINGBIRD LN WDWM6385 5 7 3 21 4 $2,000 905 6 AC ACP 8 HUNT CIR WDWM4108 5 6 4 24 254 $99,000
905 6 AC ACP 8 HUNT CIR WDWM4118 5 6 4 24 53 $21,000
905 6 AC ACP 8 ISABELLA WY WDWM4029 9 7 4 28 468 $183,000 905 6 AC ACP 8 JADESTONE LN WDWM4049 5 7 4 28 337 $131,000 905 6 AC ACP 8 JADESTONE LN WDWM4050 5 7 4 28 311 $121,000 905 6 AC ACP 8 JADESTONE LN WDWM4052 5 7 6 42 925 $361,000 905 6 AC ACP 8 JADESTONE LN WDWM4053 5 7 6 42 1,002 $391,000 905 6 AC ACP 8 JADESTONE LN WDWM4068 5 5 4 20 209 $82,000 905 6 AC ACP 8 KALUS AVE WDWM4147 4 7 4 28 236 $92,000
905 6 AC ACP 8 KALUS AVE WDWM4148 4 7 4 28 112 $44,000
905 6 AC ACP 8 KELLEY AVE WDWM3947 8 6 4 24 370 $144,000 905 6 AC ACP 8 KELLEY AVE WDWM3948 8 6 6 36 1,108 $432,000 905 6 AC ACP 8 KENDALL ST WDWM3863 8 5 4 20 186 $73,000 905 6 AC ACP 8 KNOLLWOOD DR WDWM3788 No Zone 7 4 28 452 $176,000 905 4 SP STL 8 KRESS CT WDWM6438 8 8 2 16 439 $171,000
905 6 AC ACP 8 LAGUNA DR WDWM4265 4 7 4 28 299 $117,000 905 6 AC ACP 8 LAGUNA DR WDWM4267 4 7 4 28 290 $113,000 905 6 AC ACP 8 LAGUNA DR WDWM4283 4 7 4 28 384 $150,000 905 6 AC ACP 8 LAGUNA DR WDWM8013 4 7 4 28 215 $84,000
905 6 CIPP CIP 8 LANCER LN WDWM4426 7 5 1 5 7 $3,000
905 6 CIPP CIP 8 LANCER ST WDWM4222 7 5 1 5 14 $5,000
905 6 CIPP CIP 8 LANCER ST WDWM4427 7 5 4 20 1,119 $436,000 905 6 AC ACP 8 LEMON AVE WDWM4414 7 5 4 20 277 $108,000 905 6 AC ACP 8 LIME AVE WDWM4448 7 5 4 20 280 $109,000
905 6 AC ACP 8 LINCOLN AV WDWM7214 9 7 4 28 378 $147,000 905 6 AC ACP 8 LINCOLN AV WDWM7215 8 7 4 28 54 $21,000
905 6 AC ACP 8 LINCOLN AV WDWM7216 5 7 4 28 194 $76,000 905 6 AC ACP 8 LINCOLN AV WDWM7218 9 6 6 36 550 $215,000 905 6 CIPP CIP 8 LINCOLN AV WDWM7221 8 4 2 8 181 $71,000 905 6 CIPP CIP 8 LINCOLN AV WDWM7222 8 6 2 12 380 $148,000 905 6 CIPP CIP 8 LINCOLN AV WDWM7223 8 4 2 8 130 $51,000 905 6 CIPP CIP 8 LINCOLN AV WDWM7224 8 4 2 8 194 $76,000 905 6 AC ACP 8 LINCOLN AV WDWM7225 5 7 4 28 152 $59,000 905 6 CIPP CIP 8 LINCOLN AV WDWM7227 8 5 4 20 694 $271,000 905 6 AC ACP 8 LINCOLN AV WDWM7228 9 7 4 28 193 $75,000 905 6 AC ACP 8 LINCOLN AV WDWM7229 9 7 4 28 180 $70,000 905 6 AC ACP 8 LINCOLN AV WDWM7230 9 7 4 28 289 $113,000 905 6 AC ACP 8 LINCOLN AV WDWM7231 8 7 3 21 47 $18,000
905 6 CIPP CIP 8 LINCOLN AV WDWM7233 8 5 2 10 335 $131,000 905 6 CIPP CIP 8 LINCOLN AV WDWM7234 8 5 2 10 283 $110,000 905 6 CIPP CIP 8 LINCOLN AV WDWM7235 8 5 2 10 288 $112,000 905 6 CIPP CIP 8 LINCOLN AV WDWM7236 8 5 1 5 16 $6,000
905 6 CIPP CIP 8 LINCOLN AV WDWM7237 8 5 2 10 300 $117,000 905 6 AC ACP 8 LINCOLN AV WDWM7239 9 5 3 15 33 $13,000
905 6 VCP ACP 8 LINCOLN AV WDWM7244 8 8 1 8 6 $2,000
905 6 VCP ACP 8 LINCOLN AV WDWM7247 8 8 2 16 272 $106,000 905 6 AC ACP 8 LINCOLN AV WDWM7248 8 7 6 42 531 $207,000 905 6 AC ACP 8 LINCOLN AV WDWM7238 8 7 3 21 24 $9,000
905 6 AC ACP 8 LINCOLN AV WDWM7241 5 5 4 20 403 $157,000 905 4 AC ACP 8 LINCOLN AV WDWM7242 8 7 3 21 50 $20,000
905 6 VCP ACP 8 LINCOLN AV WDWM7247 8 8 1 8 4 $2,000
905 6 AC ACP 8 LINCOLN AV WDWM7228 9 7 3 21 14 $5,000
4 of 8
Size Deficient Pipes - 905 PZ
(Pipelines 4.0 inches to Under 8-inches in diameter)
*8-inch diameter pipelines not included
905 6 PVC ACP 8 LINCOLN AV WDWM7213 9 7 1 7 52 $20,000
905 6 AC ACP 8 LINCORONA ST WDWM3987 8 7 6 42 709 $277,000 905 6 AC ACP 8 MAGDALENA CI WDWM4031 9 7 4 28 471 $184,000 905 6 SP STL 8 MAIN ST WDWM5088 4 6 2 12 139 $54,000
905 6 SP STL 8 MAIN ST WDWM5089 4 6 2 12 192 $75,000
905 6 AC ACP 8 MERRILL ST WDWM5880 8 6 4 24 159 $62,000 905 6 AC ACP 8 MESA DR WDWM4264 4 7 4 28 436 $170,000
905 4 AC ACP 8 MESA VERDE AVE WDWM6357 4 7 4 28 285 $111,000 905 6 AC ACP 8 MILLER CIR WDWM4106 5 6 4 24 245 $96,000 905 6 AC ACP 8 MONTEREY PENINSULA WDWM3795 No Zone 7 6 42 926 $361,000 905 6 AC ACP 8 MONTEREY PENINSULA DR WDWM3803 No Zone 7 4 28 252 $98,000 905 6 AC ACP 8 MONTEREY PENINSULA DR WDWM3804 No Zone 7 6 42 691 $269,000 905 6 AC ACP 8 MONTEREY PENINSULA DR WDWM3805 No Zone 7 6 42 542 $211,000 905 6 AC ACP 8 MONTEREY PENINSULA DR WDWM3796 No Zone 7 6 42 817 $319,000 905 6 AC ACP 8 MOORE CIR WDWM4113 5 6 4 24 358 $140,000 905 6 ACP ACP 8 MORGAN PL WDWM5939 3 5 4 20 164 $64,000 905 6 AC ACP 8 MULBERRY LN WDWM4444 7 7 4 28 372 $145,000 905 6 AC ACP 8 NEWHALL DR WDWM4249 4 7 4 28 277 $108,000 905 6 AC ACP 8 NEWHALL DR WDWM4261 4 7 4 28 133 $52,000 905 6 AC ACP 8 NEWHALL DR WDWM7964 4 7 4 28 324 $126,000 905 6 AC ACP 8 NEWHALL DR WDWM7965 4 7 4 28 303 $118,000 905 6 AC ACP 8 NINTH ST WDWM3997 5 7 4 28 348 $136,000
905 6 AC ACP 8 NINTH ST WDWM4464 8 6 3 18 11 $4,000
905 6 AC ACP 8 NINTH ST WDWM4465 8 6 4 24 198 $77,000
905 6 AC ACP 8 NINTH ST WDWM4466 5 7 6 42 675 $263,000
905 6 AC ACP 8 NINTH ST WDWM4467 8 6 6 36 680 $265,000
905 4 SP STL 8 NINTH ST WDWM6392 8 8 2 16 394 $154,000
905 4 SP STL 8 NINTH ST WDWM6393 8 8 2 16 376 $147,000
905 4 SP STL 8 NINTH ST WDWM6394 8 8 2 16 181 $71,000
905 4 SP STL 8 NINTH ST WDWM6448 8 7 1 7 39 $15,000
905 4 SP STL 8 NINTH ST WDWM9212 8 8 2 16 368 $144,000
905 6 AC ACP 8 NINTH ST WDWM5454 8 5 4 20 489 $191,000
905 6 AC ACP 8 NORTHMOOR DR WDWM3789 No Zone 7 4 28 271 $106,000 905 6 AC ACP 8 NORTHMOOR DR WDWM3790 No Zone 7 4 28 289 $113,000 905 6 AC ACP 8 NORTHMOOR DR WDWM3791 No Zone 7 4 28 283 $110,000 905 6 AC ACP 8 NORTHMOOR DR WDWM3792 No Zone 7 4 28 309 $121,000 905 6 AC ACP 8 NORTHMOOR DR WDWM3793 No Zone 7 6 42 575 $224,000 905 6 AC ACP 8 NORWICH WY WDWM4075 5 6 4 24 175 $68,000 905 6 AC ACP 8 NORWICH WY WDWM4077 5 6 4 24 175 $68,000 905 6 AC ACP 8 NORWICH WY WDWM4080 5 6 4 24 178 $69,000 905 6 AC ACP 8 NORWICH WY WDWM4081 5 6 4 24 175 $68,000 905 6 AC ACP 8 NORWICH WY WDWM4083 5 6 4 24 104 $41,000 905 6 AC ACP 8 NORWICH WY WDWM4084 5 6 4 24 82 $32,000
905 6 AC ACP 8 NORWICH WY WDWM4086 5 6 4 24 353 $138,000 905 6 PVC C900 8 OAKCREST DR WDWM5191 9 5 2 10 389 $152,000 905 6 AC ACP 8 OAKLAND WY WDWM4088 5 6 4 24 308 $120,000 905 6 CIPP CIP 8 OLIVE ST WDWM5065 8 5 2 10 173 $67,000 905 6 AC ACP 8 ORANGE AVE WDWM4415 7 5 4 20 278 $108,000 905 6 AC ACP 8 ORANGEWOOD SQUARE WDWM4078 5 6 4 24 334 $130,000 905 6 AC ACP 8 ORANGEWOOD SQUARE WDWM4079 5 6 4 24 409 $160,000 905 6 AC ACP 8 PALM AVE WDWM5076 7 6 4 24 214 $83,000
905 6 AC ACP 8 PALOMAR DR WDWM7966 4 7 6 42 563 $220,000 905 6 AC ACP 8 PALOMAR DR WDWM7968 4 7 4 28 259 $101,000 905 6 AC ACP 8 PARK LN WDWM4316 7 5 4 20 205 $80,000
905 6 AC ACP 8 PARK LN WDWM4317 7 5 4 20 373 $145,000
905 6 AC ACP 8 PARK LN WDWM4486 7 5 4 20 195 $76,000
905 6 AC ACP 8 PARK LN WDWM4489 7 5 6 30 705 $275,000
905 6 AC ACP 8 PARK LN WDWM5015 7 5 4 20 143 $56,000
905 6 AC ACP 8 PARK LN WDWM5087 7 6 6 36 595 $232,000
905 6 CMLC CML-TW 8 PARKRIDGE AVE WDWM4233 4 5 2 10 236 $92,000 905 6 CMLC CML-TW 8 PARKRIDGE AVE WDWM4235 4 5 2 10 393 $153,000 905 6 SP STL 8 PARKRIDGE AVE WDWM4252 4 8 4 32 545 $213,000 905 6 SP STL 8 PARKRIDGE AVE WDWM4274 4 8 2 16 346 $135,000 905 6 CMLC CML-TW 8 PARKRIDGE AVE WDWM5022 4 5 2 10 61 $24,000 905 6 CMLC CML-TW 8 PARKRIDGE AVE WDWM5023 4 5 2 10 489 $191,000 905 6 CMLC CML-TW 8 PARKRIDGE AVE WDWM5105 4 5 1 5 23 $9,000 905 6 AC ACP 8 PENROSE DR WDWM4149 4 7 3 21 13 $5,000
905 6 AC ACP 8 PENROSE DR WDWM4150 4 7 4 28 206 $80,000 905 6 AC ACP 8 PENROSE DR WDWM4152 4 7 4 28 360 $140,000 905 6 AC ACP 8 PENROSE DR WDWM6750 4 7 4 28 333 $130,000 905 6 AC ACP 8 PIKE DR WDWM4256 4 7 4 28 417 $163,000
905 6 AC ACP 8 PIKE DR WDWM4257 4 7 4 28 256 $100,000
905 6 AC ACP 8 PIKE DR WDWM4258 4 7 4 28 433 $169,000
905 6 AC ACP 8 PIKE DR WDWM4262 4 7 4 28 134 $52,000
5 of 8
Size Deficient Pipes - 905 PZ
(Pipelines 4.0 inches to Under 8-inches in diameter)
*8-inch diameter pipelines not included
905 6 AC ACP 8 PINE CREST DR WDWM3801 No Zone 7 6 42 1,449 $565,000 905 6 AC ACP 8 PLATT CIR WDWM5052 5 6 4 24 122 $48,000
905 6 AC ACP 8 PLEASANT VIEW AVE WDWM4016 9 7 6 42 1,271 $496,000 905 4 CIPP CIP 8 PLEASANT VIEW ST WDWM6399 9 5 4 20 1,674 $653,000 905 6 CAS CIP 8 PLEASANT VIEW ST WDWM5517 9 6 1 6 48 $19,000 905 6 CIPP CIP 8 RAILROAD ST WDWM3966 8 5 1 5 45 $18,000 905 6 CIPP CIP 8 RAILROAD ST WDWM3967 4 4 2 8 518 $202,000 905 6 CIPP CIP 8 RAILROAD ST WDWM4136 4 6 2 12 203 $79,000 905 6 CIPP CIP 8 RAILROAD ST WDWM4139 4 6 4 24 881 $344,000 905 6 AC ACP 8 RAINBROOK WY WDWM4089 5 6 4 24 189 $74,000 905 6 AC ACP 8 RAINBROOK WY WDWM4091 5 6 4 24 177 $69,000 905 6 AC ACP 8 RAINBROOK WY WDWM4093 5 6 4 24 185 $72,000 905 6 AC ACP 8 RANCHO CORONA DR WDWM5055 No Zone 5 6 30 1,137 $443,000 905 6 AC ACP 8 REDWOOD ST WDWM5040 7 6 6 36 745 $291,000 905 6 AC ACP 8 RIDGEMONT WY WDWM4071 5 6 4 24 467 $182,000 905 6 AC ACP 8 RIDGEMONT WY WDWM4097 5 6 4 24 433 $169,000 905 6 AC ACP 8 RIDGEMONT WY WDWM4099 5 6 4 24 415 $162,000 905 6 AC ACP 8 RIDGEVIEW TERR WDWM3812 No Zone 7 4 28 256 $100,000 905 6 AC ACP 8 RIDGEVIEW TERRACE WDWM3813 No Zone 7 4 28 283 $110,000 905 6 AC ACP 8 RIDGEVIEW TERRACE WDWM3814 No Zone 7 4 28 258 $101,000 905 6 AC ACP 8 RIDGEVIEW TERRACE WDWM3815 No Zone 7 4 28 265 $103,000 905 6 AC ACP 8 RIDGEVIEW TERRACE WDWM3816 No Zone 7 4 28 217 $85,000 905 6 AC ACP 8 RIDGEVIEW TERRACE WDWM3817 No Zone 7 6 42 764 $298,000 905 6 AC ACP 8 RIDGEVIEW TERRACE WDWM3821 No Zone 7 3 21 30 $12,000 905 6 CIPP CIP 8 RIMPAU AVE WDWM4372 7 5 2 10 261 $102,000 905 6 CIPP CIP 8 RIMPAU AVE WDWM4373 7 5 1 5 42 $16,000 905 6 CIPP CIP 8 RIMPAU AVE WDWM4374 7 5 2 10 232 $90,000 905 6 CIPP CIP 8 RIMPAU AVE WDWM4375 7 5 2 10 73 $28,000 905 6 CIPP CIP 8 RIMPAU AVE WDWM4376 7 5 2 10 63 $25,000 905 6 CIPP CIP 8 RIMPAU AVE WDWM4544 7 4 2 8 329 $128,000 905 6 SP STL 8 RIMPAU AVE WDWM6905 7 8 2 16 153 $60,000 905 6 AC ACP 8 RIMPAU AVE WDWM6908 7 6 4 24 152 $59,000 905 4 AC ACP 8 ROOSEVELT CIR WDWM7755 3 5 4 20 234 $91,000 905 6 AC ACP 8 ROSEGLEN WY WDWM5051 5 6 4 24 99 $39,000 905 6 PVC C900 8 RUNNING SPRINGS CT WDWM5188 9 5 2 10 335 $131,000 905 6 AC ACP 8 RUSHMORE DR WDWM4248 4 7 4 28 522 $204,000 905 6 AC 8 S VICENTIA AVE 8 5 4 20 310 $121,000
905 6 PVC C900 8 S YELLOWSTONE CIR WDWM5330 3 5 2 10 252 $98,000 905 6 PVC C900 8 SAMPSON AV WDWM1397 7 5 1 5 7 $3,000
905 6 PVC C900 8 SAMPSON AV WDWM1398 7 5 1 5 7 $3,000
905 6 PVC C900 8 SAMPSON AV WDWM1399 7 5 2 10 240 $94,000 905 6 AC ACP 8 SAN GORGONIO DR WDWM4269 4 7 4 28 521 $203,000 905 6 AC ACP 8 SAN JACINTO DR WDWM4281 4 7 4 28 248 $97,000 905 6 AC ACP 8 SAN JACINTO DR WDWM4282 4 7 4 28 442 $172,000 905 6 AC ACP 8 SAN MIGUEL DR WDWM4268 4 7 6 42 586 $229,000 905 4 PVC C900 8 SAN VISCAYA CIR WDWM6398 9 5 2 10 453 $177,000 905 6 AC ACP 8 SAPPHIRE LN WDWM4048 5 7 4 28 194 $76,000 905 6 AC ACP 8 SAPPHIRE LN WDWM4057 5 7 6 42 1,912 $746,000 905 6 PVC C900 8 SCHOOL ST WDWM1358 8 5 2 10 142 $55,000 905 6 PVC C900 8 SCHOOL ST WDWM9240 8 5 2 10 124 $48,000 905 6 CIPP CIP 8 SEVENTH ST WDWM3891 8 6 1 6 41 $16,000 905 6 CIPP CIP 8 SEVENTH ST WDWM3892 8 5 2 10 168 $66,000 905 6 CIPP CIP 8 SEVENTH ST WDWM3893 8 6 2 12 180 $70,000 905 6 CIPP CIP 8 SEVENTH ST WDWM3894 8 6 1 6 8 $3,000
905 6 CIPP CIP 8 SEVENTH ST WDWM3897 8 6 2 12 196 $76,000 905 6 PVC CIP 8 SEVENTH ST WDWM3905 8 8 2 16 372 $145,000 905 6 CIPP CIP 8 SEVENTH ST WDWM4330 8 6 2 12 183 $71,000 905 6 CIPP CIP 8 SEVENTH ST WDWM4331 8 6 2 12 210 $82,000 905 6 CIPP CIP 8 SEVENTH ST WDWM4332 8 6 2 12 202 $79,000 905 6 CIPP CIP 8 SEVENTH ST WDWM4333 8 6 2 12 181 $71,000 905 6 CIPP CIP 8 SEVENTH ST WDWM4478 8 6 2 12 422 $165,000 905 6 CIPP CIP 8 SEVENTH ST WDWM4848 8 6 2 12 371 $145,000 905 6 CIPP CIP 8 SEVENTH ST WDWM4849 8 6 1 6 8 $3,000
905 6 CIPP CIP 8 SEVENTH ST WDWM4876 8 6 1 6 16 $6,000
905 6 CIPP CIP 8 SEVENTH ST WDWM4877 8 6 2 12 182 $71,000 905 6 CIPP CIP 8 SEVENTH ST WDWM5049 8 5 1 5 13 $5,000
905 6 CIPP CIP 8 SEVENTH ST WDWM7595 8 6 2 12 373 $145,000 905 6 AC ACP 8 SHADOW GLEN WY WDWM4072 5 6 4 24 287 $112,000 905 6 AC ACP 8 SHADOW GLEN WY WDWM4073 5 6 4 24 292 $114,000 905 6 AC ACP 8 SHADOW GLEN WY WDWM4076 5 6 4 24 344 $134,000 905 6 AC ACP 8 SHERMAN AVE WDWM3994 5 7 3 21 8 $3,000
905 6 AC ACP 8 SHERMAN AVE WDWM3995 5 7 4 28 182 $71,000 905 6 AC ACP 8 SHERMAN AVE WDWM3996 5 7 4 28 470 $183,000 905 6 AC ACP 8 SHERMAN AVE WDWM3999 5 7 4 28 345 $135,000 6 of 8
Size Deficient Pipes - 905 PZ
(Pipelines 4.0 inches to Under 8-inches in diameter)
*8-inch diameter pipelines not included
905 6 AC ACP 8 SHERMAN AVE WDWM4002 5 7 4 28 111 $43,000 905 6 AC ACP 8 SHERMAN AVE WDWM4005 5 7 4 28 261 $102,000 905 6 CIPP CIP 8 SHERMAN AVE WDWM4006 5 5 2 10 74 $29,000 905 6 CIPP CIP 8 SHERMAN AVE WDWM4008 9 5 2 10 59 $23,000 905 6 CIPP CIP 8 SHERMAN AVE WDWM4023 9 5 1 5 8 $3,000
905 6 CIPP CIP 8 SHERMAN AVE WDWM4024 9 5 2 10 305 $119,000 905 6 CIPP CIP 8 SHERMAN AVE WDWM4032 9 5 2 10 197 $77,000 905 6 CIPP CIP 8 SHERMAN AVE WDWM4033 9 5 1 5 23 $9,000 905 6 CIPP CIP 8 SHERMAN AVE WDWM4541 9 5 2 10 253 $99,000 905 6 CIPP CIP 8 SHERMAN AVE WDWM4542 9 5 2 10 243 $95,000 905 6 CIPP CIP 8 SHERMAN AVE WDWM4543 9 5 2 10 171 $67,000 905 4 CIPP CIP 8 SHERMAN AVE WDWM6350 5 5 2 10 266 $104,000 905 6 CIPP CIP 8 SIXTH ST WDWM4003 5 5 1 5 5 $2,000
905 6 CIPP CIP 8 SIXTH ST WDWM4004 5 5 1 5 27 $11,000
905 6 CIPP CIP 8 SIXTH ST WDWM4581 5 5 4 20 1,148 $448,000 905 6 CIPP CIP 8 SIXTH ST WDWM5058 5 5 2 10 74 $29,000
905 6 AC ACP 8 SIXTH ST WDWM5203 5 5 4 20 86 $34,000
905 6 CIPP CIP 8 SIXTH ST WDWM10747 5 5 2 10 422 $165,000 905 6 CIPP CIP 8 SIXTH ST WDWM10748 5 5 2 10 131 $51,000 905 6 AC ACP 8 SMITH AV WDWM5061 5 6 3 18 20 $8,000
905 6 CIPP CIP 8 SPRUCE ST WDWM4408 7 5 2 10 327 $128,000 905 6 CIPP CIP 8 SPRUCE ST WDWM4409 7 5 2 10 316 $123,000 905 6 AC ACP 8 TETON PL WDWM4260 4 7 4 28 231 $90,000
905 6 AC ACP 8 THORNWOOD SQ WDWM4082 5 6 6 36 847 $330,000 905 6 AC ACP 8 TODD CIR WDWM4116 5 6 4 24 252 $98,000
905 6 CIPP CIP 8 UNKNOWN WDWM3978 8 5 2 10 160 $62,000
905 6 CIPP CIP 8 UNKNOWN WDWM3982 8 5 4 20 575 $224,000 905 6 CIPP CIP 8 UNKNOWN WDWM4042 8 6 2 12 308 $120,000 905 6 CIPP CIP 8 UNKNOWN WDWM4043 8 6 2 12 193 $75,000
905 6 AC ACP 8 UNKNOWN WDWM4098 5 6 4 24 295 $115,000
905 6 AC ACP 8 UNKNOWN WDWM4117 5 6 4 24 249 $97,000
905 6 AC ACP 8 UNKNOWN WDWM4119 5 6 4 24 271 $106,000
905 6 AC ACP 8 UNKNOWN WDWM4174 4 6 4 24 331 $129,000
905 6 AC ACP 8 UNKNOWN WDWM4234 4 6 6 36 743 $290,000
905 6 AC ACP 8 UNKNOWN WDWM4242 4 5 3 15 8 $3,000
905 6 CIPP CIP 8 UNKNOWN WDWM4550 8 6 1 6 7 $3,000
905 6 AC ACP 8 UNKNOWN WDWM4564 4 6 3 18 20 $8,000
905 6 AC ACP 8 UNKNOWN WDWM4565 4 6 4 24 101 $39,000
905 6 AC ACP 8 UNKNOWN WDWM4566 4 6 3 18 12 $5,000
905 6 AC ACP 8 UNKNOWN WDWM4569 4 6 4 24 297 $116,000
905 6 AC ACP 8 UNKNOWN WDWM4624 8 5 6 30 744 $290,000
905 6 CIPP CIP 8 UNKNOWN WDWM4893 8 6 4 24 689 $269,000 905 6 CIPP CIP 8 UNKNOWN WDWM4936 8 6 2 12 189 $74,000
905 6 AC ACP 8 UNKNOWN WDWM5064 8 7 3 21 12 $5,000
905 6 AC ACP 8 UNKNOWN WDWM5090 4 5 4 20 132 $51,000
905 6 AC ACP 8 UNKNOWN WDWM5092 4 7 4 28 304 $119,000
905 6 AC ACP 8 UNKNOWN WDWM5253 9 5 4 20 124 $48,000
905 4 CIPP CIP 8 UNKNOWN WDWM6349 8 5 4 20 572 $223,000 905 4 AC ACP 8 UNKNOWN WDWM6353 9 7 4 28 75 $29,000
905 4 SP STL 8 UNKNOWN WDWM6358 8 8 2 16 370 $144,000
905 4 AC ACP 8 UNKNOWN WDWM6363 8 6 3 18 31 $12,000
905 4 CMLC CML-TW 8 UNKNOWN WDWM6364 7 5 2 10 466 $182,000 905 4 SP STL 8 UNKNOWN WDWM6373 8 8 4 32 545 $213,000
905 4 AC ACP 8 UNKNOWN WDWM6436 4 6 4 24 231 $90,000
905 4 AC ACP 8 UNKNOWN WDWM6437 4 6 3 18 33 $13,000
905 6 AC ACP 8 UNKNOWN WDWM6458 8 5 4 20 363 $142,000
905 4 CIPP CIP 8 UNKNOWN WDWM7131 8 4 1 4 17 $7,000
905 6 PVC C900 8 UNKNOWN WDWM5836 9 5 2 10 192 $75,000
905 6 PVC C900 8 UNKNOWN WDWM5862 4 5 2 10 90 $35,000
905 6 PVC C900 8 UNKNOWN WDWM7627 9 5 2 10 187 $73,000
905 6 AC ACP 8 UNKNOWN WDWM7681 3 5 4 20 197 $77,000
905 4 SP STL 8 UNKNOWN WDWM6358 8 8 1 8 12 $5,000
905 4 DIP 8 UNKNOWN 7 4 1 4 11 $4,000
905 4 DIP 8 UNKNOWN 7 4 1 4 9 $4,000
905 6 AC ACP 8 VENTURA AVE WDWM6019 3 5 4 20 132 $51,000 905 6 AC ACP 8 VIA BERNARDO WDWM3832 5 6 6 36 821 $320,000 905 6 AC ACP 8 VIA BERNARDO WDWM3837 No Zone 6 3 18 20 $8,000 905 6 AC ACP 8 VIA DEL RIO WDWM4069 5 5 4 20 67 $26,000 905 6 AC ACP 8 VIA DEL RIO WDWM4518 No Zone 5 4 20 142 $55,000 905 6 AC ACP 8 VIA DEL RIO WDWM4519 No Zone 5 4 20 429 $167,000 905 6 AC ACP 8 VIA DEL RIO WDWM5195 No Zone 5 3 15 6 $2,000 905 6 AC ACP 8 VIA DEL RIO WDWM5196 No Zone 5 4 20 310 $121,000 905 6 AC ACP 8 VIA DEL RIO WDWM5512 No Zone 5 4 20 344 $134,000 905 6 AC ACP 8 VIA DEL RIO WDWM5514 No Zone 5 6 30 754 $294,000 7 of 8
Size Deficient Pipes - 905 PZ
(Pipelines 4.0 inches to Under 8-inches in diameter)
*8-inch diameter pipelines not included
905 6 AC ACP 8 VIA JOSEFA WDWM3808 5 7 3 21 26 $10,000
905 6 PVC ACP 8 VIA JOSEFA WDWM3809 No Zone 7 2 14 243 $95,000 905 6 AC ACP 8 VIA JOSEFA WDWM5194 No Zone 5 6 30 673 $262,000 905 6 PVC ACP 8 VIA JOSEFA WDWM3809 No Zone 7 1 7 11 $4,000 905 6 AC ACP 8 VIA MARCOS WDWM5199 No Zone 5 4 20 291 $113,000 905 6 SP STL 8 VIA SANTIAGO WDWM3819 No Zone 8 2 16 66 $26,000 905 6 AC ACP 8 VIA SANTIAGO WDWM4047 5 7 4 28 225 $88,000 905 6 SP STL 8 VIA SANTIAGO WDWM3819 No Zone 8 1 8 11 $4,000 905 6 AC STL 8 VIA SANTIAGO WDWM3818 No Zone 8 3 24 11 $4,000 905 6 CIPP CIP 8 VICENTA AVE WDWM4515 4 7 1 7 37 $14,000 905 6 AC ACP 8 VICENTIA AVE WDWM3862 8 6 4 24 339 $132,000 905 6 AC ACP 8 VICENTIA AVE WDWM3864 8 6 4 24 264 $103,000 905 6 AC CIP 8 VICENTIA AVE WDWM3924 8 8 3 24 32 $12,000 905 6 AC CIP 8 VICENTIA AVE WDWM3925 8 8 4 32 376 $147,000 905 6 CIPP CIP 8 VICENTIA AVE WDWM3930 8 7 2 14 358 $140,000 905 6 SP STL 8 VICENTIA AVE WDWM3942 8 8 2 16 344 $134,000 905 6 SP STL 8 VICENTIA AVE WDWM3946 8 8 2 16 386 $151,000 905 6 AC ACP 8 VICENTIA AVE WDWM3951 8 6 4 24 360 $140,000 905 6 CIPP CIP 8 VICENTIA AVE WDWM3968 8 7 2 14 215 $84,000 905 6 CIPP CIP 8 VICENTIA AVE WDWM3970 8 7 2 14 488 $190,000 905 6 CIPP CIP 8 VICENTIA AVE WDWM3971 8 7 2 14 448 $175,000 905 6 SP STL 8 VICENTIA AVE WDWM4590 8 8 2 16 80 $31,000 905 6 SP STL 8 VICENTIA AVE WDWM4591 8 8 2 16 202 $79,000 905 6 SP STL 8 VICENTIA AVE WDWM4592 8 8 1 8 17 $7,000
905 6 CIPP CIP 8 VICENTIA AVE WDWM4622 8 7 1 7 10 $4,000 905 6 CIPP CIP 8 VICENTIA AVE WDWM4626 8 7 1 7 32 $12,000 905 4 AC ACP 8 VICENTIA AVE WDWM6356 4 7 4 28 287 $112,000 905 6 SP STL 8 VICENTIA AVE WDWM6949 8 8 2 16 202 $79,000 905 6 SP STL 8 VICENTIA AVE WDWM6950 8 7 1 7 15 $6,000
905 6 SP STL 8 VICENTIA AVE WDWM7389 8 8 2 16 167 $65,000 905 6 CIPP ACP 8 VICENTIA AVE WDWM6165 8 5 1 5 13 $5,000 905 6 AC ACP 8 VICTORIA AVE WDWM5077 7 6 3 18 5 $2,000
905 6 AC ACP 8 VICTORIA AVE WDWM5078 7 6 3 18 34 $13,000 905 6 AC 8 W 2ND ST 8 8 4 32 145 $57,000
905 6 PVC 8 W 2ND ST 8 4 1 4 20 $8,000
905 6 CIPP CIP 8 WAKEFIELD AVE WDWM3986 8 5 2 10 198 $77,000 905 6 AC ACP 8 WAKEFIELD AVE WDWM4497 8 6 4 24 73 $28,000 905 6 PVC STL 8 WASHBURN ST WDWM3895 8 7 2 14 375 $146,000 905 6 PVC C900 8 WHISPERING TREE LN WDWM5186 9 5 2 10 271 $106,000 905 6 CIPP CIP 8 WILLIAM ST WDWM4446 7 5 2 10 302 $118,000 905 6 AC ACP 8 WILLITS DR WDWM4114 5 6 4 24 195 $76,000 905 6 AC ACP 8 WILLITS DR WDWM4115 5 6 4 24 75 $29,000
905 6 AC ACP 8 WINSLOW WDWM4250 4 7 4 28 283 $110,000
905 6 AC ACP 8 WINSLOW DR WDWM4246 4 7 4 28 497 $194,000 905 6 AC ACP 8 WOODBROOK WY WDWM4074 5 6 4 24 521 $203,000 905 4 AC ACP 8 YORBA ST WDWM6351 9 7 4 28 380 $148,000
Total $65,118,000
8 of 8

MAGNOLIA AVE

SIXTH ST

PROMENADE AVE

SIXTH ST

INDIANA AVE

NEECE ST

TEMESCAL ST

PROMENADE AVE

MOODY ST

BYRON ST

LEESON LN

TRADEMARK CIR

ELLIS ST

BLAIR ST

LEESON LN
WDWM4557
City of Corona
´
Size Deficient Pipes
(4.0 inches to Under 8-inches in diameter)
8-inch diameter pipelines not included
Street Pavement Rehab Zone
Zone 1
Zone 7
Water Mains
Pipelines
Size Deficient Pipes (4.0 inches to <8-inches in diameter) Background Reference
Parcels
City Boundary
System Pressure Zone
920
within System Pressure Zone 920
System Pressure Zone
920
Size Deficient Pipes - 920 PZ
(Pipelines 4.0 inches to Under 8-inches in diameter)
*8-inch diameter pipelines not included
Zone
Ex.

Diameter
(in)
Ex.

Material
Ex. MTRL
Prop.

Diameter
(in)
Street Name NEXGEN_ID
Pavement
Rehab Zone
LOF COF COFxLOF
Length
(ft)
Estimated
Construction
Opinion ($)
920 6 ACP ACP 8 WDWM4557 1 6 4 24 305 $119,000
Total $119,000
1 of 1

PROMENADE AVE

SECOND ST
15 FWY

HIDDEN VALLEY PKWY

INDIANA AVE

COLLETT AVE

VILLAGE LOOP DR

CLEAR SPRINGS DR

NORCO HILLS RD

SAMPSON AVE
15 FWY

PARKVIEW DR

BUCHANAN ST

RANCH VISTA RD

CRESTA RD

PARKRIDGE AVE

HARRISON ST

MCKINLEY ST

PRESIDIO LN

MCKINLEY ST

MAGNOLIA AVE
JOY ST
15 FWY
91 FWY
91 FWY

GRIFFIN WAY
15 FWY

STEVEN DR

MAGNOLIA AVE
91 FWY
15 FWY

LINCOLN ST

FIRST ST

RIVERWOOD WAY

SILVER SPRINGS PL

DODGE WAY
CALICO
CT

SHETLAND CT

CLYDESDALE CT

DIXIE LN

WIMBLEDON DR

HARVILL LN

ATWOOD CIR

EVENINGWIND DR

SECOND ST

WOLFSON CIR

MOUNT HUMPHRIES CIR

BENIDORM CIR
C
O
OLID
GE CIR

KNOX CIR

RED ROCK WAY
S
A
N JA
CIN
TO
CIR

CANTERBURY CIR

COOLIDGE ST

WELLINGTON CIR

WILDOAK WAY

PASO FINO PL

SHIRE PL

CROSS RAIL LN

ARTHUR CIR

CORONA AVE

YELLOWSTONE CIR

ROOSEVELT CIR

HOBART CIR

COLFAX CIR

DAVIDSON ST

SOMERSET CIR
LA
SALLE
CIR

YOSEMITE CIR

CORPORATE

TERRACE
CIR

HARNESS LN

CORONA CIR

VILLA MONTES CIR

LA TREMOLINA CIR

LEUCADIA CIR

LENAI CIR

LAS MERCEDES CIR
TEMES

CAL CIR

PRESIDIO CIR

PEBBLEHILL CIR

TERRA CIR

LADERA CIR

TAMPICO CIR

CALHOUN CIR
COSTA
BRAVA
CIR

VALLEYWOOD CIR

LINDEN CIR

STONEY CREEK CIR

ATHERTON CIR
DON
LUIS
CIR

VALLEY VIEW AVE

CORONA AVE

SNOWDRIFT DR

MEYER CIR

REED CIR

MOUNT HUMPHRIES ST

LINCOLN ST

RICHEY CIR

REINDEER CT

RICHEY CIR

MARTINA
C
RI

ARBOR GLEN CT

ORANGEGROVE CIR

SUNGATE DR

TREEHOUSE LN

SUNVALLEY LN

DORADO ST

VALLEY VIEW AVE

STONEYBROOK DR

MCKINLEY ST

RICHEY CIR
MILLC
REEK
PL

BLACKPINE DR

FAN PALM DR

BREEZEWOOD ST

TREEHOUSE LN

LA TERRAZA CIR

PEARL ST

MANCERO CIR

SAN CARLOS CIR

HIGHPOINTE DR

LA CRUZ CIR

PRINCELAND CT

LAGUNA CIR

CLEGHORN
DR

WILDWOOD PL

LAKESIDE PL

HIGHPOINTE DR

GERRY CIR

HAMLIN CIR

ARLINGTON WAY

BELGIONPL

GOLDENEAGLE DR

LILY CT
RANCH

VISTA RD

LA PAZ CIR

NIGUEL ST

RICHEY ST

BRIARWOOD ST

WHEELER CIR

REDTAIL DR

EATON ST
OSO DR
EAG
L
E
S
N
E
ST
D
R

GRIFFIN WAY

FIELDSTONE CIR

PIKE DR

SUNGATE DR

PASEO AZUL WAY

TOMPKINS CIR

MORGAN PL

HOLLYGLEN CIR

CAITLIN CIR

TRIADOR ST

MIRASOL LN

CEDARWOOD CIR

ARABIAN WAY

ALLISS CT

PELICAN LN

ALMERIA ST

DYLAN CIR

GRAYWOOD CT

PARKSIDE DR

BUTTONWOOD CIR

ASHLAND PL

VISTA REAL ST
ALLEN
DR
VISTA
D
E
L
C
E
RRO
D
R

CRESTA RD

SHENANDOAH
RD

VISTA DEL CERRO DR

BERKLEY CIR

TEMESCAL
ST

HENDRICKS CIR

AZTEC LN

CEDAR GLEN DR

WILDFLOWERCT

GARLAND WAY

NEWHALL DR

CIMARRON PL

ARABIAN PL

LYNFORD WAY

IRON BARK RD

RANCH VISTA RD

ROSEMARY CIR
M
ESA
ALTA
CIR

DARTMOUTH ST

MARIAH CIR

REMINGTON ST

TRADEWIND PL

ROSAS CT

LAS COLINAS CIR

MESA DR
L
E
ROY
D
R

TOUCAN DR

FALCONCREST DR

FUCHSIA ST

DILL CIR

MIRA MONTE ST

HACKNEY PL

HARDING RD

GILMORE DR

OLIVIAMAE CIR

RICHEY ST

QUIVERO CIR

CAMINO SAN BENITO DR

ALLEGRE CIR

WOODCREST CT

LA ENTRADA AVE

DELILAH ST

PORCH ST
LA

TERRAZA
CIR

CURRY CT

MONTEZUMA DR

ESTELLE ST

TESORO WAY

FLAMINGO DR

OLINDA ST

COOPERS AVE

FENNEL DR

TYGAR WAY

WEATHERWOOD RD

SAN MARCOS LN

RICHEY CIR

DOGWOOD CIR
PALO
CEDRO
DR

CANTERBURY ST

SHAFFER
ST

GINGER LN

VONITA CIR

EATON ST

WOODSIDE CT

PATRICK CT

GRANT ST

BRIANNA WAY

YASMENT ST

WYATT PL

NORTH POLE LN

TREELINE DR

WELLESLEY DR

LA VENTANA CIR

LAGUNA DR

THOROUGHBRED LN

ROYAL CIR

CURRY CIR

EL PASO DR

SURREY CIR

ALLEGRE DR

LEYENDA DR

LA VISTA AVE

LAS LUNITAS LN

COLLETT AVE

ROCA CIR

INDIGO HILLS DR
C
ASA
N
D
R
A LN
HERON
DR

JUNE DR

TREEMONT PL

MORAB WAY

DAWES LN

LA DOCENA LN

RUSSELL DR

COVENTRY CIR

PLAYA BLANCA CIR

BRIDLECREST RD

MADERA CIR

BRITTANY DR

HIGHRIDGE DR

SCARBOROUGH CIR

RICHEY CIR

BARBRE CIR

LA PALMA CIR

OLDENBURG LN

VENTURA AVE

WILKE DR

PRESIDIO LN

ASTORIA ST

TETON DR

PINNACLE CIR

CORIANDER CIR

WINDWOOD DR

SAN JACINTO DR

VALLEYWOOD ST

KENNEDY DR

FRAMINGHAM LN

GILMORE DR

SUNVALLEY LN

LAS COLINAS CIR

WRIGHTWOOD RD

TERRA DR
STEVEN
D
R

SADDLEBACK DR

MAPLELEAF DR

HERMOSA DR

PALOMAR DR

DOHERTY ST

MEADOWVIEW DR

WINDWOOD DR

SUNVALLEY LN

WELLESLEY DR
SAINT
H
ELENA
D
R

LA TREMOLINA LN

MONDALE ST

VIA RYAN DR

GLOUCESTER LN GINGER CIR

LAGUNA DR

SWAN LN

NEWHALL DR

SAFFRON CIR

COVENTRY ST

CELERY LN

ELGIN WAY

ROOSEVELT ST

DARTMOUTH CIR

WINSLOW PL

ELMVIEW DR

HARLOW AVE

NEWCASTLE WAY

SANDSTONE LN

AZURE LN

TUNDAR LN

ANDALUSIAN
D
R

MAMMOTH LN

ASHLAND PL

MOUNT THOMPSON CIR

DEL NORTE DR

FAIROAKS LN

SLOAN DR

JORDAN CT

BARBRE LN

YUBA CIR

MOONRIDGE CIR

ALPINEMIST ST

SAN BENITO LN

HAYES CIR

VAQUERO WAY

VERDUGO DR

CEDAR GLEN CIR

RAQUEL RD

PARSLEY LN
T
H
O
RO
U
G
H
B
RED PL

WILSON CIR

LONESOME
DOVE
CT

BOUGANVILLEA CIR

CASCADE DR

MIRA VALLE ST

MANDEVILLA WAY

DORCHESTER CIR

COLLETT AVE

LA CIMA RD

SALDINA CIR

ASCOT ST

BRAVO DR

BARNSLEY WAY
SEDONA
LN

GLACIER CIR

ELISE WAY

FOXTAIL WAY
LA
C
U
M
B
RE CIR
S
H
A
D
OW
OAKS
CIR

CABRILLO CIR

PALA MESA DR

DARBY ST

GRIFFIN CIR

BRUNSWICK CIR

SERRANO DR

MORNINGSIDE DR

BROOKHAVEN CIR

ARGYLE CIR

LA CADENA LN

SHADYBROOK LN

RIPCHAK RD

HAMPSHIRE CIR
BO
NANZA
CIR

WOLFSON ST

HILLSBOROUGH
WAY

PEMBROKE CIR

MANCHESTER CIR

SIMON CIR

WILLOW DR

WELLESLEY CT

ATWOOD DR

ROCHESTER CIR

CALHOUN ST

CABANA CT

EXPLANADA
S
T

SANTA FE WAY

LATIGO CT

WINDSTORM WAY
BO
DIE PL

CARAWAY CT

STONERIDGE DR

LONGHORN WAY

CONESTOGA WAY

SUNSTREAM DR

STONEHAVEN DR

MISTLETOE DR

TEHAMA CIR

VALDOSTA CIR

GUNSMOKE RD

SILVESTRE
CT

WOODWAY CT

BLACKSMITH
WAY

RAGLE WAY

OAKWOOD CT

MAGIA CIR

SAMANTHA CIR

GISE CIR

DANBURY CT
OCHEE
CIR

SISKIYOU LN

MONTAGUE CIR

TUNDAR CIR

BRECKENRIDGE CIR

HIGHPOINTE DR

MARYHELEN ST

PESCADERO CIR

CLINTON CIR

MOUNT WHITNEY CIR

CARSON CITY WAY

ESSEX ST

HAFLINGER RD

CARSON LN
D
O
D
GE CIT
Y
PL

CHELSEA WAY

HILLKIRK AVE

KPC PKWY

HILLVIEW DR

VALLEY DR

SILVER SPRINGS LN

BLAZING ST

SISKIYOU CIR

HILLSIDE
AVE

WINSLOW DR

DUPONT ST

TELLER ST

CYPRESS
CT

CEDARBROOK LN

COBBLESTONE CIR

WOODCLIFF CIR

SECOND ST

RUSHMORE DR

DRY GULCH PL

TEHAMA CIR

NAVARRO DR

ESPERANZA DR

RINGDAHL CIR

BALBOA DR

FIRST ST
H
A
N
CO
C
K
C
RI

DAUGHERTY RD

LAS MERCEDES LN

SAN GORGONIO DR

ABILENE PL

MONSTER WAY

TOWERGROVE DR

AVONDALE DR

FALMOUTH CT

HAWKCREST AVE

DOGWOOD WAY

CAMDEN CT

MORITA DR
SAN

MIGUEL DR
CANYON
VIEW
PL

SILVERHAWK DR

WYNOLA CT

CALDERONE DR

LA MARILLO CIR

CROUSE DR

POSADA CT

WILLOW DR
PALER
M
O
LN

SILVER SPUR WAY

TONTO BAR LN

STIRRUP WAY

ROCK SPRINGS AVE
LA LO
M
A LN

HARLOW AVE

WOODVALE DR

THYME DR

MARIPOSA DR

ASTORIA CIR

JOHN CIR

DYLAN DR
CIM
A
R
R
O
N LN

BUCKINGHAM WAY

JOHN DR
VIA
B
LAIRO
CIR

SECOND ST

QUEENSLAND CIR

GRANITE ST
LASSEN
DR

CHANTEL DR

IMPRESIVO DR

RUTH CIR

TEMESCAL AVE

FAIRBANKS ST

CORSICA DR

BRISTOL WAY

WILLOW DR

ESTELLE ST

TALLY HO LN
AQUINO
CIR
M
O
N
TAG
UE D
R

HILLTOP
LN

JASON CT

ANSELMO DR

BENJAMIN DR

FOXTROTTER RD

TEHACHAPI DR

BAGHDADY ST

HILLSIDE AVE

TUCSON AVE

LUCY LN

BIG PINE LN

LA CUMBRE ST

BROOKHAVEN DR

HAMILTON DR

FRIESIAN ST

TERMINO AVE

WYCLIFFE ST
WDWM2413
WDWM3168
WDWM6247
WDWM2414
WDWM2408
WDWM3169
WDWM3081
WDWM6249
WDWM3089
WDWM6259
WDWM3087
WDWM3085
WDWM2410
WDWM2409
WDWM6453
WDWM6452
WDWM6455
WDWM2494
WDWM2415
City of Corona
´
Size Deficient Pipes
(4.0 inches to Under 8-inches in diameter)
8-inch diameter pipelines not included
Street Pavement Rehab Zone
Zone 3
Zone 4
Zone 7
Water Mains
Pipelines
Size Deficient Pipes (4.0 inches to <8-inches in diameter) Background Reference
Parcels
City Boundary
System Pressure Zone
1020
within System Pressure Zone 1020
System Pressure Zone
1020
Size Deficient Pipes - 1020 PZ
(Pipelines 4.0 inches to Under 8-inches in diameter)
*8-inch diameter pipelines not included
Zone
Ex.

Diameter
(in)
Ex.

Material
Ex. MTRL
Prop.

Diameter
(in)
Street Name NEXGEN_ID
Pavement
Rehab Zone
LOF COF COFxLOF
Length
(ft)
Estimated
Construction
Opinion ($)
1020 6 AC ACP 8 BALBOA DR WDWM2415 3 7 6 42 586 $229,000 1020 4 DIP DIP 8 CEDAR GLEN DR WDWM6452 3 4 2 8 315 $123,000 1020 4 PVC C900 8 CURRY CIR WDWM6249 3 5 2 10 196 $76,000 1020 6 ACP ACP 8 DARTMOUTH ST WDWM3168 3 5 3 15 13 $5,000 1020 6 ACP ACP 8 DARTMOUTH ST WDWM3169 3 5 4 20 87 $34,000 1020 6 AC ACP 8 DEL NORTE DR WDWM2409 3 7 4 28 293 $114,000 1020 6 AC ACP 8 DEL NORTE DR WDWM2414 3 7 3 21 18 $7,000 1020 6 AC ACP 8 HERMOSA DR WDWM2408 3 7 4 28 86 $34,000 1020 6 AC ACP 8 HERMOSA DR WDWM2410 3 7 4 28 262 $102,000 1020 4 DIP DIP 8 LA CRUZ CIR WDWM6453 3 4 2 8 303 $118,000 1020 4 DIP DIP 8 LA PALMA CIR WDWM6455 3 4 2 8 333 $130,000 1020 6 AC ACP 8 LA VENTANA DR WDWM3081 3 5 4 20 185 $72,000 1020 6 AC ACP 8 LADERA CIR WDWM3085 3 5 4 20 258 $101,000 1020 4 PVC C900 8 MADERA CIR WDWM6259 3 5 2 10 246 $96,000 1020 6 AC ACP 8 ROCA CIR WDWM3087 3 5 4 20 254 $99,000
1020 4 AC ACP 8 ROCA CIR WDWM6247 3 5 3 15 14 $5,000
1020 6 AC ACP 8 TEMESCAL ST WDWM2413 3 7 3 21 13 $5,000 1020 6 ACP ACP 8 TEMESCAL ST WDWM2494 3 7 4 28 433 $169,000 1020 6 AC ACP 8 VONITA CIR WDWM3089 3 5 4 20 240 $94,000 Total $1,613,000
1 of 1

TEMESCAL CANYON RD

ONTARIO AVE

EL CERRITO RD

JOLORA AVE

CONSUL AVE

MINNESOTA RD

SANTA ANITA ST
GRANT
ST

SANTA RITA ST

ARCADIA ST

JOLORA AVE

DIPLOMAT AVE

KATY WAY

GRANDVIEW DR

FRANCISCA AVE

QUEBEC AVE

ENVOY AVE

CARMELITA AVE

RUDELL RD

MARILYN DR

MARILYN DR
WDWM6418 WDWM6424
WDWM6282
WDWM6423
City of Corona
´
Size Deficient Pipes
(4.0 inches to Under 8-inches in diameter)
8-inch diameter pipelines not included
Water Mains
Pipelines
Size Deficient Pipes (4.0 inches to <8-inches in diameter) Background Reference
Parcels
City Boundary
System Pressure Zone
1045
within System Pressure Zone 1045
System Pressure Zone
1045
Street Pavement Rehab Zone
Note: No size‑deficient pipes (pipelines

4.0 inches to <8-inches in diameter)
within PZ 1045 are located in street
pavement rehabilitation zones.

Size Deficient Pipes - 1045 PZ
(Pipelines 4.0 inches to Under 8-inches in diameter)
*8-inch diameter pipelines not included
Zone
Ex.

Diameter
(in)
Ex.

Material
Ex. MTRL
Prop.

Diameter
(in)
Street Name NEXGEN_ID
Pavement
Rehab Zone
LOF COF COFxLOF
Length
(ft)
Estimated
Construction
Opinion ($)
1045 4 SP STL 8 ARCADIA ST WDWM6282 No Zone 8 1 8 37 $14,000 1045 4 SP STL 8 ARCADIA ST WDWM6418 No Zone 8 1 8 11 $4,000 1045 4 SP STL 8 ARCADIA ST WDWM6424 No Zone 8 1 8 17 $7,000 1045 4 SP STL 8 EASEMENT WDWM6423 No Zone 8 4 32 643 $251,000 Total $276,000
1 of 1
WDWM2827
WDWM6308
WDWM6310
WDWM6451
WDWM6204
WDWM2829
WDWM6321
WDWM2308
WDWM1977
WDWM6322
WDWM2099
WDWM2326
WDWM2607
WDWM6198
WDWM2093
WDWM1968
WDWM1972
WDWM1970
WDWM2101
WDWM2148
WDWM6287

AUTO CENTER DR

RIVER RD

MCKINLEY ST

INDIANA AVE

PROMENADE AVE

SHERMAN AVE

LINCOLN AVE

MAGNOLIA AVE

COTA ST

EL CAMINO AVE

CIRCLE CITY DR

GRAND BLVD
D ST

TAYLOR AVE

POMONA RD

KIRKWOOD DR

COLLETT AVE

GARRETSON AVE

RADIO RD

SERFAS CLUB DR

MONTOYA DR

SHERMAN AVE

KELLOGG AVE

MAPLE ST
JOY ST

RIMPAU AVE

MAGNOLIA AVE

TEMESCAL CANYON RD

EIGHTH ST

BUENA VISTA AVE

VICTORIA AVE
JOY ST

EIGHTH ST

TENTH ST

BELLE AVE

MERRILL ST

CRESTA RD

SAMPSON AVE

OLIVE ST

BORDER AVE

VICENTIA AVE

HARRISON ST

PARKRIDGE AVE

MCKINLEY ST

EL CERRITO RD

MANGULAR AVE

MONTOYA DR

FOOTHILL PKWY

GREEN RIVER RD

THIRD ST

SIXTH ST

RAILROAD ST

MASTERS DR

RIDGELINE DR

SHERIDAN ST

SMITH AVE

CAJALCO RD

CALIFORNIA AVE

RINCON ST

BEDFORD CANYON RD

PICO ST
91 FWY

CITRUS WAY

RINCON ST

OAKRIDGE DR

BLAINE ST

EAGLE GLEN PKWY

SANTANA WAY

CITRON ST

SIXTH ST

UPPER DR

MAIN ST

ONTARIO AVE

HARRISON ST
91 FWY
15 FWY

MAGNOLIA AVE

GRIFFIN WAY

FULLERTON AVE

COMPTON AVE

EL SOBRANTE RD

PRADO RD
15 FWY
91 FWY

PALISADES DR
15 FWY

GEORGETOWN DR

HARLOW AVE

CLEVELAND WAY
D
U
MITRU
WAY

IRONSIDES CIR

ENVOY AVE

CANYON CREST DR

SAN MATEO CIR

ASBURY CIR

ATWOOD CIR

EVENINGWIND DR

CRYSTAL RIDGE CIR
C
O

OL DI GE CIR

KNOX CIR

GARRETSON
AVE

WHITEWOOD CT

SANTA CLARA CIR

MONIF CIR

SAN JACINTO CIR

WILDLIFE RD

ADDICOTT CIR

COOLIDGE ST

EMERSON
CIR

MAVERICK CIR

PRADO RD

ZIRCON ST

TODD CIR

SAN CLEMENTE CIR

WILDOAK WAY

CHRIS WREN C I R

INDEPENDENCE CIR

SHADOW VALLEY DR

ARTHUR CIR
O
CELOT
CIR
YELLO
WST
O
NE C
RI
R
O
O

SEVELT CIR

HOBART CIR

COLFAX CIR
C
HEETA
H
CIR
QUIET
M
EADOW
CIR

SPRINGHILL CIR

RIVERVIEW CIR

RAINBOW FALLS CIR

JONLIERE CIR

NIGHT HAWK CIR

HONDO CIR

WOODHOLLOW CIR

AMETHYST CIR

PACIFIC RD

MIRA VISTA CIR

SOMERSET CIR

SANTA ELENA CIR
CAT
H
E
D
R
AL C
RI

YOSEMITE CIR
C
O
R
PORATE

TERRACE CIR

RADIO RD

VERSANTE CIR

MONROE CIR

SWEETWATER CIR

ANNAPOLIS CIR

MERGANSER CIR

CORONA CIR

INDEPENDENCE
CIR

VILLA MONTES CIR

LARAMIE CIR

CONESTOGA ST

CRESTMONT CIR

BLACK OAK CIR

ARBORETUM CIR

PEREGRINE CIR

VIA GIOVANNI CIR

LEUCADIA CIR

COVINGTON CIR

CARLYE CIR

PASEO TASCO CIR

LA TREMOLINA CIR

BAINBRIDGE
CIR

CHATAM CIR

HILLSHIRE CIR

KAPALUA BAY CIR
WILLOW
PARK
CIR

ACAPULCO CIR

RIVERSTONE CIR

HUXLEY CIR

WALNUT CIR

CAROLINA CIR

LOGAN CIR

SINSONTE CIR
JEPSON
CIR

JEAN MARIE CIR

VIA PARAISO CIR

DUNSMUIR CIR

CAMINO DEL NINOS CT

QUARTZ CIR

PEARSON CIR

NOTRE DAME CIR

CORAL GABLES CIR

WARDLOW RD

PEBBLEHILL CIR

RAINTREE PL

TRAILSIDE CIR

DESERT WILLOW LN

SHADY RIDGE CIR

MEADOWCRESTCIR

ALVARADO CIR

TAMPICO
CIR

VALLEYWOOD CIR

LINDEN CIR

STONEY CREEK CIR

ARCHER CIR

CHIPPEWA
CIR

NIGHTCREST CIR

BULRUSH CIR
SAG
ELEAF
CIR

VIEW CIR

BOUQUET CIR

CHINOTTO CIR

MULEFAT CIR

VINTAGE CIR

PRINGLE CIR

SAWTOOTH CIR

SALTBUSH CIR

CELESTIAL CIR

SHASTA CIR

LA VAUGHN CIR

STARBRIGHT CIR

ATHERTON CIR

POINTE VISTA CIR

ORLEAN S CIR

ELDERBERRY CIR

RIDGECREST CIR
S
U
M

Corona City CouncilJune 17, 2026

Corona City Council
June 17, 2026