Att. 4 - 2025 City of San Clemente Water Loss Audit.xlsx — San Clemente City Council, September 1, 2026

Volume from Own Sources <> means not an answer available to auditor, but code will need to look at combination of answers blue = different answers associated with same grade level n/a Did the water utility supply any water from its own sources during the audit year? criteria id vos.1 vos.2 vos.3 vos.4 vos.5 vos.6 vos.7 vos.8 vos.9 vos.10 Criteria Theme >> Percent of own supply metered Meter electronic calibration frequency Scope of electronic calibration Electronic calibration documentation Meter flow accuracy test frequency Meter flow accuracy test documentation Meter flow accuracy test results Rigor of testing & calibration procedures Frequency of data collection Frequency of data review Criteria Question >> What percent of own supply volume is metered? What is the frequency of electronic calibration? What level of data transfer errors are checked as part of the electronic calibration process? Is the most recent electronic calibration documentation available for review? What is the frequency of in-situ flow accuracy testing? Is the most recent in-situ flow accuracy testing documentation available for review? What are the total volume-weighted average results of in-situ flow accuracy testing (during or closest to audit year)? Have testing and calibration procedures been closely scrutinized for compliance with procedures described in the AWWA M36 and/or M33 Manual(s)? Which best describes the frequency of finished water meter readings? Which best describes the frequency of data review for anomalies/errors? These can include numbers that are outside of typical patterns, and zero or 'null' values that may reflect a gap in data recording. 1 <25% Not sure Regular review not conducted / Not sure 1 2 25-50%
2 3 >50-75% None, or Not within last 5 years None, or Not within last 5 years 3 4 >75% - 90% Data transfer errors are not checked, or not sure Less frequently than monthly Less frequently than monthly 4 5 Less than annual but within last 5 years No Less than annual but within last 5 years No 5 6 >90% - 95% Once per month Once per month 6
7 Annually Data transfer errors are checked at secondary device(s), but not to tertiary device(s) Annually At ±6% or greater 7 8 >95 - 99% More frequently than monthly, but not every day More frequently than monthly, but not every day 8 9 Between ±3% to ±6% No Daily 9
10 >99% At least semi-annually Data transfer errors are checked at secondary device(s) AND tertiary device(s) Yes At least semi-annually Yes At or within ±3% Yes Continuous Daily 10 10 Not applicable due to no electronic signal output (i.e. to SCADA) Data transfer errors are checked at secondary device(s), but no tertiary device(s) exist 10 <cross reference this answer to calibration frequency, account for and/or condition when determining limiting criteria-grade> <cross reference for No, but Yes on flow accuracy test documentation> <cross reference this answer to calibration frequency, account for and/or condition when determining limiting criteria-grade> <cross reference for No, but Yes on calibration documentation> Dropdowns <25% None, or Not within last 5 years Data transfer errors are not checked, or not sure No None, or Not within last 5 years No Not sure No Less frequently than monthly Regular review not conducted / Not sure 25-50% Less than annual but within last 5 years Data transfer errors are checked at secondary device(s), but not to tertiary device(s) Yes Less than annual but within last 5 years Yes At ±6% or greater Yes Once per month Less frequently than monthly >50-75% Annually Data transfer errors are checked at secondary device(s) AND tertiary device(s) Annually Between ±3% to ±6% More frequently than monthly, but not every day Once per month >75% - 90% At least semi-annually Data transfer errors are checked at secondary device(s), but no tertiary device(s) exist At least semi-annually At or within ±3% Daily More frequently than monthly, but not every day >90% - 95% Not applicable due to no electronic signal output (i.e. to SCADA) Continuous Daily >95 - 99%
>99%
criteria questions - - COPY FROM ROW 5
Did the water utility supply any water from its own sources during the audit year? vos.1 What percent of own supply volume is metered?
vos.2 What is the frequency of electronic calibration?
vos.3 What level of data transfer errors are checked as part of the electronic calibration process? vos.4 Is the most recent electronic calibration documentation available for review? vos.5 What is the frequency of in-situ flow accuracy testing? vos.6 Is the most recent in-situ flow accuracy testing documentation available for review? vos.7 What are the total volume-weighted average results of in-situ flow accuracy testing (during or closest to audit year)? vos.8 Have testing and calibration procedures been closely scrutinized for compliance with procedures described in the AWWA M36 and/or M33 Manual(s)? vos.9 Which best describes the frequency of finished water meter readings? 5 vos.10 Which best describes the frequency of data review for anomalies/errors? These can include numbers that are outside of typical patterns, and zero or 'null' values that may reflect a gap in data recording.

Combination
84000 7 5 2 4 2 3 2 5
3360

Unbilled Unmetered Authorized Consumption
A system specific volume has been entered DEFAULT Was the default value used for this input? Default is used because Custom Value is selected but no value has been entered criteria id uuac.1 uuac.2 uuac.3 Criteria Theme >> Inventory Documentation Derivation
Criteria Question >> How well-understood is the extent of unbilled unmetered use? Which best describes the records that are kept for events of unbilled unmetered use? How is the majority of unbilled unmetered use estimated? 1 Unknown No documentation Guesstimation 1
2 2
3 3
4 Examples known, but no complete inventory 4
5 By a mix of some guesstimation and some event-specific estimates 5 6 Documentation exists, but not specific to each event 6 7 7
8 Majority identified and tracked By number of events multiplied by typical use estimates 8 9 9
10 Complete inventory exists Each event is documented Entirely from event-specific estimates 10 at 3 Default Input Utilized. {so no questions presented to the auditor} Dropdowns Unknown No documentation Guesstimation
Examples known, but no complete inventory Documentation exists, but not specific to each event By a mix of some guesstimation and some event-specific estimates Majority identified and tracked Each event is documented By number of events multiplied by typical use estimates Complete inventory exists Entirely from event-specific estimates criteria questions - - COPY FROM ROW 5
On the Worksheet, the status of the default option is:

How well-understood is the extent of unbilled unmetered use? Which best describes the records that are kept for events of unbilled unmetered use? How is the majority of unbilled unmetered use estimated?

Unauthorized Consumption
A system specific volume has been entered On the Worksheet, the status of the default option is:

Default is used because Custom Value is selected but no value has been entered criteria id uc.1 uc.2 Criteria Theme >> Input Derivation Tracking & Oversight Criteria Question >> Which best describes how the input was derived? Which best describes the extent of unauthorized consumption tracking and oversight? 1 Guesstimated 1
2 Not tracked 2
3 3
4 Some discovered events recorded, others are not 4
5 5
6 Estimation for custom volume extrapolated from observed instances of unauthorized consumption (that were not back-billed) All discovered events are recorded 6 7 7
8 Estimation for custom volume extrapolated from study, sampling a portion of the system Limited investigation performed and documented for unauthorized consumption, beyond reactively discovered events 8 9 9
10 Estimation for custom volume derived from system-wide study System-wide investigation performed and documented for unauthorized consumption, beyond reactively discovered events 10 for 3 Default Input Utilized. {so no questions presented to the auditor} Dropdowns Guesstimated Not tracked
Estimation for custom volume extrapolated from observed instances of unauthorized consumption (that were not back-billed) Some discovered events recorded, others are not Estimation for custom volume extrapolated from study, sampling a portion of the system All discovered events are recorded Estimation for custom volume derived from system-wide study Limited investigation performed and documented for unauthorized consumption, beyond reactively discovered events System-wide investigation performed and documented for unauthorized consumption, beyond reactively discovered events criteria questions - - COPY FROM ROW 5
On the Worksheet, the status of the default option is:

Which best describes how the input was derived?
Which best describes the extent of unauthorized consumption tracking and oversight?

Customer Metering Inaccuracies
n/a Was there any metered customer usage during the audit period? select n/a only if the entire customer population is unmetered. In such a case the volume entered must be zero. To include, but remove grade impacts (these are practice inventorying questions only). criteria id cmi.1 cmi.2 cmi.3
<sub-question to cmi.2> cmi.4 cmi.5
<sub-question to cmi.4> cmi.6 cmi.7 cmi.8 cmi.9
Criteria Theme >> Reactive Testing Frequency Small Meter Testing Frequency Small Meter Testing Sample Large Meter Testing Frequency Large Meters Tested Input Derivation & Data Source Input derivation review Meter Replacement Practice Meter Stock Inventory Criteria Question >> Do you test meters reactively (when triggered by customer complaint or billing/consumption flag)? For small size customer meters, which best describes the frequency of proactive testing (effort beyond when triggered by customer complaint or billing/consumption flags)? Which best describes what meters are included in the proactive small size customer meter testing activities? For mid and large size customer meters, which best describes the frequency of the proactive testing program? Which best describes what meters are included in the proactive mid- and large customer meter testing activities? Which best describes how the input was derived? Has the input derivation been reviewed by someone with expert knowledge in the M36 methodology? To what extent does meter replacement occur and for which meters? Which best describes the reliability of meter installation records? 1 No reactive testing conducted 1 None Records not maintained for installed meters 2 Guesstimated without any customer meter testing data as a reference 2 Replacement upon complete failure or special circumstance (as needed) Records are kept for meter installations, but data is missing for installation date, type, size, or manufacturer 3 No proactive small meter testing activity to date No proactive large meter testing activity to date 3 Annual proactive replacement of subset of meters (i.e. by age or throughput) Records are kept for meter installations, and they include data on installation date, type, size, and manufacturer 4 Not recurring, last effort conducted more than 5 years prior to audit period Not recurring, last testing effort occurred more than 5 years prior to audit period 4 Proactive replacement informed by meter accuracy testing and study of meter performance trends 5 5
6 Not recurring, but conducted within 5 years prior to audit period Not recurring, but conducted within 5 years prior to audit period Meter accuracy test results or manufacturer specs are referenced but not analyzed and used directly in calculation 6 7 Testing targeted to subsets of meters ie oldest meters Testing targeted to subsets of meters (ie most revenue generating or customer types) 7 8 Recurring, within 5 years prior to audit period Recurring, within 5 years prior to audit period, but less frequently than annually Calculated based on most recent meter accuracy tests, but not comprehensive of all meter performance 8 9 No testing conducted, but at least 10% of meter stock has been replaced within two years of the audit period No test results were used, but at least 50% of meter stock has been replaced within two years of the audit period No 9 9 Recurring, within two years of the audit period 9
10 Reactive testing conducted Ongoing, conducted annually Proactive - representative sample (for small meters) Ongoing, conducted annually Proactive - all large meters are on a testing schedule Calculated based on most recent meter accuracy tests, comprehensive of all meter performance Yes 10 Dropdowns No reactive testing conducted No proactive small meter testing activity to date Testing targeted to subsets of meters ie oldest meters No proactive large meter testing activity to date Testing targeted to subsets of meters (ie most revenue generating or customer types) Guesstimated without any customer meter testing data as a reference No Reactive testing conducted Not recurring, last effort conducted more than 5 years prior to audit period Proactive - representative sample (for small meters) Not recurring, last testing effort occurred more than 5 years prior to audit period Proactive - all large meters are on a testing schedule Meter accuracy test results or manufacturer specs are referenced but not analyzed and used directly in calculation Yes Not recurring, but conducted within 5 years prior to audit period Not recurring, but conducted within 5 years prior to audit period Calculated based on most recent meter accuracy tests, but not comprehensive of all meter performance Recurring, within 5 years prior to audit period Recurring, within 5 years prior to audit period, but less frequently than annually No test results were used, but at least 50% of meter stock has been replaced within two years of the audit period No testing conducted, but at least 10% of meter stock has been replaced within two years of the audit period Ongoing, conducted annually Calculated based on most recent meter accuracy tests, comprehensive of all meter performance Recurring, within two years of the audit period
Ongoing, conducted annually
criteria questions - - COPY FROM ROW 5
cmi.0 Was there any metered customer usage during the audit period? cmi.1 Do you test meters reactively (when triggered by customer complaint or billing/consumption flag)? cmi.2 For small size customer meters, which best describes the frequency of proactive testing (effort beyond when triggered by customer complaint or billing/consumption flags)? cmi.3 Which best describes what meters are included in the proactive small size customer meter testing activities? cmi.4 For mid and large size customer meters, which best describes the frequency of the proactive testing program? cmi.5 Which best describes what meters are included in the proactive mid- and large customer meter testing activities? cmi.6 Which best describes how the input was derived?
cmi.7 Has the input derivation been reviewed by someone with expert knowledge in the M36 methodology? cmi.8 To what extent does meter replacement occur and for which meters? cmi.9 Which best describes the reliability of meter installation records?

Systematic Data Handling Errors
A system specific volume has been entered DEFAULT On the Worksheet, the status of the default option is:

Default is used because Custom Value is selected but no value has been entered criteria id sdhe.1 sdhe.2 sdhe.3 sdhe.4 Criteria Theme >> Input Derivation Validation of Unit Conversions New Account Integration Billing Process Auditing Criteria Question >> Which best describes how the input was derived? Which best describes validation performed in the billing software for multipliers (conversions between unit of meter reading and unit of billing)? Which best describes the policy for new service accounts to ensure there is no lapse between start of customer water usage and start of measurement/billing? Which best describes auditing that takes place on the billing process? 1 None Policy doesn't exist None 1
2 Guesstimated Policy exists, but is unclear 2
3 3
4 4
5 Policy is clear, but adherance in practice is inconsistent 5 6 Extrapolated from discovered instances of erroneous unbilled consumption (that were not back-billed) Billing data evaluated annually for general errors, but a specific analysis for systematic data handling errors has not been conducted 6 7 A sample of meter multipliers have been analyzed to confirm multiplier conversion in the billing system is correct 7 8 Detailed analysis conducted within 5 years of the audit period on stuck meters, extended estimations, & miscoded multipliers 8 9 9
10 Estimation derived from a specific analysis at the account level to identify erroneous unbilled consumption All meter multipliers have been analyzed to confirm multiplier conversion in the billing system is correct Policy is clear, and adherance in practice is consistent Detailed analysis conducted within 3 years of the audit period on stuck meters, extended estimations, & miscoded multipliers 10 for 3 Default Input Utilized. {so no questions presented to the auditor} Dropdowns Guesstimated None Policy doesn't exist None
Extrapolated from discovered instances of erroneous unbilled consumption (that were not back-billed) A sample of meter multipliers have been analyzed to confirm multiplier conversion in the billing system is correct Policy exists, but is unclear Billing data evaluated annually for general errors, but a specific analysis for systematic data handling errors has not been conducted Estimation derived from a specific analysis at the account level to identify erroneous unbilled consumption All meter multipliers have been analyzed to confirm multiplier conversion in the billing system is correct Policy is clear, but adherance in practice is inconsistent Detailed analysis conducted within 5 years of the audit period on stuck meters, extended estimations, & miscoded multipliers Policy is clear, and adherance in practice is consistent Detailed analysis conducted within 3 years of the audit period on stuck meters, extended estimations, & miscoded multipliers criteria questions - - COPY FROM ROW 5
On the Worksheet, the status of the default option is:

Which best describes how the input was derived?
Which best describes validation performed in the billing software for multipliers (conversions between unit of meter reading and unit of billing)? Which best describes the policy for new service accounts to ensure there is no lapse between start of customer water usage and start of measurement/billing? Which best describes auditing that takes place on the billing process?

Length of Mains
criteria id Lm.1 Lm.2 Lm.3 Lm.4
Criteria Theme >> Input Derivation Hydrant Laterals Inventory Updates Inventory Validation Criteria Question >> How was the input derived? Are hydrant laterals included in the input derivation? Which best describes how the Mains inventory (GIS, ledger, etc) is kept up to date? Which best describes how the Mains inventory (GIS, ledger, etc) is field validated to confirm field conditions match the inventory? 1 Guesstimated 1
2 2
3 Mains inventory (GIS, ledger, etc) is not maintained or updated 3 4 4
5 5
6 Additions or subtractions are updated in the mains inventory (GIS, ledger, etc), but less than annually 6 7 No field validation is conducted 7
8 No 8
9 9
10 Derived directly from Mains inventory (GIS, ledger, etc) Yes Additions or subtractions are updated in the mains inventory (GIS, ledger, etc), at least annually Field validation is accomplished (i.e. in daily operations or specific validation projects) 10 Dropdowns Guesstimated No Mains inventory (GIS, ledger, etc) is not maintained or updated No field validation is conducted Derived directly from Mains inventory (GIS, ledger, etc) Yes Additions or subtractions are updated in the mains inventory (GIS, ledger, etc), but less than annually Field validation is accomplished (i.e. in daily operations or specific validation projects) Additions or subtractions are updated in the mains inventory (GIS, ledger, etc), at least annually criteria questions - - COPY FROM ROW 5
How was the input derived?
Are hydrant laterals included in the input derivation?
Which best describes how the Mains inventory (GIS, ledger, etc) is kept up to date? Which best describes how the Mains inventory (GIS, ledger, etc) is field validated to confirm field conditions match the inventory?

Number of Service Connections
criteria id Nc.1 Nc.2 Nc.3 Nc.4 Nc.5
Criteria Theme >> Input Derivation Input Basis Input Basis Inventory Updates Inventory Validation Criteria Question >> How was the input derived? What is the count of services based on? Are inactive (but still pressurized) service lines included in the input? These may be metered or unmetered. Which best describes how the inventory of service connections (GIS, billing system, etc) is kept up to date? Which best describes how the inventory of service connections (GIS, billing system, etc) is field validated to confirm field conditions match the inventory? 1 Service line inventory (GIS, billing system, etc) is not maintained or updated 1 2 Guesstimated 2
3 3
4 Unsure 4
5 No No field validation is conducted 5
6 Additions or subtractions are updated in the service line inventory (GIS, billing system, etc), but less than annually 6 7 7
8 Non-premise based, i.e. meter count, customer count Field validation is accomplished for a portion of the system (i.e. in daily operations or specific validation projects) 8 9 9
10 Extracted from Services inventory (GIS, billing system, etc) Premise based, i.e. service connection count, location ID count Yes Additions or subtractions are updated in the service line inventory (GIS, billing system, etc), at least annually Field validation is accomplished for the entire system (i.e. in daily operations or specific validation projects) 10 Dropdowns Guesstimated Unsure No Service line inventory (GIS, billing system, etc) is not maintained or updated No field validation is conducted Extracted from Services inventory (GIS, billing system, etc) Non-premise based, i.e. meter count, customer count Yes Additions or subtractions are updated in the service line inventory (GIS, billing system, etc), but less than annually Field validation is accomplished for a portion of the system (i.e. in daily operations or specific validation projects) Premise based, i.e. service connection count, location ID count Additions or subtractions are updated in the service line inventory (GIS, billing system, etc), at least annually Field validation is accomplished for the entire system (i.e. in daily operations or specific validation projects) criteria questions - - COPY FROM ROW 5
How was the input derived?
What is the count of services based on?
Are inactive (but still pressurized) service lines included in the input? These may be metered or unmetered.

Which best describes how the inventory of service connections (GIS, billing system, etc) is kept up to date? Which best describes how the inventory of service connections (GIS, billing system, etc) is field validated to confirm field conditions match the inventory?

Average Length of (Private) Customer Service Line
No n/a Are customer meters typically located at the curbstop or property line? Yes criteria id Lp.1 Lp.2 Lp.3 Lp.4
Criteria Theme >> Input Derivation Inventory Completeness Inventory Validation Policy for Service Line Ownership Delineation Criteria Question >> How was the input derived? Which best describes how the Customer Service Line and Meter Locations mapping is kept up to date? Which best describes how the Customer Service Line mapping is validated to what is in the field? Which best describes the policy to define where the utility's ownership of the service line ends, and the customer's ownership of the service line begins? 1 Guesstimated Customer Service Line and Meter Locations inventory is not maintained or updated Policy doesn't exist 1 2 Policy exists, but is unclear 2
3 3
4 4
5 5
6 Additions or subtractions are updated in the service line and meter locations inventory, but less than annually Policy is clear, but adherence in practice is uncertain 6 7 Input extrapolated from study sampling a portion of the system 7 8 No field validation is conducted 8
9 9
10 Derived from full mapping and customer inventory Additions or subtractions are updated in the service line and meter locations inventory, at least annually Field validation is accomplished (i.e. through normal work order processes or specific validation projects) Policy is clear, and adherance in practice is consistent 10 Dropdowns Guesstimated Customer Service Line and Meter Locations inventory is not maintained or updated No field validation is conducted Policy doesn't exist Input extrapolated from study sampling a portion of the system Additions or subtractions are updated in the service line and meter locations inventory, but less than annually Field validation is accomplished (i.e. through normal work order processes or specific validation projects) Policy exists, but is unclear Derived from full mapping and customer inventory Additions or subtractions are updated in the service line and meter locations inventory, at least annually Policy is clear, but adherence in practice is uncertain Policy is clear, and adherance in practice is consistent criteria questions - - COPY FROM ROW 5
Are customer meters typically located at the curbstop or property line? How was the input derived?
Which best describes how the Customer Service Line and Meter Locations mapping is kept up to date? Which best describes how the Customer Service Line mapping is validated to what is in the field? Which best describes the policy to define where the utility's ownership of the service line ends, and the customer's ownership of the service line begins?

Average Operating Pressure blue = different answers associated with same grade level blue = different answers associated with same grade level criteria id aop.1 aop.2 aop.3 aop.4 <sub to aop.3> aop.5 Criteria Theme >> Pressure Zone Integrity Extent of static pressure data collected Location of real-time pressure data collected Capture of seasonal variation for real-time pressure data Input Derivation Criteria Question >> Which best describes checks on the boundary integrity for the system's pressure zone(s)? Which best describes how one-time pressure readings (i.e. from hydrants) are collected? Which best describes where continuous pressure data (via temporary data loggers or permanent telemetry) is collected? Which best describes how continuous pressure data is collected? How was the input derived? 1 1
2 2
3 Guesstimated 3
4 4
5 Loose estimate inferred from field measurements, but no analysis nor calculations performed 5 6 Normally-closed boundary valves between zones have never been confirmed to be fully closed Continuous pressure data is not collected 6 7 Temporary data logger(s) deployed, but limited and not capturing seasonal variation during the year Calculated from field data as a simple average 7 8 Normally-closed boundary valves between zones have been confirmed to be fully closed more than 3 years ago Collected only if there are low pressure complaints, or new development requests At zone boundary conditions only (i.e. supply entry points, PRVs, booster stations) 8 9 At zone boundary conditions, plus some locations inside the zone(s) but not representing the full pressure profile Temporary data logger(s) deployed, adequately capturing seasonal variation during the year Calculated from field data as a weighted average, compliant with methods described in the M36 Manual 9 9 Derived from hydraulic model, where model has not been field calibrated in the last 5 years 9 10 Normally-closed boundary valves between zones have been confirmed within the past 3 years to be fully closed Collected annually during routine system flushing and/or hydrant testing At zone boundary conditions, plus locations inside the zone(s) representing the full pressure profile Year-round data collection via permanent monitoring Derived from hydraulic model, where model has been field calibrated in the last 5 years 10 10 Not applicable, the system operates as a single pressure zone <cross reference this answer if aop.3 = 10, then aop.2 = 10> 10 Dropdowns Normally-closed boundary valves between zones have never been confirmed to be fully closed Collected only if there are low pressure complaints, or new development requests Continuous pressure data is not collected Temporary data logger(s) deployed, but limited and not capturing seasonal variation during the year Guesstimated Normally-closed boundary valves between zones have been confirmed to be fully closed more than 3 years ago Collected annually during routine system flushing and/or hydrant testing At zone boundary conditions only (i.e. supply entry points, PRVs, booster stations) Temporary data logger(s) deployed, adequately capturing seasonal variation during the year Loose estimate inferred from field measurements, but no analysis nor calculations performed Normally-closed boundary valves between zones have been confirmed within the past 3 years to be fully closed 0 At zone boundary conditions, plus some locations inside the zone(s) but not representing the full pressure profile Year-round data collection via permanent monitoring Calculated from field data as a simple average Not applicable, the system operates as a single pressure zone At zone boundary conditions, plus locations inside the zone(s) representing the full pressure profile Calculated from field data as a weighted average, compliant with methods described in the M36 Manual Derived from hydraulic model, where model has not been field calibrated in the last 5 years Derived from hydraulic model, where model has been field calibrated in the last 5 years criteria questions - - COPY FROM ROW 5
0 Which best describes checks on the boundary integrity for the system's pressure zone(s)? Which best describes how one-time pressure readings (i.e. from hydrants) are collected? Which best describes where continuous pressure data (via temporary data loggers or permanent telemetry) is collected?

Which best describes how continuous pressure data is collected? How was the input derived?

Customer Retail Unit Charge blue = different answers associated with same grade level n/a Was any metered consumption billed on a volumetric basis in the audit period? criteria id cruc.1 cruc.2 cruc.3 cruc.4
Criteria Theme >> Rate Structure in Force Input Derivation Dependent revenue inclusion Input derivation review Criteria Question >> Which best describes the use and reliability of the current rate structure? Choose the option that best describes how the input was derived Is there any additional volumetric revenue the utility receives that depends on water meter readings, such as sewer? Has the input derivation been reviewed by someone with expert knowledge in the M36 methodology? 1 Customer bill calculations have not been checked to confirm the rate structure is correctly implemented Guesstimated 1 2 2
3 3
4 4
5 Rate structure has multiple volumetric rates, but only one rate was selected for this input 5 5 A non-weighted average of multiple rates was calculated 5 6 6
7 Yes, but this has not been incorporated into the volume-weighted average calculation 7 8 8
9 No 9
10 Customer bill calculations have been checked to confirm the rate structure is correctly implemented Rate structure has only a single volumetric rate, and this was used as the input No Yes 10 10 A volume-weighted average of all rates was calculated Yes, and this has been incorporated into the volume-weighted average calculation 10 Dropdowns Customer bill calculations have not been checked to confirm the rate structure is correctly implemented Guesstimated Yes, but this has not been incorporated into the volume-weighted average calculation No Customer bill calculations have been checked to confirm the rate structure is correctly implemented Rate structure has multiple volumetric rates, but only one rate was selected for this input Yes, and this has been incorporated into the volume-weighted average calculation Yes A non-weighted average of multiple rates was calculated No Rate structure has only a single volumetric rate, and this was used as the input A volume-weighted average of all rates was calculated
criteria questions - - COPY FROM ROW 5
Was any metered consumption billed on a volumetric basis in the audit period? Which best describes the use and reliability of the current rate structure? Choose the option that best describes how the input was derived Is there any additional volumetric revenue the utility receives that depends on water meter readings, such as sewer? Has the input derivation been reviewed by someone with expert knowledge in the M36 methodology?

Variable Production Cost blue = different answers associated with same grade level <> means not an answer available to auditor, but code will need to look at combination of answers criteria id vpc.1 vpc.2 vpc.3 vpc.4
Criteria Theme >> Input Derivation Short-Run Marginal Cost Inclusion Long-Run Marginal Cost Inclusion Input derivation review Criteria Question >> Choose the option that best describes how the input was derived Choose the option that best describes which short-run marginal costs have been included in the input, using the definitions below for reference.

Short-run marginal costs can include the following:
- chemicals + power for treatment, typically applicable if the utility is producing/treating water - power for distribution, typically applicable if pumps exist in the distribution network - water acquisition costs, typically applicable if the utility is purchasing water or incurs any extraction costs for withdrawing from a source Some short-run marginal costs may not be applicable. The auditor should analyze the system characteristics to determine which costs are applicable for inclusion in the VPC input derivation. See also the latest AWWA M36 Manual for further guidance. Choose the option that best describes which long-run marginal costs have been included in the input, using the definitions below for reference.

Long-run marginal costs can include the following:
- water treatment residuals management, typically applicable if solids are produced from water treatment process - accelerated wear & tear on dynamic equipment, typically applicable if pumps exist for treatment and/or distribution, or any other equipment exists that wears out as a function of use instead of time (i.e. filter media, chemical dosing pumps, uv disinfection bulbs, etc) - payouts for damage claims from main and service line breaks, typically applicable if damage claims are paid by the utility - accelerated expansion of supply capacity, typically applicable if the utility is at or nearing supply capacity, or scarecity costs in water scarce areas - full cost pricing that includes all lifecycle costs and externalities (internalized or not) Some long-run marginal costs may not be applicable. The auditor should analyze the system characteristics to determine which costs are applicable for inclusion in the VPC input derivation. See also the latest AWWA M36 Manual for further guidance. Has the input derivation been reviewed by someone with expert knowledge in the M36 methodology? 1 Guesstimated 1
2 2
3 Some but not all applicable short-run marginal costs are included 3 4 A non-weighted average of multiple sources was calculated 4 5 5
6 6
7 7
8 Long-run marginal costs have not been evaluated for applicability, and are not included 8 9 Long-run marginal costs have been evaluated for applicability, and some but not all applicable costs are included No 9 10 Only one source of water exists, which was the basis for the input derivation All applicable short-run marginal costs are included Long-run marginal costs have been evaluated for applicability, and all applicable costs are included Yes 10
10 Multiple sources of water exist, and a volume-weighted average was calculated for all sources 10 10 Unit costs for the most expensive source utilized based on utility's discretion 10 10 The VPC was entered using the CRUC value, based on the utility's discretion if vpc.1 answer is CRUC utilized as VPC, match grade to CRUC grade 10 *Unit cost for the most expensive source utilized as VPC based on the utility's discretion (per criteria vpc.i) Dropdowns Guesstimated Some but not all applicable short-run marginal costs are included Long-run marginal costs have not been evaluated for applicability, and are not included No A non-weighted average of multiple sources was calculated All applicable short-run marginal costs are included Long-run marginal costs have been evaluated for applicability, and some but not all applicable costs are included Yes Only one source of water exists, which was the basis for the input derivation Long-run marginal costs have been evaluated for applicability, and all applicable costs are included

Multiple sources of water exist, and a volume-weighted average was calculated for all sources Unit costs for the most expensive source utilized based on utility's discretion The VPC was entered using the CRUC value, based on the utility's discretion criteria questions - - COPY FROM ROW 5
Choose the option that best describes how the input was derived Choose the option that best describes which short-run marginal costs have been included in the input, using the definitions below for reference. Short-run marginal costs can include the following:
- chemicals + power for treatment, typically applicable if the utility is producing/treating water - power for distribution, typically applicable if pumps exist in the distribution network - water acquisition costs, typically applicable if the utility is purchasing water or incurs any extraction costs for withdrawing from a source Some short-run marginal costs may not be applicable. The auditor should analyze the system characteristics to determine which costs are applicable for inclusion in the VPC input derivation. See also the latest AWWA M36 Manual for further guidance.

Choose the option that best describes which long-run marginal costs have been included in the input, using the definitions below for reference. Long-run marginal costs can include the following:
- water treatment residuals management, typically applicable if solids are produced from water treatment process - accelerated wear & tear on dynamic equipment, typically applicable if pumps exist for treatment and/or distribution, or any other equipment exists that wears out as a function of use instead of time (i.e. filter media, chemical dosing pumps, uv disinfection bulbs, etc) - payouts for damage claims from main and service line breaks, typically applicable if damage claims are paid by the utility - accelerated expansion of supply capacity, typically applicable if the utility is at or nearing supply capacity, or scarecity costs in water scarce areas - full cost pricing that includes all lifecycle costs and externalities (internalized or not) Some long-run marginal costs may not be applicable. The auditor should analyze the system characteristics to determine which costs are applicable for inclusion in the VPC input derivation. See also the latest AWWA M36 Manual for further guidance.

Has the input derivation been reviewed by someone with expert knowledge in the M36 methodology? vpc.2 vpc.3
Short-Run Marginal Cost Inclusion Long-Run Marginal Cost Inclusion Choose the option that best describes which short-run marginal costs have been included in the input, using the definitions below for reference.

Short-run marginal costs can include the following:
- chemicals + power for treatment, typically applicable if the utility is producing/treating water - power for distribution, typically applicable if pumps exist in the distribution network - water acquisition costs, typically applicable if the utility is purchasing water or incurs any extraction costs for withdrawing from a source Some short-run marginal costs may not be applicable. The auditor should analyze the system characteristics to determine which costs are applicable for inclusion in the VPC input derivation. Choose the option that best describes which long-run marginal costs have been included in the input, using the definitions below for reference.

Some but not all applicable short-run marginal costs are included Long-run marginal costs have not been evaluated for applicability, and are not included All applicable short-run marginal costs are included Long-run marginal costs have been evaluated for applicability, and some but not all applicable costs are included Long-run marginal costs have been evaluated for applicability, and all applicable costs are included

Volume from Own Sources - Error Adjustment blue = different answers associated with same grade level n/a If no water produced from own sources.
criteria id vosea.1 vosea.2 vosea.3 vosea.4
Criteria Theme >> Storage monitoring Flow balancing Net storage adjustment Tie between meter maintenance practices and EA input derivation Criteria Question >> Are tank levels monitored automically & recorded daily? Are daily changes of stored water volumes in distribution system tanks included in the tabulation of the daily "Volume from Own Sources" quantity? Is the annual net distribution storage change included in either the VOS input or the VOSEA input? Are the flow accuracy test and/or electronic calibration results included in the VOSEA input in the water audit? 1 1
2 2
3 3
4 No Results are available but not analyzed 4
5 5
6 6
7 7
8 No 8
8 Not sure 8
9 No 9
10 Yes Yes Yes Yes, results are analyzed and incorporated 10 10 n/a given no distribution storage n/a given no distribution storage n/a given no distribution storage Yes, results are analyzed and a 'no-adjustment' was determined 10 10 No error adjustment made due to absence of testing or calibration results 10 dropdowns No No No Results are available but not analyzed Yes Not sure Yes Yes, results are analyzed and incorporated n/a given no distribution storage Yes n/a given no distribution storage Yes, results are analyzed and a 'no-adjustment' was determined n/a given no distribution storage No error adjustment made due to absence of testing or calibration results criteria questions - COPY FROM ROW 5
Are tank levels monitored automatically & recorded daily? Are daily changes of stored water volumes in distribution system tanks included in the tabulation of the daily "Volume from Own Sources" quantity? Is the annual net distribution storage change included in either the VOS input or the VOSEA input? Are the flow accuracy test and/or electronic calibration results included in the VOSEA input in the water audit?

6.0_2021_02_11
AWWA Free Water Audit Software v6.0
This spreadsheet-based water audit tool is designed to help quantify and track water losses associated with water distribution systems and identify areas for improved efficiency and cost recovery. It provides a "top-down" summary water audit format and is not meant to take the place of a full-scale, comprehensive water audit format. Auditors are strongly encouraged to refer to the most current edition of AWWA M36 Manual for Water Audits for detailed guidance on the water auditing process and targeting loss reduction levels. This tool contains several separate worksheets. Sheets can be accessed using the tabs at the bottom of the screen, or by clicking the TOC links below.

Table of Contents (TOC) Enter Basic Information Key of Input Acronyms In order of appearance in the Worksheet Start Page The current sheet. Enter contact information and basic audit details. Name of Utility: City of San Clemente VOS Volume from Own Sources Name of Contact Person: Raymond Pantoja VOSEA VOS Error Adjustment Email: [email protected] WI Water Imported
Worksheet Enter the required data on this worksheet to calculate the water balance and data grading. Telephone | Ext.: 949-361-6127 WIEA WI Error Adjustment City/Town/Municipality: San Clemente WE Water Exported State / Province: California (CA) WEEA WE Error Adjustment Interactive Data Grading Answer questions about operational practices for each audit input, and the data validity grades will automatically populate. Other State/Province: BMAC Billed Metered Authorized Consumption Country: USA BUAC Billed Unmetered Authorized Consumption Audit Preparation Date: 45981 UMAC Unbilled Metered Authorized Consumption Dashboard Review NRW components, performance indicators and graphical outputs to evaluate the results of the audit. Audit Year: 2025 UUAC Unbilled Unmetered Authorized Consumption Audit Year Label: Fiscal (Fiscal, Calendar, etc) SDHE Systematic Data Handling Errors Audit Period Start Date: 45474 CMI Customer Metering Inaccuracies Notes Enter notes to explain how values were calculated, document data sources, and related information about data management practices. Audit Period End Date: 45838 UC Unauthorized Consumption Volume Reporting Units: Acre-feet Lm Length of mains
Water System Structure: Retail Nc Number of service connections Blank Sheet By popular demand! A blank sheet.

The world is your canvas. Water Type: Potable Water Lp Average length of (private) customer service line System ID Number: CA3010036 AOP Average Operating Pressure Validator Name/ID: Rachel Davis CRUC Customer Retail Unit Charge Water Balance The values entered in the Worksheet automatically populate the Water Balance. Validator Email: [email protected] VPC Variable Production Cost Estimated Total Population Served by Water Utility: 51545 Loss Control Planning Use this sheet to interpret the results of the audit validity score and performance indicators.

Color Key User input Calculated Optional default
Definitions Use this sheet to understand the terms used in the audit process.

Guidance for the Worksheet Guidance for the Interactive Data Grading Service Connection Diagram Diagrams depicting possible customer service connection line configurations. Choosing to enter unit of percent or volume Use acronym buttons in IDG header to navigate among inputs. Acronym Key above.

White = needs answers, orange = complete, clear = not required. Example below. (applies to VOSEA, WIEA, WEEA, CMI)
choose entry option:

Acknowledge-ments Acknowledgements for development of the AWWA Free Water Audit Software v6.0. 0.01 percent or volume 25.000
Choosing to enter default or custom input After clicking an acronym button, answer all visible questions in the order they're presented, choosing best-fit answer (applies to UUAC, SDHE, UC)
AWWA Web Resources for Water Loss Control choose entry option:
https://www.awwa.org/Resources-Tools/Resource-Topics/Water-Loss-Control 2.5000000000000001E-3 default or Grade will populate when all visible questions are complete for an input
Items referenced in the Free Water Audit Software v6.0 on the web: custom 75.000 7 Data Grading Matrix v6.0
Example Water Audit v6.0 The limiting criteria will be labeled along the right. If only 1 limiting criterion is shown, improving on that criterion will achieve a higher data grade. If multiple limiting criteria are shown, improving on each limiting criterion is necessary to achieve a higher data grade. A complete inventory of data grading criteria is available in the Data Grading Matrix v6.0 (see web resources) Limiting Water Audit Compiler v6.0
AWWA Reports on Performance Indicators
M36 Manual
If you have questions or comments regarding this software please contact us at: [email protected] Select Select Select a state / province from the list
Retail Potable Water Alabama (AL)
Wholesale Raw Water Alaska (AK)
Hybrid Wholesale + Retail Recycled Water Alberta (AB)
Other ---------------> Other ---------------> American Samoa Arizona (AZ)
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AWWA Free Water Audit Software:

Worksheet
Water Audit Report for: City of San Clemente
Audit Year: 2025 Jul 01 2024 - Jun 30 2025 Fiscal
go to start page
All volumes to be entered as: ACRE-FEET PER YEAR
Water Supplied Error Adjustments Grading weighting points in red over/under Need Have Missing WATER SUPPLIED choose entry option: Pcnt(1) or Val(2) Raw Vol MME WSEA factor over/under? over/under? over/under? For Water Balance VOS Volume from Own Sources: n g n/a 0 Acre-ft/Yr n g n/a percent acre-ft/yr under-registration VOSEA 1 0 0 0 0 -1 no yes no 0 0 WI Water Imported: n g 7 7032.0267996617922 Acre-ft/Yr n g 10 volume 3.05 acre-ft/yr over-registration WIEA 2 3.05 34.89848609038107 1.5136515489500344E-2 3.05 1 yes yes no 0 7028.976799661792 WE Water Exported: n g 3 17.405000000000001 Acre-ft/Yr n g 4 0 percent acre-ft/yr select….. WEEA 1 0 8.6377394129427396E-2 0 0 0 no no no 0 17.405000000000001 If entering an
Error Adjustment,
select under- or over-registration 7052.4817996617921 0 If > 0, then a over/under is missing, and H19 should not calculate WATER SUPPLIED: 7011.5717996617923 Acre-ft/Yr 35 total weighting pts .

AUTHORIZED CONSUMPTION
BMAC Billed Metered: n g 9 6733.5749999999998 Acre-ft/Yr 13.857127170788303 <added logic so if there is zero metered volume, 14 grading points will still be available. End result is to penalize systems with zero metered volume.

BUAC Billed Unmetered: n g n/a 0 Acre-ft/Yr 0.14287282921169642 UMAC Unbilled Metered: n g 10 69.426000000000002 Acre-ft/Yr choose entry option: 6803.0010000000002 Testing... different object positioning settings to try to prevent radio buttons from moving - seeing this on many completed audits. Evaluate performance during beta testing

UUAC Unbilled Unmetered: n g 3 16.833937500000001 Acre-ft/Yr 2.5000000000000001E-3 default 4.58 acre-ft/yr 1 14 total weighting pts Format Shape > Properties - Object positioning: Move and Size with cells 24061
Default option selected for Unbilled Unmetered, with automatic data grading of 3 AUTHORIZED CONSUMPTION: 6819.8349374999998 Acre-ft/Yr
WATER LOSSES 191.73686216179249 Acre-ft/Yr
Apparent Losses
Default option selected for Systematic Data Handling Errors, with automatic data grading of 3 choose entry option:

SDHE Systematic Data Handling Errors: n g 3 16.833937500000001 Acre-ft/Yr 2.5000000000000001E-3 default acre-ft/yr 1 0 CMI Customer Metering Inaccuracies: n g 6 29.332999999999998 Acre-ft/Yr 4.0000000000000001E-3 volume 29.332999999999998 acre-ft/yr under-registration 2 1 0 UC Unauthorized Consumption: n g 3 16.833937500000001 Acre-ft/Yr 2.5000000000000001E-3 default acre-ft/yr 1 Default option selected for Unauthorized Consumption, with automatic data grading of 3 Apparent Losses: 63.000875000000008 Acre-ft/Yr Volumes
CMI: BM CMI: UB
Real Losses 29.033650807195233 0.29934919280476363 29.332999999999998 Real Losses: 128.73598716179248 Acre-ft/Yr 138490.51435032126 427.03659099563555 WATER LOSSES: 191.73686216179249 Acre-ft/Yr

NON-REVENUE WATER
NON-REVENUE WATER: 277.99679966179247 Acre-ft/Yr

SYSTEM DATA
Lm Length of mains: n g 10 212.8 miles (including fire hydrant lead lengths) Nc Number of service connections: n g 8 17967 (active and inactive) Service connection density: 84.431390977443598 conn./mile main Are customer meters typically located at the curbstop/property line? Yes 1 If Yes, Lp Average length of (private) customer service line: n g 10 ft (average distance between property line and meter) 10 If Yes, force grade to 10 Average length of customer service line has been set to zero and a data grading of 10 has been applied 0 If Yes, force length to 0 AOP Average Operating Pressure: n g 8 86 psi
0 COST DATA
Total Annual Operating Cost: #REF! 1000000 $/Year
CRUC Customer Retail Unit Charge: n g 10 4.7699999999999996 $/100 cubic feet (ccf) Total Annual Operating Cost VPC Variable Production Cost: n g 8 1426.55 $/acre-ft 28574624 $/yr (optional input) 0 0 WATER AUDIT DATA VALIDITY TIER:
*** The Water Audit Data Validity Score is in Tier IV (71-90). See Dashboard tab for additional outputs. *** go to dashboard 0 Tier IV (71-90) A weighted scale for the components of supply, consumption and water loss is included in the calculation of the Water Audit Data Validity Score PRIORITY AREAS FOR ATTENTION TO IMPROVE DATA VALIDITY: KEY PERFORMANCE INDICATOR TARGETS:

Based on the information provided, audit reliability can be most improved by addressing the following components: OPTIONAL: If targets exist for the operational performance indicators, they can be input below:
1: Water Imported (WI) Unit Total Losses: 23.099999999999998 gal/conn/day 2: Unauthorized Consumption (UC) Unit Apparent Losses: 3.4 gal/conn/day 3: Systematic Data Handling Errors (SDHE) Unit Real LossesA: 19.7 gal/conn/day Unit Real LossesB: gal/mile/day
If entered above by user, targets will display on KPI gauges (see Dashboard)

City of San Clemente acronym key
2025 Limiting
criteria
(see Start
Page for
details)
go to input Volume from Own Sources (VOS) - Data Grading Criteria go to notes Look up table for volume - elimintaes other qs if <90% Force limiting grade if these are the % selected vos Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. Fix red issues dependency <25% 0 #N/A VOS 1 vos.0 Did the water utility supply any water from its own sources during the audit year? No all others hidden if 'no' 25-50% 0 1 WI 2 vos.1 What percent of own supply volume is metered? 0 #N/A #N/A >50-75% 0 1 WE 3 For questions 2-10 below: Choose the answer that applies for those meters that measure >90% of the finished water volume.

In-situ flow accuracy testing = a test process that confirms the flow measuring accuracy of the primary device (the flowmeter), in its installed location, using an independent reference volume.

Electronic calibration = a process that checks for error in the metering secondary device(s) and/or the tertiary device(s).

Secondary device can include conversion to mA, meter transmitter or similar instrumentation.

Tertiary device can include SCADA, historian or other computerized archival system. 4 vos.2 What is the frequency of electronic calibration? #N/A #N/A >75% - 90% 0 vos.3 What level of data transfer errors are checked as part of the electronic calibration process? #N/A #N/A vos.2 vos.4 Is the most recent electronic calibration documentation available for review? #N/A #N/A vos.2 >90% - 95% 1 vos.5 What is the frequency of in-situ flow accuracy testing? #N/A #N/A >95 - 99% 1 vos.6 Is the most recent in-situ flow accuracy testing documentation available for review? #N/A #N/A vos.4 >99% 1 vos.7 What are the total volume-weighted average results of in-situ flow accuracy testing (during or closest to audit year)? #N/A #N/A vos.4, vos. 5 vos.8 Have testing and calibration procedures been closely scrutinized for compliance with procedures described in the AWWA M36 and/or M33 Manual(s)? #N/A #N/A set as dependent question from vos.2 and vos.5, if both = 'not within last 5 years' Gamma: add OR for vos.2 if not applicable vos.9 Which best describes the frequency of finished water meter readings? #N/A #N/A vos.10 Which best describes the frequency of data review for anomalies/errors? These can include numbers that are outside of typical patterns, and zero or 'null' values that may reflect a gap in data recording. #N/A #N/A FINAL DATA GRADE FOR THIS AUDIT INPUT: n/a 0 #N/A 0 <<Needed array formula go to input Volume from Own Sources Error Adjustment (VOSEA) - Data Grading Criteria go to notes *need to make all VOS & VOSEA questions disappear if vos.0=No vosea Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency vosea.1 Are tank levels monitored automatically & recorded daily? 0 #N/A vosea.2 Are daily changes of stored water volumes in distribution system tanks included in the tabulation of the daily "Volume from Own Sources" quantity? 0 #N/A vosea.1 vosea.3 Is the annual net distribution storage change included in either the VOS input or the VOSEA input? 0 #N/A vosea.4 Are the flow accuracy test and/or electronic calibration results included in the VOSEA input in the water audit? 0 #N/A FINAL DATA GRADE FOR THIS AUDIT INPUT: n/a 0 0
go to input Water Imported (WI) - Data Grading Criteria go to notes wi Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. Fix red issues dependency wi.0 Did the water utility import any water during the audit year? Yes all others hidden if 'no' wi.1 What percent of water imported is metered? >99% 1 10 10 For questions 2-10 below: Choose the answer that applies for those meters that measure >90% of the water imported volume.

In-situ flow accuracy testing = a test process that confirms the flow measuring accuracy of the primary device (the flowmeter), in its installed location, using an independent reference volume.

Electronic calibration = a process that checks for error in the metering secondary device(s) and/or the tertiary device(s).

Secondary device can include conversion to mA, meter transmitter or similar instrumentation.

Tertiary device can include SCADA, historian or other computerized archival system. wi.2 What is the frequency of electronic calibration? None, or Not within last 5 years Limiting 1 3 7 wi.3 What level of data transfer errors are checked as part of the electronic calibration process? Data transfer errors are checked at secondary device(s), but not to tertiary device(s) Limiting 1 7 7 wi.2 wi.4 Is the most recent electronic calibration documentation available? Yes 1 10 #NAME? wi.2 wi.5 What is the frequency of in-situ flow accuracy testing? Annually Limiting 1 7 7 wi.6 Is the most recent in-situ flow accuracy testing documentation available? Yes 1 10 10 wi.4 wi.7 What are the total volume-weighted average results of in-situ flow accuracy testing (during or closest to audit year)? At or within ±3% 1 10 10 wi.4, wi. 5 wi.8 Have testing and calibration procedures been closely scrutinized for compliance with procedures described in the AWWA M36 and/or M33 Manual(s)? Yes 1 10 10 set as dependent question from wi.2 and wi.4, if both = 'not within last 5 years' Gamma: add OR for wi.2 wi.9 Which best describes the frequency of meter readings (data collection frequency as opposed to billing frequency)? Continuous 1 10 10 wi.10 What is the frequency of data review & correction by Exporting or Importing Utility for data gaps and/or anomalies? These can include numbers that are outside of typical patterns, and zero or 'null' values that may reflect a gap in data recording. Daily 1 10 10 FINAL DATA GRADE FOR THIS AUDIT INPUT: 7 1 3 7
go to input Water Imported Error Adjustment (WIEA) - Data Grading Criteria go to notes *need to make all WI & WIEA questions disappear if wi.0=No wiea Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency wiea.1 Is an agreement in place between Exporting and Importing Utility for the purchase of water? Yes, written 1 10 wiea.2 Are meter accuracy testing or electronic calibration requirements stipulated in the water purchase agreement? Yes, and stipulated as more frequent than annual 1 10 wiea.1 wiea.3 Are flow accuracy test and/or electronic calibration results used to inform the error adjustment input in the water audit? Yes, results are analyzed and incorporated 1 10 wiea.4 Who has access to the import meter readings including current and archived data? Exporting and Importing Utility 1 10 FINAL DATA GRADE FOR THIS AUDIT INPUT: 10 1 10
go to input Water Exported (WE) - Data Grading Criteria go to notes we Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. Fix red issues dependency we.0 Did the water utility export any water during the audit year? Yes *need to make all WE & WEEA questions disappear if we.0=No all others hidden if 'no' we.1 What percent of water exported is metered? >99% 1 10 10 For questions 2-10 below: Choose the answer that applies for those meters that measure >90% of the water exported volume.

In-situ flow accuracy testing = a test process that confirms the flow measuring accuracy of the primary device (the flowmeter), in its installed location, using an independent reference volume.

Electronic calibration = a process that checks for error in the metering secondary device(s) and/or the tertiary device(s).

Secondary device can include conversion to mA, meter transmitter or similar instrumentation.

Tertiary device can include SCADA, historian or other computerized archival system. we.2 What is the frequency of electronic calibration? None, or Not within last 5 years Limiting 1 3 3 we.3 What level of data transfer errors are checked as part of the electronic calibration process? 1 #N/A #N/A we2 we.4 Is the most recent electronic calibration documentation available? 1 #N/A #NAME? we.2 we.5 What is the frequency of in-situ flow accuracy testing? None, or Not within last 5 years Limiting 1 3 3 we.6 Is the most recent in-situ flow accuracy testing documentation available? 1 #N/A #NAME? we.4 we.7 What are the total volume-weighted average results of in-situ flow accuracy testing (during or closest to audit year)? 1 #N/A #NAME? we.4, we. 5 we.8 Have testing and calibration procedures been closely scrutinized for compliance with procedures described in the AWWA M36 and/or M33 Manual(s)? 1 #N/A #NAME? set as dependent question from we.2 and we.4, if both = 'not within last 5 years' Gamma: add OR for we.2 we.9 Which best describes the frequency of meter readings (data collection frequency as opposed to billing frequency)? Once per month 1 6 6 we.10 What is the frequency of data review & correction by Exporting or Importing Utility for data gaps and/or anomalies? These can include numbers that are outside of typical patterns, and zero or 'null' values that may reflect a gap in data recording. Once per month 1 6 6 FINAL DATA GRADE FOR THIS AUDIT INPUT: 3 1 #N/A 3
go to input Water Exported Error Adjustment (WEEA) - Data Grading Criteria go to notes *need to make all WE & WEEA questions disappear if we.0=No weea Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency weea.1 Is an agreement in place between Exporting and Importing Utility? Yes, written 1 10 weea.2 Are meter accuracy testing or electronic calibration requirements stipulated in the water purchase agreement? No, but meter accuracy testing and/or electronic calibration is conducted upon request of the importing utility 1 5 weea.1 weea.3 Are flow accuracy test and/or electronic calibration results used to inform the error adjustment input in the water audit? No Limiting 1 4 weea.4 Who has access to the import meter readings including current and archived data? Exporting and Importing Utility 1 10 FINAL DATA GRADE FOR THIS AUDIT INPUT: 4 1 4
go to input Billed Metered Authorized Consumption (BMAC) - Data Grading Criteria go to notes bmac Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency bmac.0 Were any customers metered in the audit year? Yes all questions hide if = No bmac.1 For billed metered accounts, what % of bills are estimated in a typical billing cycle? 5% or less 1 10 10 bmac.2 How often does the utility read its customer meters? For systems with multiple read frequencies, select the reading frequency that describes the majority of your customers. Monthly Limiting 1 9 9 bmac.3 Is the BMAC volume pro-rated to represent consumption occuring exactly during the audit period? Yes 1 10 10 bmac.4 How frequently does internal review by utility staff of the BMAC volumes occur? Every billing cycle 1 10 10 bmac.5 What level of detail is examined in the internal review of BMAC volumes? Totals grouped by use type or customer class Limiting 1 9 9 bmac.4 bmac.6 When was the most recent billing data review by someone who is independent of the utility billing process? Within last 3 years 1 10 10 bmac.7 What level of detail was examined in the review by someone who is independent of the utility billing process? Full billing database query and analysis of raw data to verify the summary consumption volumes 1 10 10 bmac.6 FINAL DATA GRADE FOR THIS AUDIT INPUT: 9 1 9 9
go to input Billed Unmetered Authorized Consumption (BUAC) - Data Grading Criteria go to notes buac Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency buac.0 Was there any billed consumption on unmetered accounts in the audit year? No all questions hide if = No buac.1 What portion of billed accounts are unmetered (% by number of accounts)? #N/A buac.2 Methodology to quantify consumption for unmetered accounts? #N/A buac.3 How frequently is unmetered customer consumption estimated? #N/A FINAL DATA GRADE FOR THIS AUDIT INPUT: n/a #N/A
go to input Unbilled Metered Authorized Consumption (UMAC) - Data Grading Criteria go to notes umac Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency umac.0 Did the water utility have any unbilled-metered consumption in the audit year? Yes all questions hide if = No umac.1 Does the water utility policy articulate which accounts are exempt from billing? Policy includes specific exemptions 10 umac.2 How many unbilled metered accounts exist? Monitored, count available 10 umac.3 How often is each unbilled customer meter read?
For systems with multiple read frequencies, select the reading frequency that describes the majority of your customers. Monthly or more frequently 10 umac.4 How often are unbilled metered volumes reviewed for error? Each billing cycle 10 FINAL DATA GRADE FOR THIS AUDIT INPUT: 10 10
go to input Unbilled Unmetered Authorized Consumption (UUAC) - Data Grading Criteria go to notes This Data Grading Criteria is hidden when the 'default' input is used on the Worksheet uuac Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency uuac.0 On the Worksheet, the status of the default option is: Default is used because Custom Value is selected but no value has been entered all questions hide if default is employed uuac.1 How well-understood is the extent of unbilled unmetered use? Complete inventory exists 10 uuac.2 Which best describes the records that are kept for events of unbilled unmetered use? Each event is documented 10 uuac.3 How is the majority of unbilled unmetered use estimated? Entirely from event-specific estimates 10 FINAL DATA GRADE FOR THIS AUDIT INPUT: 3 10
go to input Systematic Data Handling Error (SDHE) - Data Grading Criteria go to notes This Data Grading Criteria is hidden when the 'default' input is used on the Worksheet sdhe Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency sdhe.0 On the Worksheet, the status of the default option is: Default is used because Custom Value is selected but no value has been entered *need to make subsequent UUAC questions disappear if uuac.0 = Yes all questions hide if default is employed sdhe.1 Which best describes how the input was derived? #N/A sdhe.2 Which best describes validation performed in the billing software for multipliers (conversions between unit of meter reading and unit of billing)? #N/A sdhe.3 Which best describes the policy for new service accounts to ensure there is no lapse between start of customer water usage and start of measurement/billing? #N/A sdhe.4 Which best describes auditing that takes place on the billing process? #N/A FINAL DATA GRADE FOR THIS AUDIT INPUT: 3 #N/A
go to input Customer Metering Inaccuracies (CMI) - Data Grading Criteria go to notes cmi Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency cmi.0 Was there any metered customer usage during the audit period? Yes 1 hide all if = No cmi.1 Do you test meters reactively (when triggered by customer complaint or billing/consumption flag)? Reactive testing conducted 1 10 10 cmi.2 For small size customer meters, which best describes the frequency of proactive testing (effort beyond when triggered by customer complaint or billing/consumption flags)? Not recurring, but conducted within 5 years prior to audit period Limiting 1 6 6 cmi.3 Which best describes what meters are included in the proactive small size customer meter testing activities? Proactive - representative sample (for small meters) 1 10 10 cmi.2 cmi.4 For mid and large size customer meters, which best describes the frequency of the proactive testing program? Not recurring, but conducted within 5 years prior to audit period Limiting 1 6 6 cmi.5 Which best describes what meters are included in the proactive mid- and large customer meter testing activities? Testing targeted to subsets of meters (ie most revenue generating or customer types) 1 7 7 cmi.4 cmi.6 Which best describes how the input was derived? Calculated based on most recent meter accuracy tests, but not comprehensive of all meter performance 1 8 8 cmi.7 Has the input derivation been reviewed by someone with expert knowledge in the M36 methodology? Yes 1 10 10 cmi.8 To what extent does meter replacement occur and for which meters? Annual proactive replacement of subset of meters (i.e. by age or throughput) 1 *innocuous, for practice inventory only cmi.9 Which best describes the reliability of meter installation records? Records are kept for meter installations, and they include data on installation date, type, size, and manufacturer 1 *innocuous, for practice inventory only FINAL DATA GRADE FOR THIS AUDIT INPUT: 6 1 6 6
go to input Unauthorized Consumption (UC) - Data Grading Criteria go to notes This Data Grading Criteria is hidden when the 'default' input is used on the Worksheet uc Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency uc.0 On the Worksheet, the status of the default option is: Default is used because Custom Value is selected but no value has been entered all questions hide if default is employed uc.1 Which best describes how the input was derived? #N/A uc.2 Which best describes the extent of unauthorized consumption tracking and oversight? #N/A FINAL DATA GRADE FOR THIS AUDIT INPUT: 3 #N/A
go to input Length of Mains (Lm) - Data Grading Criteria go to notes Lm Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency Lm.1 How was the input derived? Derived directly from Mains inventory (GIS, ledger, etc) 1 10 10 Lm.2 Are hydrant laterals included in the input derivation? Yes 1 10 10 Lm.1 Lm.3 Which best describes how the Mains inventory (GIS, ledger, etc) is kept up to date? Additions or subtractions are updated in the mains inventory (GIS, ledger, etc), at least annually 1 10 10 Lm.4 Which best describes how the Mains inventory (GIS, ledger, etc) is field validated to confirm field conditions match the inventory? Field validation is accomplished (i.e. in daily operations or specific validation projects) 1 10 10 Lm.3 FINAL DATA GRADE FOR THIS AUDIT INPUT: 10 1 10 10
go to input Number of Service Connections (Nc) - Data Grading Criteria go to notes Nc Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency E Fix Nc.1 How was the input derived? Extracted from Services inventory (GIS, billing system, etc) 10 10 Nc.2 What is the count of services based on? Non-premise based, i.e. meter count, customer count Limiting 1 8 8 Nc.1 Limiting Nc.3 Are inactive (but still pressurized) service lines included in the input? These may be metered or unmetered. Yes 1 10 10 Nc.1 Nc.4 Which best describes how the inventory of service connections (GIS, billing system, etc) is kept up to date? Additions or subtractions are updated in the service line inventory (GIS, billing system, etc), at least annually 1 10 10 Nc.5 Which best describes how the inventory of service connections (GIS, billing system, etc) is field validated to confirm field conditions match the inventory? Field validation is accomplished for the entire system (i.e. in daily operations or specific validation projects) 1 10 10 Nc.4 FINAL DATA GRADE FOR THIS AUDIT INPUT: 8 1 8 8
go to input Average Length of (Private) Customer Service Line (Lp) - Data Grading Criteria go to notes Lp Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency Lp.0 Are customer meters typically located at the curbstop or property line? Yes hide all if = Yes E Fix Lp.1 How was the input derived? 0 #N/A #N/A
Lp.2 Which best describes how the Customer Service Line and Meter Locations mapping is kept up to date? 0 #N/A #N/A Lp.3 Which best describes how the Customer Service Line mapping is validated to what is in the field? 0 #N/A #N/A Lp.2 Lp.4 Which best describes the policy to define where the utility's ownership of the service line ends, and the customer's ownership of the service line begins? 0 #N/A #N/A FINAL DATA GRADE FOR THIS AUDIT INPUT: 10 0 #N/A 0
go to input Average Operating Pressure (AOP) - Data Grading Criteria go to notes aop Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency Emergency Fix aop.1 Which best describes checks on the boundary integrity for the system's pressure zone(s)? Normally-closed boundary valves between zones have been confirmed within the past 3 years to be fully closed 1 10 10 aop.2 Which best describes how one-time pressure readings (i.e. from hydrants) are collected? Collected annually during routine system flushing and/or hydrant testing 1 10 10 <cross reference this answer if aop.3 = 10, then aop.2 = 10> aop.3 Which best describes where continuous pressure data (via temporary data loggers or permanent telemetry) is collected? At zone boundary conditions only (i.e. supply entry points, PRVs, booster stations) Limiting 1 8 8 Limiting aop.4
Which best describes how continuous pressure data is collected? Year-round data collection via permanent monitoring 1 10 10 If aop.3 = no continuous data, hide aop.4 aop.5 How was the input derived? Derived from hydraulic model, where model has not been field calibrated in the last 5 years 1 9 9 FINAL DATA GRADE FOR THIS AUDIT INPUT: 8 1 8 8
go to input Customer Retail Unit Charge (CRUC) - Data Grading Criteria go to notes cruc Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. dependency cruc.0 Was any metered consumption billed on a volumetric basis in the audit period? Yes hide all if = No cruc.1 Which best describes the use and reliability of the current rate structure? Customer bill calculations have been checked to confirm the rate structure is correctly implemented 10 cruc.2 Choose the option that best describes how the input was derived A volume-weighted average of all rates was calculated 10 cruc.3 Is there any additional volumetric revenue the utility receives that depends on water meter readings, such as sewer? Yes, and this has been incorporated into the volume-weighted average calculation 10 cruc.4 Has the input derivation been reviewed by someone with expert knowledge in the M36 methodology? Yes 10 FINAL DATA GRADE FOR THIS AUDIT INPUT: 10 10
go to input Variable Production Cost (VPC) - Data Grading Criteria go to notes vpc Criteria Question Select Best-Fit Answers to All Visible Questions Simple Min. Fix red issues vpc.1 Choose the option that best describes how the input was derived Multiple sources of water exist, and a volume-weighted average was calculated for all sources 10 10 *VPC grade set to match CRUC grade if CRUC used as input vpc.2 Choose the option that best describes which short-run marginal costs have been included in the input, using the definitions below for reference. Short-run marginal costs can include the following:
- chemicals + power for treatment, typically applicable if the utility is producing/treating water - power for distribution, typically applicable if pumps exist in the distribution network - water acquisition costs, typically applicable if the utility is purchasing water or incurs any extraction costs for withdrawing from a source Some short-run marginal costs may not be applicable. The auditor should analyze the system characteristics to determine which costs are applicable for inclusion in the VPC input derivation. See also the latest AWWA M36 Manual for further guidance. All applicable short-run marginal costs are included 10 10 vpc.3 Choose the option that best describes which long-run marginal costs have been included in the input, using the definitions below for reference. Long-run marginal costs can include the following:
- water treatment residuals management, typically applicable if solids are produced from water treatment process - accelerated wear & tear on dynamic equipment, typically applicable if pumps exist for treatment and/or distribution, or any other equipment exists that wears out as a function of use instead of time (i.e. filter media, chemical dosing pumps, uv disinfection bulbs, etc) - payouts for damage claims from main and service line breaks, typically applicable if damage claims are paid by the utility - accelerated expansion of supply capacity, typically applicable if the utility is at or nearing supply capacity, or scarecity costs in water scarce areas - full cost pricing that includes all lifecycle costs and externalities (internalized or not) Some long-run marginal costs may not be applicable. The auditor should analyze the system characteristics to determine which costs are applicable for inclusion in the VPC input derivation. See also the latest AWWA M36 Manual for further guidance. Long-run marginal costs have not been evaluated for applicability, and are not included Limiting 8 8 vpc.4 Has the input derivation been reviewed by someone with expert knowledge in the M36 methodology? Yes 10 10 FINAL DATA GRADE FOR THIS AUDIT INPUT: 8 8 8

0 AWWA Free Water Audit Software: Dashboard go to worksheet go to grading go to references 0 a check if there's a flag in row 4. All PIs set to be "" if LEN>0 Water Audit Report for: City of San Clemente Audit Year: 2025 Fiscal Jul 01 2024 - Jun 30 2025 ok a check if DVS = 100 - triggers gremlin image in DVS speedo - see Sheet 1 (hidden) cells BH110 Tier IV (71-90)
Data Validity Actual KPI result Key Performance Indicators Target (see Worksheet) 1 US$ = 0.73699999999999999 Local Units 74
Data Validity Score: 74 Data Validity Tier: Tier IV (71-90) enter current conversion rate for local currency gauge %iles per validated industry ranges2 Acre-ft/Yr Tiers Pointer See Loss Control Planning for Tier Details Variable Production Cost 100 Value 74 VPC Tier 1 25 Pointer 1.2666666666666666
Tier II (26-50) Tier III (51-70) gal/conn/day Tier 2 25 End 124.73333333333333 gal/mile/day Teir 3 20 SHADED CELL VALUES KEYED FROM WARD gal/conn/day/psi Tier 4 20 M36 VALIDATED DATASET VALUES Tier IV (71-90) $/conn/year Tier 5 10 2018 PERIOD - CA, GA, QUEBEC Relative True Value MG/Yr Acre-ft/yr ML/Yr
Tier I (≤25) Total Loss Cost Rate PI Value 17.496373452281993 True Value Tier V (91-100) Datum 10th %ile 57.801400497346833 5.075047838800522 Pointer location 17.496373452281993 10th %ile 5.075047838800522 6.8860893335149553 Total Loss Cost Rate Apparent Loss Cost Rate Real Loss Cost Rate UARL special conversion gal/conn/day 25th %ile 9.3314489693766607 9.3314489693766607 Pointer width 0.92482240795754933 25th %ile 9.3314489693766607 12.66139615926277 $/CONN/DAY

17.496373452281993 $/conn/year 7.2749495926696479 $/conn/year 10.221423859612347 $/conn/year MG/Yr 120.73529422 Median 8.9525318444022357 18.283980813778896 End 97.181605134454117 Median 18.283980813778896 24.808657820595517 NEED CONVERSION FOR US$ to CAN$ NRW Components Summary Acre-ft/yr 370.52252691326572 18.410509712250235 1 75th %ile 13.300705385813597 31.584686199592493 75th %ile 31.584686199592493 42.855747896326314 ML/Yr 571.42356000000007 90th %ile 26.21671429775434 57.801400497346833 90th %ile 57.801400497346833 78.427951828150384 brown cells set with if/then based on Units Relative True Value
Apparent Loss Cost Rate PI Value 7.2749495926696479 True Value Datum 10th %ile 24.233075430263664 0.26714599111167436 Pointer location 7.2749495926696479 10th %ile 0.26714599111167436 0.36247759988015515 25th %ile 0.87495347188920114 0.87495347188920114 Pointer width 0.38772920688421864 25th %ile 0.87495347188920114 1.1871824584656732 $/CONN/DAY result is below 10th %ile result is below 10th %ile Median 5.2798362211473915 6.1547896930365926 End 40.803472060973462 Median 6.1547896930365926 8.3511393392626765 NEED CONVERSION FOR US$ to CAN$ 75th %ile 7.97433526183511 14.129124954871703 75th %ile 14.129124954871703 19.17113291027368 0 >0 if a grading has been missed 90th %ile 10.103950475391962 24.233075430263664 90th %ile 24.233075430263664 32.880699362637266 brown cells set with if/then based on Units Unit Total Losses Unit Apparent Losses Unit Real LossesA 1 =0 if no reporting units selected Relative True Value

9.5270016754128761 gal/conn/day 3.1303810592822003 gal/conn/day 6.3966206161306749 gal/conn/day 0 FALSE=VPC;TRUE=CRUC Real Loss Cost Rate PI Value 10.221423859612347 True Value We could add a 3rd option - another box for $ input (at user defined rate) Datum 10th %ile 35.54734395994759 1.9039650877460725 Pointer location 10.221423859612347 10th %ile 1.9039650877460725 2.5833990335767605 Average Operating Pressure This has been updated (needs testing) and still need to split for dashboard….. 25th %ile 3.7255465834551216 3.7255465834551216 Pointer width 0.56875750335916142 25th %ile 3.7255465834551216 5.0550157170354435 $/CONN/DAY 86 psi Median 4.2242209408171547 7.9497675242722758 End 60.30450655692367 Median 7.9497675242722758 10.786658784629953 NEED CONVERSION FOR US$ to CAN$ 75th %ile 8.3367570590545697 16.286524583326845 75th %ile 16.286524583326845 22.098405133414985 90th %ile 19.260819376620745 35.54734395994759 90th %ile 35.54734395994759 48.232488412411925 brown cells set with if/then based on Units Relative True Value
Unit Total Losses PI Value 9.5270016754128761 True Value Target PI 23.099999999999998 result is below 10th %ile result is below 10th %ile Datum 10th %ile 125.15100211248117 21.095211492757553 Pointer location 0 10th %ile 21.095211492757553 79.854024536799372 Target Pointer 23.099999999999998 25th %ile 29.480551398162277 29.480551398162277 Pointer width 2.0024160337996988 25th %ile 29.480551398162277 111.59597406811747 VOL/CONN/DAY Pointer width 1.0012080168998494 Median 15.908823434416718 45.389374832578994 End 248.29958819116263 Median 45.389374832578994 171.81739338499287 NO CONVERSION FOR AF End 226.20079620806248 Infrastructure Leakage Index (ILI) Unit Real LossesB 75th %ile 30.842317024915928 76.231691857494923 75th %ile 76.231691857494923 288.56820867427984 NEED CONVERSION FOR ML

0.34744442729099662 dimensionless 540.07557617490522 gal/mile/day 90th %ile 48.919310254986243 125.15100211248117 90th %ile 125.15100211248117 473.74785490660736 GAL --> LITERS See UARL definition for additional guidance on the ILI Relative True Value x3.78541 Real Losses Unauthorized Consumption (UARL) Unavoidable Annual Real Losses 370.52252691326572 Acre-ft/Yr 18.410509712250235 gal/conn/day Unit Apparent Losses PI Value 3.1303810592822003 True Value brown cells set with if/then based on Units Target PI 3.4 Systematic Data Handling Errors Unbilled Unmetered Auth Cons Datum 10th %ile 16.320999291962284 1.1863793690124249 Pointer location 3.1303810592822003 10th %ile 1.1863793690124249 4.4909323272533239 Target Pointer 3.4 Customer Metering Inaccuracies Unbilled Metered Authorized Cons 25th %ile 2.7528558495753783 2.7528558495753783 Pointer width 0.26113598867139654 25th %ile 2.7528558495753783 10.420688061541133 VOL/CONN/DAY Pointer width 0.13056799433569827 Median 2.5474471374368308 5.3003029870122091 End 29.25048153597097 Median 5.3003029870122091 20.063819930065886 NO CONVERSION FOR AF End 29.111430589588871 Volume Value Basis of Valuation 75th %ile 4.0544051080008483 9.3547080950130574 75th %ile 9.3547080950130574 35.411405569943376 NEED CONVERSION FOR ML Acre-ft/Yr $/Yr 90th %ile 6.9662911969492267 16.320999291962284 90th %ile 16.320999291962284 61.781673929786955 GAL --> LITERS Apparent Losses 63.000875000000008 130709.01933149557 CRUC x3.78541 Real Losses 128.73598716179248 183648.32248565505 VPC brown cells set with if/then based on Units Unbilled Authorized Cons 86.259937500000007 123054.11384062501 VPC Non-Revenue Water 277.99679966179247 437411.45565777563 Blended Relative True Value
0 Unit Real LossesA PI Value 6.3966206161306749 True Value Target PI 19.7 Datum 10th %ile 115.43298001472428 16.277522142556361 Pointer location 0 10th %ile 16.277522142556361 61.617095093654278 Target Pointer 19.7 25th %ile 22.721688432860574 22.721688432860574 Pointer width 1.8469276802355887 25th %ile 22.721688432860574 86.010906610634748 VOL/CONN/DAY Pointer width 0.92346384011779437 Median 14.053484230273789 36.775172663134363 End 229.01903234921301 Median 36.775172663134363 139.20910635075546 NO CONVERSION FOR AF End 210.24249618933078 75th %ile 29.603369869319486 66.378542532453849 75th %ile 66.378542532453849 251.26999868777614 NEED CONVERSION FOR ML 90th %ile 49.05443748227043 115.43298001472428 90th %ile 115.43298001472428 436.96115687753746 GAL --> LITERS Relative True Value x3.78541
Infrastrucure Leakage Index PI Value 0.34744442729099662 True Value brown cells set with if/then based on Units Datum 10th %ile 5.6785169995812712 0.88524096981003719 Pointer location 0 10th %ile 0.88524096981003719 25th %ile 1.1802115431372406 1.1802115431372406 Pointer width 9.0856271993300333E-2 25th %ile 1.1802115431372406 RATIO - NO CONVERSION Median 0.66786196495481698 1.8480735080920576 End 11.266177727169243 Median 1.8480735080920576 75th %ile 1.3196245561942783 3.1676980642863359 75th %ile 3.1676980642863359 90th %ile 2.5108189352949353 5.6785169995812712 90th %ile 5.6785169995812712 Relative True Value
Unit Real LossesB PI Value 540.07557617490522 True Value Target PI Datum 10th %ile 6074.127474647431 879.72156275907298 Pointer location 0 10th %ile 879.72156275907298 2069.2375762013139 Target Pointer 25th %ile 1289.3731309804823 1289.3731309804823 Pointer width 97.186039594358903 25th %ile 1289.3731309804823 3032.799746321366 VOL/LM/DAY Pointer width Median 759.55275547112319 2048.9258864516055 End 12051.068909700503 Median 2048.9258864516055 4819.3821938389483 NO CONVERSION FOR AF End 75th %ile 1590.6845140948462 3639.6104005464517 75th %ile 3639.6104005464517 8560.9116820140825 NEED CONVERSION FOR ML 90th %ile 2434.5170741009792 6074.127474647431 90th %ile 6074.127474647431 14287.262408071094 GAL/MILE --> LITERS/KM x 3.78541 / 1.60934
Relative True Value brown cells set with if/then based on Units PRESSURE True Value
Datum 10th %ile 0 52.334191473572488 10th %ile 52.334191473572488 36.804000000000002 25th %ile 7.6622700288460379 59.996461502418526 25th %ile 59.996461502418526 42.192488447061493 UNIT OF PRESSURE Median 10.003538497581474 70 Median 70 49.227473043143497 NEED CONVERSION FOR ML 75th %ile 11.988291197308087 81.988291197308087 75th %ile 81.988291197308087 57.658234210984041 PSI --> METRES 90th %ile 15.011708802691913 97 90th %ile 97 68.215212645498852 x 0.70324961490205 AOP 33.665808526427512 86 brown cells set with if/then based on Units

AWWA Free Water Audit Software:

User Notes
Water Audit Report for: City of San Clemente Fiscal
Audit Year: 2025 Jul 01 2024 - Jun 30 2025
General Notes:

Audit Item Notes on Input Derivation Notes on Data Validity Grading Volume from
Own Sources
(VOS)
go to worksheet go to grading
Volume from
Own Sources
Error Adjustment
(VOSEA)
go to worksheet go to grading
Water Imported
(WI)
go to worksheet go to grading
Water Imported
Error Adjustment
(WIEA)
go to worksheet go to grading
Water Exported
(WE)
go to worksheet go to grading
Water Exported
Error Adjustment
(WEIA)
go to worksheet go to grading
Billed Metered
Authorized
Consumption
(BMAC)
go to worksheet go to grading
Billed Unmetered
Authorized
Consumption
(BUAC)
go to worksheet go to grading
Unbilled Metered
Authorized
Consumption
(UMAC)
go to worksheet go to grading
Unbilled Unmetered
Authorized
Consumption
(UUAC)
go to worksheet go to grading
Systematic Data
Handling Errors
(SDHE)
go to worksheet go to grading
Customer
Metering
Inaccuracies
(CMI)
go to worksheet go to grading
Unauthorized
Consumption
(UC)
go to worksheet go to grading
Length of Mains
(Lm)
go to worksheet go to grading
Number of
Service
Connections
(Nc)
go to worksheet go to grading
Average Length of (private) Customer
Service Line
(Lp)
go to worksheet go to grading
Average
Operating
Pressure
(AOP)
go to worksheet go to grading
Customer Retail
Unit Charge
(CRUC)
go to worksheet go to grading
Variable
Production Cost
(VPC)
go to worksheet go to grading
7 $/100 cubic feet (ccf) $/1000 gallons (US) $/1000 litres Conversion table FROM: TO: Million gallons (US) Megalitres (thousand cubic metres) Acre-feet Million gallons (US) 1336.8055610095364 1000 3785.4117999999999 7.4805194500000001 gallons / cubic foot converting FROM volume unit TO pricing UNITS Million gallons (US) 1 3.7854117999999999 3.068883289737228 Megalitres (thousand cubic metres) 353.14666716301156 264.17205124155845 1000 43560 sq feet / acre Megalitres (thousand cubic metres) 0.26417205124155846 1 0.8107131936708255 Acre-feet 435.6 325.851427242 1233.4818377287083 3.7854117999999999 litres / gallon Acre-feet 0.325851427242 1.2334818377287082 1

0.26417205124155846 gallons / litre
losses 1 million gallons (US) 1
1336.8055610095364
cost 10 $/100 cubic feet (ccf) 1
cost = 13368.055610095364 Multiply By…
million From To
m3 547500 Million Gallons (US) = 2072512.9605 Megalitres (thousand cubic metres) customer cost
$/100 cubic feet (ccf) $/1000 gallons (US) $/1000 litres 547500 1.5 BGD million gallons (US) 1336.8983957219252 1000 3785.4117839999994 thousand cubic metres 353.171192992177 264.17205235814845 1000 acre-feet 435.6 325.8288 1233.4818325150852
customer cost 5 $/1000 gallons (US) 2
1000
marginal production 5000 million gallons (US) 1
cost = 1
>1 = higher customer cost
<1 = lower customer cost
=IF(ISERROR(1/G60),"",(((G24+G25+G40)*G62)+(G37*G61)*INDEX(Sheet1!B2:D4,MATCH(Instructions!G24,Sheet1!A2:A4,0),MATCH('Reporting Worksheet'!I61:J61,Sheet1!B1:D1,0)))/G60) (reallosses * real loss cost per unit) + (apparent losses * apparent loss cost per unit * unit conversion factor) =IF(ISBLANK(Instructions!$G$26),"",IF(Instructions!$G$26="Megalitres (thousand cubic metres)",IF(AND(G55>25,G50*20+G51>3000),(((18*G50)+(0.8*G51)+(25*(G51*G53/1000)))*G55/1000000)*365,"Not valid"),IF(AND(G55>40,G50*32+G51>3000),(((5.41*G50)+(0.15*G51)+(7.5*(G51*G53/5280)))*G55)/1000000*365,"Not Valid"))) IF(AND(G55>40,G50*32+G51>3000),(((5.41*G50)+(0.15*G51)+(7.5*(G51*G53/5280)))*G55)/1000000,"Not Valid"))) Logic:

If volume unit is blank show nothing
If instructions is tcm Then
If pressure > 25 AND length of mains * 20 + # connections > 3000 Then (((18 * length of mains) + (0.8 * # connections) + (25 * (# service connections * avg len of pipe / 1000))) * pressure) /1000 Otherwise not valid
If instructions is gallons Then
If pressure > 40 AND length of mains * 32 + # connections > 3000 Then (((5.41 * length of mains) + (0.15 * # connections) + (7.5 * (# service connections * avg len of pipe / 5280))) * pressure) /1000000 Otherwise not valid
If instructions is acre-feet Then
If pressure > 40 AND length of mains * 32 + # connections > 3000 Then (((5.41 * length of mains) + (0.15 * # connections) + (7.5 * (# service connections * avg len of pipe / 5280))) * pressure) /1000000 Otherwise not valid
Data for plotting the Cost/Volume Bar Chart on the Dashboard Total Volume of NRW = 278 Acre-ft/Yr Total Cost of NRW = $437,411/Yr
Volume (Acre-ft/Yr) Cost $ Cost $
Vol. from own sources: 0 0 0 WJ 9/22/2020: I removed the OFFSET formula in col E that was referencing the (old) Dashboard. Remnant of v5. So as not to mess with chart source data, I reset col E to simply = col D.

Vol. from own sources: MA 0 0 0
Water imported: 7032.0267996617922 10031537.83105753 10031537.83105753 Water imported: MA 3.05 4350.9775 4350.9775
Water exported: 17.405000000000001 24829.102750000002 24829.102750000002 Water exported: MA 0 0 0
WATER SUPPLIED: 7011.5717996617923 10002357.750807529 10002357.750807529 Billed metered (BMAC): 6733.5749999999998 32119152.75 32119152.75 Billed unmetered (BUAC): 0 0 0
Unbilled Metered (UMAC) valued at 69.426000000000002 99039.660300000003 99039.660300000003 Unbilled Unmetered (UUAC) valued at 16.833937500000001 24014.453540625 24014.453540625 Authorized Consumption ----------- 6819.8349374999998 32530612.651875 32530612.651875 Water Losses 191.73686216179249 0
Unauthorized Consumption (UC) valued at CRUC 16.833937500000001 34977.757344750004 34977.757344750004 Customer Metering Inaccuracies (CMI) valued at CRUC 29.033650807195233 60326.468050999945 60326.468050999945 Customer Metering Inaccuracies (CMI) valued at VPC 0.29934919280476363 427.03659099563555 427.03659099563555 2/6/2021 - had to add this line so CMI costs can be split by BMAC x CMI x CRUC (line above) and UMAC x CMI x VPC - this line Systematic Data Handling Errors (SDHE) valued at CRUC 16.833937500000001 34977.757344750004 34977.757344750004 Apparent Losses: 63.000875000000008 130709.01933149558 130709.01933149558 Real Losses valued at 128.73598716179248 183648.32248565505 183648.32248565505 NON-REVENUE WATER: 277.99679966179247 437411.45565777563 437411.45565777563 CMI for charting 29.332999999999998 60753.504641995583 60753.504641995583 Max DVS Flag ok
Ok

Hello, I am a blank sheet, at your service.

1.5307688936091534E-2

AWWA Free Water Audit Software
Water Balance Water Audit Report for: City of San Clemente Audit Year: 2025 Jul 01 2024 - Jun 30 2025
Data Validity Tier: Tier IV (71-90)
Water Exported (WE)
(corrected for known errors) Billed Water Exported Revenue Water (Exported)

17.405000000000001 17.405000000000001
Billed Authorized Consumption Billed Metered Consumption (BMAC) (water exported is removed) Revenue Water
Volume from Own Sources (VOS) Authorized Consumption 6733.5749999999998 6733.5749999999998 Billed Unmetered Consumption (BUAC) 6733.5749999999998 (corrected for known errors) 0
6819.8349374999998 Unbilled Authorized Consumption Unbilled Metered Consumption (UMAC) Non-Revenue Water (NRW)

69.426000000000002
0 86.259937500000007 Unbilled Unmetered Consumption (UUAC) System Input Volume 16.833937500000001
Water Supplied Systematic Data Handling Errors (SDHE) 277.99679966179247 7028.976799661792 Apparent Losses 16.833937500000001
7011.5717996617923 63.000875000000008 Customer Metering Inaccuracies (CMI)

29.332999999999998
Unauthorized Consumption (UC)
Water Losses 16.833937500000001
Water Imported (WI)
(corrected for known errors) 191.73686216179249 Leakage on Transmission and/or Distribution Mains Real Losses Not broken down
7028.976799661792 128.73598716179248 Leakage and Overflows at Utility's Storage Tanks Not broken down
Leakage on Service Connections
Not broken down

AWWA Free Water Audit Software:

Determining Water Loss Standing
Water Audit Report for: City of San Clemente
Audit Year: 2025 Jul 01 2024 - Jun 30 2025
Data Validity Tier: Tier IV (71-90)
Water Loss Control Planning Guide
Water Audit Data Validity Tier (Score Range)
Functional Focus Area Tier I (1-25) Tier II (26-50) Tier III (51-70) Tier IV (71-90) Tier V (91-100) Audit Data Collection Launch auditing and loss control team; address supply metering deficiencies Analyze business process for customer metering and billing functions and water supply operations; Identify data gaps; improve supply metering 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 Short-term loss control Research information on leak detection programs; Begin flowcharting analysis of customer billing system 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 Stay abreast of improvements in metering, meter reading, billing, leakage management and infrastructure rehabilitation Long-term loss control 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 Target-setting Establish long-term apparent and real loss reduction goals (+10 year horizon) Establish mid-range (5 year horizon) apparent and real loss reduction goals Evaluate and refine loss control goals on a yearly basis Benchmarking 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 For validity scores of 50 or below, the shaded blocks should not be focus areas until better data validity is achieved. 0 26 51 71 91
25 50 70 90 100
0 0 0 1 0

Term Definition
active leakage control A proactive policy and program that a water utility implements to control unreported leaks in water distribution systems. Active leakage control includes regular soundings of the system to detect leak noise sounds. Leak noise monitors can be deployed to routinely record leak noise in a given area during opti- mum times for listening. Permanent flow monitoring to infer leakage rates can be established by creating district metered areas. (See district metered area, leak noise mon- itor, passive leakage control, rate of rise of unreported leakage, and unreported leaks.) agricultural water consumption Water consumed in activities such as farming, opera- tion of nurseries, and husbandry. In the United States, agriculture accounts for the largest portion of all freshwater withdrawals, although not all of this water is treated and distributed by water utilities. apparent losses Losses in customer consumption attributed to inaccuracies associ- ated with customer metering, systematic data handling errors, plus unauthorized consumption (theft or illegal use of water). Apparent losses represent nonphysical (paper) losses that result in uncaptured revenue for the water utility and distortion of customer consumption data (see water audit and water balance). authorized consumption The volume of water taken by registered customers, the water supplier, and others who are implicitly or explicitly authorized to do so by the water supplier for residential, commercial, industrial, or agricultural purposes. In the AWWA Free Water Audit Software, this category of components does not include water supplied to neighboring water utilities (water exported), which is instead included in the Water Supplied volume component. Authorized consumption does include water consumed in such activities as fire fighting and training, flushing of mains and sewers, street cleaning, watering of municipal gardens, public fountains, frost protection, building water, and so forth. Authorized consumption may be billed or unbilled, metered or unmetered (see water audit and water balance). automatic meter reading (AMR) and advanced metering infrastructure (AMI) The electronic reading of customers’ water meters and transfer of the data to a central location. These systems feature a meter interface unit, or meter reading device, attached to the water meter to read the meter and electronically transmit the data to a collection device. In the AMR environment, readings are typically collected by handheld devices used by meter reading personnel in the field, or by a mobile read system (located in vehicles trav- eling past the customer premises on a routine schedule). In the AMI environment, a per- manent or fixed communication network (fixed or cellular-based network) is installed and meter readings are transmitted across the system on a schedule, or on demand, without dispatching personnel to the customer location. With AMI, meter readings can be gathered as frequently as every hour, thereby allowing customer consumption pro- files to be created from the data. Also, two-way communications available in AMI allow signals to be transmitted from the central location to activate customer end-point devices such as an automatic shutoff valve. AMR/AMI technology has greatly expanded the technical capabilities around customer data and end-point management and has greatly reduced human error associated with visual manual meter reading. average operating pressure In the distribution system, a value that is used as an input in the standard water audit. Average operating pressure is usually estimated through hydraulic model analysis of a distribution system under average daily demand con- ditions. When calculated using a hydraulic model, the pressure at every node or junction in the model is summed and divided by the total number of nodes or junc- tions to determine the average operating pressure. An alternative approach might be to use the average pressure in each pipe segment. It is up to the judgment of the modeler to determine the most appropriate approach to use to arrive at the final value. Other methods can be used to quantify the average operating pressure; thus, a hydraulic model is not essential to obtain this value. average zone point (AZP) The pressure in a discrete zone or pressure managed area that is calculated or measured at a surrogate point and deemed to be the average of all the pressures in the area (see also pressure managed area). awareness, location, and repair (ALR) The distinct time periods associated with response to a water distribution system failure (break or leak) broken into separate components, each of which should be measured and reported to conduct a leakage component analysis (see bursts and background estimates [BABE] model). background losses Individual water loss events (small leaks and weeps at pipe joints) that will continue to flow, with flow rates too low to be detected by traditional sonic leak detection methods of an active leakage control program. They can be detected either by chance or when they gradually worsen to the point that they are detected acoustically, become disruptive, and are detected as reported leaks. Background leakage is sensitive to pressure levels and is often prevalent in water distribution systems with infrastructure in poor condition (see pressure management). billed authorized consumption All water consumption that is billed and authorized by the water utility. This includes both metered and unmetered consumption. In the AWWA Free Water Audit Software, this component does not include water sup- plied to neighboring water utilities (water exported), which is instead included as the Water Exported volume used in the calculation of the Water Supplied volume. billed metered consumption The part of billed authorized consumption that is metered and billed to retail customers, including all groups of customers such as domestic, commercial, industrial, or institutional. In the AWWA Free Water Audit Software, this component does not include water supplied to neighboring water utilities (water exported) which is metered and billed. The Water Exported volume is instead included in the Water Supplied volume. billed unmetered consumption The part of billed authorized consumption volumes that are calculated based on estimates or norms from water usage sites that have been determined by utility policy to be left unmetered. In the AWWA Free Water Audit Software, this component does not include water supplied to neighboring water utilities (water exported) that is unmetered and billed. The Water Exported volume is instead included in the Water Supplied volume. bottom-up water audit approach This approach involves the use of detailed investi- gations into individual loss components to describe the nature of the occurrence of the loss and accurately quantify the loss volume and cost impact. An example of a bottom-up approach for real losses is the analysis of minimum-hour flows in district Score
Grade Weight adjWeight adjFactor Grade*Weight droppedPts uniqueRank Needs grade Has grade Grade Problem Volume from Own Sources (VOS) 0 0 0 0 0 0 11 Volume from Own Sources (VOS) 0 0 0 VOS Error Adjustment (VOSEA) 0 0 0 0 0 0 12 VOS Error Adjustment (VOSEA) 0 0 0 Water Imported (WI) 7 34.89848609038107 34.89848609038107 3.4898486090381069 24.42894026326675 10.46954582711432 1 Water Imported (WI) 1 1 0 WI Error Adjustment (WIEA) 10 1.5136515489500344E-2 1.5136515489500344E-2 1.5136515489500345E-3 1.5136515489500344E-2 0 13 WI Error Adjustment (WIEA) 1 1 0 Water Exported (WE) 3 8.6377394129427396E-2 8.6377394129427396E-2 8.6377394129427392E-3 2.5913218238828216E-2 6.046417589059918E-2 10 Water Exported (WE) 1 1 0 WE Error Adjustment (WEEA) 4 0 0 0 0 0 14 WE Error Adjustment (WEEA) 0 1 0 Billed Metered (BMAC) 9 13.857127170788303 16.994589926438486 1.6994589926438486 15.295130933794637 1.6994589926438497 6 Billed Metered (BMAC) 1 1 0 Billed Unmetered (BUAC) 0 0 0 0 0 0 15 Billed Unmetered (BUAC) 0 0 0 Unbilled Metered (UMAC) 10 0.14287282921169642 0.17522139431623146 1.7522139431623146E-2 0.17522139431623146 0 16 Unbilled Metered (UMAC) 1 1 0 D Unbilled Unmetered (UUAC) 3 2 2.4528301886792452 0.24528301886792453 0.73584905660377364 1.7169811320754715 5 Unbilled Unmetered (UUAC) 1 1 0 D Unauthorized Consumption (UC) 3 3.5 4.2924528301886795 0.42924528301886794 1.2877358490566038 3.0047169811320757 2 Unauthorized Consumption (UC) 1 1 0 Customer Metering Inaccuracies (CMI) 6 6 7.3584905660377355 0.73584905660377353 4.415094339622641 2.9433962264150946 4 Customer Metering Inaccuracies (CMI) 1 1 0 Systematic Data Handling Errors (SDHE) 3 3.5 4.2924528301886795 0.42924528301886794 1.2877358490566038 3.0047169811320757 3 Systematic Data Handling Errors (SDHE) 1 1 0 Length of Mains (Lm) 10 5 6.132075471698113 0.6132075471698113 6.132075471698113 0 17 Length of Mains (Lm) 1 1 0 Number of Service Connections (Nc) 8 5 6.132075471698113 0.6132075471698113 4.9056603773584904 1.2264150943396226 7 Number of Service Connections (Nc) 1 1 0 Average Length of Customer Service Line (Lp) 10 2 2.4528301886792452 0.24528301886792453 2.4528301886792452 0 18 Average Length of Customer Service Line (Lp) 1 1 0 Average Operating Pressure (AOP) 8 2 2.4528301886792452 0.24528301886792453 1.9622641509433962 0.49056603773584895 9 Average Operating Pressure (AOP) 1 1 0 Customer Retail Unit Charge (CRUC) 10 5 6.132075471698113 0.6132075471698113 6.132075471698113 0 20 Customer Retail Unit Charge (CRUC) 1 1 0 Variable Production Cost (VPC) 8 5 6.132075471698113 0.6132075471698113 4.9056603773584904 1.2264150943396226 8 Variable Production Cost (VPC) 1 1 0 88 100 9.9999999999999982 74.15732345718142 0
53 0.81538461538461537
Total Pts for Water Supplied (top 6 items): 35 2 default(s) being used WJJ: not sure if this is vital, but it needs to be updated to look at SDHE as well

Water Imported <> means not an answer available to auditor, but code will need to look at combination of answers blue = different answers associated with same grade level n/a Did the water utility import any water during the audit year? criteria id wi.1 wi.2 wi.3 wi.4 wi.5 wi.6 wi.7 wi.8 wi.9 wi.10 Criteria Theme >> Percent of import metered Meter calibration frequency Scope of electronic calibration Calibration documentation Meter flow accuracy test frequency Flow accuracy test documentation Flow accuracy test results Rigor of testing & calibration procedures Frequency of data collection Frequency of data review Criteria Question >> What percent of water imported is metered? What is the frequency of electronic calibration? What level of data transfer errors are checked as part of the electronic calibration process? Is the most recent electronic calibration documentation available? What is the frequency of in-situ flow accuracy testing? Is the most recent in-situ flow accuracy testing documentation available? What are the total volume-weighted average results of in-situ flow accuracy testing (during or closest to audit year)? Have testing and calibration procedures been closely scrutinized for compliance with procedures described in the AWWA M36 and/or M33 Manual(s)? Which best describes the frequency of meter readings (data collection frequency as opposed to billing frequency)? What is the frequency of data review & correction by Exporting or Importing Utility for data gaps and/or anomalies? These can include numbers that are outside of typical patterns, and zero or 'null' values that may reflect a gap in data recording. 1 <25% Not sure Regular review not conducted / Not sure 1 2 25-50%
2 3 >50-75% None, or Not within last 5 years None, or Not within last 5 years 3 4 >75% - 90% Data transfer errors are not checked, or not sure Less frequently than monthly Less frequently than monthly 4 5 Less than annual but within last 5 years No Less than annual but within last 5 years No 5 6 >90% - 95% Once per month Once per month 6
7 Annually Data transfer errors are checked at secondary device(s), but not to tertiary device(s) Annually At ±6% or greater 7 8 >95 - 99% More frequently than monthly, but not every day More frequently than monthly, but not every day 8 9 Between ±3% to ±6% No Daily 9
10 >99% At least semi-annually Data transfer errors are checked at secondary device(s) AND tertiary device(s) Yes At least semi-annually Yes At or within ±3% Yes Continuous Daily 10 10 Not applicable due to no electronic signal output (i.e. to SCADA) Data transfer errors are checked at secondary device(s), but no tertiary device(s) exist 10 <cross reference this answer to calibration frequency, account for and/or condition when determining limiting criteria-grade> <cross reference for No, but Yes on flow accuracy test documentation> <cross reference this answer to calibration frequency, account for and/or condition when determining limiting criteria-grade> Dropdowns <25% None, or Not within last 5 years Data transfer errors are not checked, or not sure No None, or Not within last 5 years No Not sure No Less frequently than monthly Regular review not conducted / Not sure 25-50% Less than annual but within last 5 years Data transfer errors are checked at secondary device(s), but not to tertiary device(s) Yes Less than annual but within last 5 years Yes At ±6% or greater Yes Once per month Less frequently than monthly >50-75% Annually Data transfer errors are checked at secondary device(s) AND tertiary device(s) Annually Between ±3% to ±6% More frequently than monthly, but not every day Once per month >75% - 90% At least semi-annually Data transfer errors are checked at secondary device(s), but no tertiary device(s) exist At least semi-annually At or within ±3% Daily More frequently than monthly, but not every day >90% - 95% Not applicable due to no electronic signal output (i.e. to SCADA) Continuous Daily >95 - 99%
>99%
criteria questions - - COPY FROM ROW 5
Did the water utility import any water during the audit year? What percent of water imported is metered?
What is the frequency of electronic calibration?
What level of data transfer errors are checked as part of the electronic calibration process? Is the most recent electronic calibration documentation available? What is the frequency of in-situ flow accuracy testing? Is the most recent in-situ flow accuracy testing documentation available? What are the total volume-weighted average results of in-situ flow accuracy testing (during or closest to audit year)? Have testing and calibration procedures been closely scrutinized for compliance with procedures described in the AWWA M36 and/or M33 Manual(s)? Which best describes the frequency of meter readings (data collection frequency as opposed to billing frequency)? What is the frequency of data review & correction by Exporting or Importing Utility for data gaps and/or anomalies? These can include numbers that are outside of typical patterns, and zero or 'null' values that may reflect a gap in data recording.

Combination
76800 6 5 2 4 2 4 2 5 4
3840
10 10
80 Meter calibration frequency 10 Meter flow accuracy test frequency 10 10 10 Percent of own supply metered 2 Calibration documentation 2 Flow accuracy test documentation Flow accuracy test results Rigor of testing & calibration procedures Frequency of data collection Frequency of data review SimpleMin If all non-MinScore > MinScore Then +1 Average 1 2 5 2 5 4 7 1 2 4
1 2 5 2 5 4 10 1 2 4
1 2 5 2 5 6 7 1 2 4
1 2 5 2 5 6 10 1 2 4
1 2 5 2 5 8 7 1 2 4
1 2 5 2 5 8 10 1 2 5
1 2 5 2 5 10 7 1 2 5
1 2 5 2 5 10 10 1 2 5
1 2 7 2 10 4 7 1 2 5
1 2 7 2 10 4 10 1 2 5
1 2 7 2 10 6 7 1 2 5
1 2 7 2 10 6 10 1 2 5
1 2 7 2 10 8 7 1 2 5
1 2 7 2 10 8 10 1 2 6
1 2 7 2 10 10 7 1 2 6
1 4 7 4 10 10 10 1 2 7
1 4 5 4 5 4 7 1 2 4
1 4 5 4 5 4 10 1 2 5
1 4 5 4 5 6 7 1 2 5
1 4 5 4 5 6 10 1 2 5
1 4 5 4 5 8 7 1 2 5
1 4 5 4 5 8 10 1 2 5
1 4 5 4 5 10 7 1 2 5
1 4 5 4 5 10 10 1 2 6
1 4 7 4 10 4 7 1 2 5
1 4 7 4 10 4 10 1 2 6
1 4 7 4 10 6 7 1 2 6
1 4 7 4 10 6 10 1 2 6
1 4 7 4 10 8 7 1 2 6
1 4 7 4 10 8 10 1 2 6
1 4 7 4 10 10 7 1 2 6
1 6 7 6 10 10 10 1 2 7
1 6 5 6 5 4 7 1 2 5
1 6 5 6 5 4 10 1 2 5
1 6 5 6 5 6 7 1 2 5
1 6 5 6 5 6 10 1 2 6
1 6 5 6 5 8 7 1 2 5
1 6 5 6 5 8 10 1 2 6
1 6 5 6 5 10 7 1 2 6
1 6 5 6 5 10 10 1 2 6
1 6 7 6 10 4 7 1 2 6
1 6 7 6 10 4 10 1 2 6
1 6 7 6 10 6 7 1 2 6
1 6 7 6 10 6 10 1 2 7
1 6 7 6 10 8 7 1 2 6
1 6 7 6 10 8 10 1 2 7
1 6 7 6 10 10 7 1 2 7
1 2 7 2 10 10 10 1 2 6
1 2 5 2 5 4 7 1 2 4
1 2 5 2 5 4 10 1 2 4
1 2 5 2 5 6 7 1 2 4
1 2 5 2 5 6 10 1 2 4
1 2 5 2 5 8 7 1 2 4
1 2 5 2 5 8 10 1 2 5
1 2 5 2 5 10 7 1 2 5
1 2 5 2 5 10 10 1 2 5
1 2 7 2 10 4 7 1 2 5
1 2 7 2 10 4 10 1 2 5
1 2 7 2 10 6 7 1 2 5
1 2 7 2 10 6 10 1 2 5
1 2 7 2 10 8 7 1 2 5
1 2 7 2 10 8 10 1 2 6
1 2 7 2 10 10 7 1 2 6
1 2 7 2 10 10 10 1 2 6
1 2 5 2 5 4 7 1 2 4
1 2 5 2 5 4 10 1 2 4
1 2 5 2 5 6 7 1 2 4
1 2 5 2 5 6 10 1 2 4
1 2 5 2 5 8 7 1 2 4
1 2 5 2 5 8 10 1 2 5
1 2 5 2 5 10 7 1 2 5
1 2 5 2 5 10 10 1 2 5
1 2 7 2 10 4 7 1 2 5
1 2 7 2 10 4 10 1 2 5
1 2 7 2 10 6 7 1 2 5
1 2 7 2 10 6 10 1 2 5
1 2 7 2 10 8 7 1 2 5
1 2 7 2 10 8 10 1 2 6
1 2 7 2 10 10 7 1 2 6
1 2 7 2 10 10 10 1 2 6
1 2 10 2 7 4 7 1 2 5
1 2 10 2 7 4 10 1 2 5
1 2 10 2 7 6 7 1 2 5
1 2 10 2 7 6 10 1 2 5
1 2 10 2 7 8 7 1 2 5
1 2 10 2 7 8 10 1 2 6
1 2 10 2 7 10 7 1 2 6
1 2 10 2 7 10 10 1 2 6
1 2 10 2 10 4 7 1 2 5
1 2 10 2 10 4 10 1 2 6
1 2 10 2 10 6 7 1 2 5
1 2 10 2 10 6 10 1 2 6
1 2 10 2 10 8 7 1 2 6
1 2 10 2 10 8 10 1 2 6
1 2 10 2 10 10 7 1 2 6
1 4 10 4 10 10 10 1 2 7
1 4 10 4 7 4 7 1 2 5
1 4 10 4 7 4 10 1 2 6
1 4 10 4 7 6 7 1 2 6
1 4 10 4 7 6 10 1 2 6
1 4 10 4 7 8 7 1 2 6
1 4 10 4 7 8 10 1 2 6
1 4 10 4 7 10 7 1 2 6
1 4 10 4 7 10 10 1 2 7
1 4 10 4 10 4 7 1 2 6
1 4 10 4 10 4 10 1 2 6
1 4 10 4 10 6 7 1 2 6
1 4 10 4 10 6 10 1 2 6
1 4 10 4 10 8 7 1 2 6
1 4 10 4 10 8 10 1 2 7
1 4 10 4 10 10 7 1 2 7
1 6 10 6 10 10 10 1 2 8
1 6 10 6 7 4 7 1 2 6
1 6 10 6 7 4 10 1 2 6
1 6 10 6 7 6 7 1 2 6
1 6 10 6 7 6 10 1 2 7
1 6 10 6 7 8 7 1 2 6
1 6 10 6 7 8 10 1 2 7
1 6 10 6 7 10 7 1 2 7
1 6 10 6 7 10 10 1 2 7
1 6 10 6 10 4 7 1 2 6
1 6 10 6 10 4 10 1 2 7
1 6 10 6 10 6 7 1 2 7
1 6 10 6 10 6 10 1 2 7
1 6 10 6 10 8 7 1 2 7
1 6 10 6 10 8 10 1 2 7
1 6 10 6 10 10 7 1 2 7
1 2 10 2 10 10 10 1 2 6
1 2 10 2 7 4 7 1 2 5
1 2 10 2 7 4 10 1 2 5
1 2 10 2 7 6 7 1 2 5
1 2 10 2 7 6 10 1 2 5
1 2 10 2 7 8 7 1 2 5
1 2 10 2 7 8 10 1 2 6
1 2 10 2 7 10 7 1 2 6
1 2 10 2 7 10 10 1 2 6
1 2 10 2 10 4 7 1 2 5
1 2 10 2 10 4 10 1 2 6
1 2 10 2 10 6 7 1 2 5
1 2 10 2 10 6 10 1 2 6
1 2 10 2 10 8 7 1 2 6
1 2 10 2 10 8 10 1 2 6
1 2 10 2 10 10 7 1 2 6
1 2 10 2 10 10 10 1 2 6
1 2 10 2 7 4 7 1 2 5
1 2 10 2 7 4 10 1 2 5
1 2 10 2 7 6 7 1 2 5
1 2 10 2 7 6 10 1 2 5
1 2 10 2 7 8 7 1 2 5
1 2 10 2 7 8 10 1 2 6
1 2 10 2 7 10 7 1 2 6
1 2 10 2 7 10 10 1 2 6
1 2 10 2 10 4 7 1 2 5
1 2 10 2 10 4 10 1 2 6
1 2 10 2 10 6 7 1 2 5
1 2 10 2 10 6 10 1 2 6
1 2 10 2 10 8 7 1 2 6
1 2 10 2 10 8 10 1 2 6
1 2 10 2 10 10 7 1 2 6
1 4 10 4 10 10 10 1 2 7
1 4 5 4 5 4 7 1 2 4
1 4 5 4 5 4 10 1 2 5
1 4 5 4 5 6 7 1 2 5
1 4 5 4 5 6 10 1 2 5
1 4 5 4 5 8 7 1 2 5
1 4 5 4 5 8 10 1 2 5
1 4 5 4 5 10 7 1 2 5
1 4 5 4 5 10 10 1 2 6
1 4 7 4 10 4 7 1 2 5
1 4 7 4 10 4 10 1 2 6
1 4 7 4 10 6 7 1 2 6
1 4 7 4 10 6 10 1 2 6
1 4 7 4 10 8 7 1 2 6
1 4 7 4 10 8 10 1 2 6
1 4 7 4 10 10 7 1 2 6
1 4 7 4 10 10 10 1 2 7
1 4 5 4 5 4 7 1 2 4
1 4 5 4 5 4 10 1 2 5
1 4 5 4 5 6 7 1 2 5
1 4 5 4 5 6 10 1 2 5
1 4 5 4 5 8 7 1 2 5
1 4 5 4 5 8 10 1 2 5
1 4 5 4 5 10 7 1 2 5
1 4 5 4 5 10 10 1 2 6
1 4 7 4 10 4 7 1 2 5
1 4 7 4 10 4 10 1 2 6
1 4 7 4 10 6 7 1 2 6
1 4 7 4 10 6 10 1 2 6
1 4 7 4 10 8 7 1 2 6
1 4 7 4 10 8 10 1 2 6
1 4 7 4 10 10 7 1 2 6
1 6 7 6 10 10 10 1 2 7
1 6 5 6 5 4 7 1 2 5
1 6 5 6 5 4 10 1 2 5
1 6 5 6 5 6 7 1 2 5
1 6 5 6 5 6 10 1 2 6
1 6 5 6 5 8 7 1 2 5
1 6 5 6 5 8 10 1 2 6
1 6 5 6 5 10 7 1 2 6
1 6 5 6 5 10 10 1 2 6
1 6 7 6 10 4 7 1 2 6
1 6 7 6 10 4 10 1 2 6
1 6 7 6 10 6 7 1 2 6
1 6 7 6 10 6 10 1 2 7
1 6 7 6 10 8 7 1 2 6
1 6 7 6 10 8 10 1 2 7
1 6 7 6 10 10 7 1 2 7
1 4 7 4 10 10 10 1 2 7
1 4 5 4 5 4 7 1 2 4
1 4 5 4 5 4 10 1 2 5
1 4 5 4 5 6 7 1 2 5
1 4 5 4 5 6 10 1 2 5
1 4 5 4 5 8 7 1 2 5
1 4 5 4 5 8 10 1 2 5
1 4 5 4 5 10 7 1 2 5
1 4 5 4 5 10 10 1 2 6
1 4 7 4 10 4 7 1 2 5
1 4 7 4 10 4 10 1 2 6
1 4 7 4 10 6 7 1 2 6
1 4 7 4 10 6 10 1 2 6
1 4 7 4 10 8 7 1 2 6
1 4 7 4 10 8 10 1 2 6
1 4 7 4 10 10 7 1 2 6
1 4 7 4 10 10 10 1 2 7
1 4 5 4 5 4 7 1 2 4
1 4 5 4 5 4 10 1 2 5
1 4 5 4 5 6 7 1 2 5
1 4 5 4 5 6 10 1 2 5
1 4 5 4 5 8 7 1 2 5
1 4 5 4 5 8 10 1 2 5
1 4 5 4 5 10 7 1 2 5
1 4 5 4 5 10 10 1 2 6
1 4 7 4 10 4 7 1 2 5
1 4 7 4 10 4 10 1 2 6
1 4 7 4 10 6 7 1 2 6
1 4 7 4 10 6 10 1 2 6
1 4 7 4 10 8 7 1 2 6
1 4 7 4 10 8 10 1 2 6
1 4 7 4 10 10 7 1 2 6
1 4 7 4 10 10 10 1 2 7
1 4 10 4 7 4 7 1 2 5
1 4 10 4 7 4 10 1 2 6
1 4 10 4 7 6 7 1 2 6
1 4 10 4 7 6 10 1 2 6
1 4 10 4 7 8 7 1 2 6
1 4 10 4 7 8 10 1 2 6
1 4 10 4 7 10 7 1 2 6
1 4 10 4 7 10 10 1 2 7
1 4 10 4 10 4 7 1 2 6
1 4 10 4 10 4 10 1 2 6
1 4 10 4 10 6 7 1 2 6
1 4 10 4 10 6 10 1 2 6
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10 10 10 10 10 6 7 6 7 9
10 10 10 10 10 6 10 6 7 9
10 10 10 10 10 8 7 7 8 9
10 10 10 10 10 8 10 8 9 10
10 10 10 10 10 10 7 7 8 10
10 10 10 10 10 10 10 10

AWWA Free Water Audit Software:

Definitions
Item Name Description
Apparent
Losses = 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.

AUTHORIZED CONSUMPTION = 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) Average Length of (private) Customer Service Line
(Lp) 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.

Average Operating Pressure
(AOP) 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.

Billed Authorized Consumption All consumption that is billed and authorized by the utility. This may include both metered and unmetered consumption. See "Authorized Consumption" for more information.

Billed Metered Authorized Consumption
(BMAC) 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.

Billed Unmetered Authorized Consumption
(BUAC) 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.

Customer Metering Inaccuracies
(CMI) 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) Customer Retail Unit Charge
(CRUC) 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 volume-weighted 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, $.

Infrastructure Leakage Index (ILI) 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.

Length of Mains
(Lm) 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 ] NON-REVENUE WATER = Apparent Losses + Real Losses + Unbilled Metered Consumption + Unbilled Unmetered Consumption. This is water which does not provide revenue potential to the utility.

Number of Service Connections
(Nc) 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.

Real Losses 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.

Revenue Water Those components of System Input Volume that are billed and have the potential to produce revenue.

Service Connection Density =number of customer service connections / length of mains Systematic Data Handling Errors
(SDHE) 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 over-stated 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.

Total annual operating cost (optional input) *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.

Unauthorized Consumption
(UC) 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:

Unbilled Authorized Consumption 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.

Unbilled Metered Authorized Consumption (UMAC) 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.

Unbilled Unmetered Authorized Consumption (UUAC) 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.

Units and Conversions 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):

Enter Units: Convert From… Converts to…..
100 Million Gallons (US) = 306.88832897372282 Acre-feet (conversion factor = 3.0689)
Variable Production Cost
(VPC)
(applied to Real Losses) 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.

Volume from Own Sources
(VOS) 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.

Volume from own sources: error adjustment 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.

Water Exported
(WE) 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.

Water Exported: Error Adjustment
(WEEA) 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.

Water Imported
(WI) 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.

Water Imported: Error Adjustment
(WIEA) 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.

Water Supplied Error Adjustments
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.

WATER LOSSES = 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.

AWWA Free Water Audit Software:

Customer Service Line Diagrams
#REF!

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.

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
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.

REFERENCES:

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

2. Kunkel, G. et al. AWWA WLCC Reference Water Audit Dataset. 2020. AWWA. Denver, CO.

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

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. https://circabc.europa.eu/sd/a/1ddfba34-e1ce-4888-b031-6c559cb28e47/Good%20Practices%20on%20Leakage%20Management%20-%20Main%20Report_Final.pdf https://circabc.europa.eu/sd/a/ec13ae01-7800-4114-8d72-98827b509e18/Good%20Practices%20on%20Leakage%20Management%20-%20Case%20Study%20document._Final.pdf

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

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.

VERSION HISTORY:

Version: Release
Date: Number of Worksheets: Key Features and Developments v1 2005/
2006 5 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. v2 2006 5 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. v3 2007 7 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 - v4.2 2010 10 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. v5 2014 12 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. v6 2020 11 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.

If you have questions or comments regarding the software please contact us via email at: [email protected]

Water Imported - Error Adjustment blue = different answers associated with same grade level n/a If no water imported.
criteria id wiea.1 wiea.2 wiea.3 wiea.4
Criteria Theme >> Agreement in place Meter accuracy testing or electronic calibration requirements Tie between meter maintenance practices and EA input derivation Data trail accessibility Criteria Question >> Is an agreement in place between Exporting and Importing Utility for the purchase of water? Are meter accuracy testing or electronic calibration requirements stipulated in the water purchase agreement? Are flow accuracy test and/or electronic calibration results used to inform the error adjustment input in the water audit? Who has access to the import meter readings including current and archived data? 1 1
2 2
3 No No 3
4 No 4
5 No, but meter accuracy testing and/or electronic calibration is conducted upon request of the importing utility 5 6 Yes, and stipulated as less frequent than annual 6
7 Yes, but not written Exporting Utility only 7
8 8
9 Yes, and stipulated frequency as annual 9
10 Yes, written Yes, and stipulated as more frequent than annual Yes, results are analyzed and incorporated Exporting and Importing Utility 10 10 Yes, results are analyzed and a 'no-adjustment' was determined 10 dropdowns No No No Exporting Utility only
Yes, but not written No, but meter accuracy testing and/or electronic calibration is conducted upon request of the importing utility Yes, results are analyzed and incorporated Exporting and Importing Utility Yes, written Yes, and stipulated as less frequent than annual Yes, results are analyzed and a 'no-adjustment' was determined Yes, and stipulated frequency as annual
Yes, and stipulated as more frequent than annual
criteria questions - - COPY FROM ROW 5
Is an agreement in place between Exporting and Importing Utility for the purchase of water? Are meter accuracy testing or electronic calibration requirements stipulated in the water purchase agreement? Are flow accuracy test and/or electronic calibration results used to inform the error adjustment input in the water audit? Who has access to the import meter readings including current and archived data?

Water Exported <> means not an answer available to auditor, but code will need to look at combination of answers blue = different answers associated with same grade level n/a Did the water utility export any water during the audit year? criteria id we.1 we.2 we.3 we.4 we.5 we.6 we.7 we.8 we.9 we.10 Criteria Theme >> Percent of export metered Meter calibration frequency Calibration documentation Meter flow accuracy test frequency Flow accuracy test documentation Flow accuracy test results Rigor of testing & calibration procedures Frequency of data collection Frequency of data review Criteria Question >> What percent of water exported is metered? What is the frequency of electronic calibration? What level of data transfer errors are checked as part of the electronic calibration process? Is the most recent electronic calibration documentation available? What is the frequency of in-situ flow accuracy testing? Is the most recent in-situ flow accuracy testing documentation available? What are the total volume-weighted average results of in-situ flow accuracy testing (during or closest to audit year)? Have testing and calibration procedures been closely scrutinized for compliance with procedures described in the AWWA M36 and/or M33 Manual(s)? Which best describes the frequency of meter readings (data collection frequency as opposed to billing frequency)? What is the frequency of data review & correction by Exporting or Importing Utility for data gaps and/or anomalies? 1 <25% Not sure Regular review not conducted / Not sure 1 2 25-50%
2 3 >50-75% None, or Not within last 5 years None, or Not within last 5 years 3 4 >75% - 90% Data transfer errors are not checked, or not sure Less frequently than monthly Less frequently than monthly 4 5 Less than annual but within last 5 years No Less than annual but within last 5 years No 5 6 >90% - 95% Once per month Once per month 6
7 Annually Data transfer errors are checked at secondary device(s), but not to tertiary device(s) Annually At ±6% or greater 7 8 >95 - 99% More frequently than monthly, but not every day More frequently than monthly, but not every day 8 9 Between ±3% to ±6% No Daily 9
10 >99% At least semi-annually Data transfer errors are checked at secondary device(s) AND tertiary device(s) Yes At least semi-annually Yes At or within ±3% Yes Continuous Daily 10 10 Not applicable due to no electronic signal output (i.e. to SCADA) Data transfer errors are checked at secondary device(s), but no tertiary device(s) exist 10 <cross reference this answer to calibration frequency, account for and/or condition when determining limiting criteria-grade> <cross reference for No, but Yes on flow accuracy test documentation> <cross reference this answer to calibration frequency, account for and/or condition when determining limiting criteria-grade> Dropdowns <25% None, or Not within last 5 years Data transfer errors are not checked, or not sure No None, or Not within last 5 years No Not sure No Less frequently than monthly Regular review not conducted / Not sure 25-50% Less than annual but within last 5 years Data transfer errors are checked at secondary device(s), but not to tertiary device(s) Yes Less than annual but within last 5 years Yes At ±6% or greater Yes Once per month Less frequently than monthly >50-75% Annually Data transfer errors are checked at secondary device(s) AND tertiary device(s) Annually Between ±3% to ±6% More frequently than monthly, but not every day Once per month >75% - 90% At least semi-annually Data transfer errors are checked at secondary device(s), but no tertiary device(s) exist At least semi-annually At or within ±3% Daily More frequently than monthly, but not every day >90% - 95% Not applicable due to no electronic signal output (i.e. to SCADA) Continuous Daily >95 - 99%
>99%
criteria questions - - COPY FROM ROW 5
Did the water utility export any water during the audit year? What percent of water exported is metered?
What is the frequency of electronic calibration?
What level of data transfer errors are checked as part of the electronic calibration process? Is the most recent electronic calibration documentation available? What is the frequency of in-situ flow accuracy testing? Is the most recent in-situ flow accuracy testing documentation available? What are the total volume-weighted average results of in-situ flow accuracy testing (during or closest to audit year)? Have testing and calibration procedures been closely scrutinized for compliance with procedures described in the AWWA M36 and/or M33 Manual(s)? Which best describes the frequency of meter readings (data collection frequency as opposed to billing frequency)? What is the frequency of data review & correction by Exporting or Importing Utility for data gaps and/or anomalies? These can include numbers that are outside of typical patterns, and zero or 'null' values that may reflect a gap in data recording. 10 10
80 Meter calibration frequency 10 Meter flow accuracy test frequency 10 10 10 Percent of own supply metered 2 Calibration documentation 2 Flow accuracy test documentation Flow accuracy test results Rigor of testing & calibration procedures Frequency of data collection Frequency of data review SimpleMin If all non-MinScore > MinScore Then +1 Average 1 2 5 2 5 4 7 1 2 4
1 2 5 2 5 4 10 1 2 4
1 2 5 2 5 6 7 1 2 4
1 2 5 2 5 6 10 1 2 4
1 2 5 2 5 8 7 1 2 4
1 2 5 2 5 8 10 1 2 5
1 2 5 2 5 10 7 1 2 5
1 2 5 2 5 10 10 1 2 5
1 2 7 2 10 4 7 1 2 5
1 2 7 2 10 4 10 1 2 5
1 2 7 2 10 6 7 1 2 5
1 2 7 2 10 6 10 1 2 5
1 2 7 2 10 8 7 1 2 5
1 2 7 2 10 8 10 1 2 6
1 2 7 2 10 10 7 1 2 6
1 4 7 4 10 10 10 1 2 7
1 4 5 4 5 4 7 1 2 4
1 4 5 4 5 4 10 1 2 5
1 4 5 4 5 6 7 1 2 5
1 4 5 4 5 6 10 1 2 5
1 4 5 4 5 8 7 1 2 5
1 4 5 4 5 8 10 1 2 5
1 4 5 4 5 10 7 1 2 5
1 4 5 4 5 10 10 1 2 6
1 4 7 4 10 4 7 1 2 5
1 4 7 4 10 4 10 1 2 6
1 4 7 4 10 6 7 1 2 6
1 4 7 4 10 6 10 1 2 6
1 4 7 4 10 8 7 1 2 6
1 4 7 4 10 8 10 1 2 6
1 4 7 4 10 10 7 1 2 6
1 6 7 6 10 10 10 1 2 7
1 6 5 6 5 4 7 1 2 5
1 6 5 6 5 4 10 1 2 5
1 6 5 6 5 6 7 1 2 5
1 6 5 6 5 6 10 1 2 6
1 6 5 6 5 8 7 1 2 5
1 6 5 6 5 8 10 1 2 6
1 6 5 6 5 10 7 1 2 6
1 6 5 6 5 10 10 1 2 6
1 6 7 6 10 4 7 1 2 6
1 6 7 6 10 4 10 1 2 6
1 6 7 6 10 6 7 1 2 6
1 6 7 6 10 6 10 1 2 7
1 6 7 6 10 8 7 1 2 6
1 6 7 6 10 8 10 1 2 7
1 6 7 6 10 10 7 1 2 7
1 2 7 2 10 10 10 1 2 6
1 2 5 2 5 4 7 1 2 4
1 2 5 2 5 4 10 1 2 4
1 2 5 2 5 6 7 1 2 4
1 2 5 2 5 6 10 1 2 4
1 2 5 2 5 8 7 1 2 4
1 2 5 2 5 8 10 1 2 5
1 2 5 2 5 10 7 1 2 5
1 2 5 2 5 10 10 1 2 5
1 2 7 2 10 4 7 1 2 5
1 2 7 2 10 4 10 1 2 5
1 2 7 2 10 6 7 1 2 5
1 2 7 2 10 6 10 1 2 5
1 2 7 2 10 8 7 1 2 5
1 2 7 2 10 8 10 1 2 6
1 2 7 2 10 10 7 1 2 6
1 2 7 2 10 10 10 1 2 6
1 2 5 2 5 4 7 1 2 4
1 2 5 2 5 4 10 1 2 4
1 2 5 2 5 6 7 1 2 4
1 2 5 2 5 6 10 1 2 4
1 2 5 2 5 8 7 1 2 4
1 2 5 2 5 8 10 1 2 5
1 2 5 2 5 10 7 1 2 5
1 2 5 2 5 10 10 1 2 5
1 2 7 2 10 4 7 1 2 5
1 2 7 2 10 4 10 1 2 5
1 2 7 2 10 6 7 1 2 5
1 2 7 2 10 6 10 1 2 5
1 2 7 2 10 8 7 1 2 5
1 2 7 2 10 8 10 1 2 6
1 2 7 2 10 10 7 1 2 6
1 2 7 2 10 10 10 1 2 6
1 2 10 2 7 4 7 1 2 5
1 2 10 2 7 4 10 1 2 5
1 2 10 2 7 6 7 1 2 5
1 2 10 2 7 6 10 1 2 5
1 2 10 2 7 8 7 1 2 5
1 2 10 2 7 8 10 1 2 6
1 2 10 2 7 10 7 1 2 6
1 2 10 2 7 10 10 1 2 6
1 2 10 2 10 4 7 1 2 5
1 2 10 2 10 4 10 1 2 6
1 2 10 2 10 6 7 1 2 5
1 2 10 2 10 6 10 1 2 6
1 2 10 2 10 8 7 1 2 6
1 2 10 2 10 8 10 1 2 6
1 2 10 2 10 10 7 1 2 6
1 4 10 4 10 10 10 1 2 7
1 4 10 4 7 4 7 1 2 5
1 4 10 4 7 4 10 1 2 6
1 4 10 4 7 6 7 1 2 6
1 4 10 4 7 6 10 1 2 6
1 4 10 4 7 8 7 1 2 6
1 4 10 4 7 8 10 1 2 6
1 4 10 4 7 10 7 1 2 6
1 4 10 4 7 10 10 1 2 7
1 4 10 4 10 4 7 1 2 6
1 4 10 4 10 4 10 1 2 6
1 4 10 4 10 6 7 1 2 6
1 4 10 4 10 6 10 1 2 6
1 4 10 4 10 8 7 1 2 6
1 4 10 4 10 8 10 1 2 7
1 4 10 4 10 10 7 1 2 7
1 6 10 6 10 10 10 1 2 8
1 6 10 6 7 4 7 1 2 6
1 6 10 6 7 4 10 1 2 6
1 6 10 6 7 6 7 1 2 6
1 6 10 6 7 6 10 1 2 7
1 6 10 6 7 8 7 1 2 6
1 6 10 6 7 8 10 1 2 7
1 6 10 6 7 10 7 1 2 7
1 6 10 6 7 10 10 1 2 7
1 6 10 6 10 4 7 1 2 6
1 6 10 6 10 4 10 1 2 7
1 6 10 6 10 6 7 1 2 7
1 6 10 6 10 6 10 1 2 7
1 6 10 6 10 8 7 1 2 7
1 6 10 6 10 8 10 1 2 7
1 6 10 6 10 10 7 1 2 7
1 2 10 2 10 10 10 1 2 6
1 2 10 2 7 4 7 1 2 5
1 2 10 2 7 4 10 1 2 5
1 2 10 2 7 6 7 1 2 5
1 2 10 2 7 6 10 1 2 5
1 2 10 2 7 8 7 1 2 5
1 2 10 2 7 8 10 1 2 6
1 2 10 2 7 10 7 1 2 6
1 2 10 2 7 10 10 1 2 6
1 2 10 2 10 4 7 1 2 5
1 2 10 2 10 4 10 1 2 6
1 2 10 2 10 6 7 1 2 5
1 2 10 2 10 6 10 1 2 6
1 2 10 2 10 8 7 1 2 6
1 2 10 2 10 8 10 1 2 6
1 2 10 2 10 10 7 1 2 6
1 2 10 2 10 10 10 1 2 6
1 2 10 2 7 4 7 1 2 5
1 2 10 2 7 4 10 1 2 5
1 2 10 2 7 6 7 1 2 5
1 2 10 2 7 6 10 1 2 5
1 2 10 2 7 8 7 1 2 5
1 2 10 2 7 8 10 1 2 6
1 2 10 2 7 10 7 1 2 6
1 2 10 2 7 10 10 1 2 6
1 2 10 2 10 4 7 1 2 5
1 2 10 2 10 4 10 1 2 6
1 2 10 2 10 6 7 1 2 5
1 2 10 2 10 6 10 1 2 6
1 2 10 2 10 8 7 1 2 6
1 2 10 2 10 8 10 1 2 6
1 2 10 2 10 10 7 1 2 6
1 4 10 4 10 10 10 1 2 7
1 4 5 4 5 4 7 1 2 4
1 4 5 4 5 4 10 1 2 5
1 4 5 4 5 6 7 1 2 5
1 4 5 4 5 6 10 1 2 5
1 4 5 4 5 8 7 1 2 5
1 4 5 4 5 8 10 1 2 5
1 4 5 4 5 10 7 1 2 5
1 4 5 4 5 10 10 1 2 6
1 4 7 4 10 4 7 1 2 5
1 4 7 4 10 4 10 1 2 6
1 4 7 4 10 6 7 1 2 6
1 4 7 4 10 6 10 1 2 6
1 4 7 4 10 8 7 1 2 6
1 4 7 4 10 8 10 1 2 6
1 4 7 4 10 10 7 1 2 6
1 4 7 4 10 10 10 1 2 7
1 4 5 4 5 4 7 1 2 4
1 4 5 4 5 4 10 1 2 5
1 4 5 4 5 6 7 1 2 5
1 4 5 4 5 6 10 1 2 5
1 4 5 4 5 8 7 1 2 5
1 4 5 4 5 8 10 1 2 5
1 4 5 4 5 10 7 1 2 5
1 4 5 4 5 10 10 1 2 6
1 4 7 4 10 4 7 1 2 5
1 4 7 4 10 4 10 1 2 6
1 4 7 4 10 6 7 1 2 6
1 4 7 4 10 6 10 1 2 6
1 4 7 4 10 8 7 1 2 6
1 4 7 4 10 8 10 1 2 6
1 4 7 4 10 10 7 1 2 6
1 6 7 6 10 10 10 1 2 7
1 6 5 6 5 4 7 1 2 5
1 6 5 6 5 4 10 1 2 5
1 6 5 6 5 6 7 1 2 5
1 6 5 6 5 6 10 1 2 6
1 6 5 6 5 8 7 1 2 5
1 6 5 6 5 8 10 1 2 6
1 6 5 6 5 10 7 1 2 6
1 6 5 6 5 10 10 1 2 6
1 6 7 6 10 4 7 1 2 6
1 6 7 6 10 4 10 1 2 6
1 6 7 6 10 6 7 1 2 6
1 6 7 6 10 6 10 1 2 7
1 6 7 6 10 8 7 1 2 6
1 6 7 6 10 8 10 1 2 7
1 6 7 6 10 10 7 1 2 7
1 4 7 4 10 10 10 1 2 7
1 4 5 4 5 4 7 1 2 4
1 4 5 4 5 4 10 1 2 5
1 4 5 4 5 6 7 1 2 5
1 4 5 4 5 6 10 1 2 5
1 4 5 4 5 8 7 1 2 5
1 4 5 4 5 8 10 1 2 5
1 4 5 4 5 10 7 1 2 5
1 4 5 4 5 10 10 1 2 6
1 4 7 4 10 4 7 1 2 5
1 4 7 4 10 4 10 1 2 6
1 4 7 4 10 6 7 1 2 6
1 4 7 4 10 6 10 1 2 6
1 4 7 4 10 8 7 1 2 6
1 4 7 4 10 8 10 1 2 6
1 4 7 4 10 10 7 1 2 6
1 4 7 4 10 10 10 1 2 7
1 4 5 4 5 4 7 1 2 4
1 4 5 4 5 4 10 1 2 5
1 4 5 4 5 6 7 1 2 5
1 4 5 4 5 6 10 1 2 5
1 4 5 4 5 8 7 1 2 5
1 4 5 4 5 8 10 1 2 5
1 4 5 4 5 10 7 1 2 5
1 4 5 4 5 10 10 1 2 6
1 4 7 4 10 4 7 1 2 5
1 4 7 4 10 4 10 1 2 6
1 4 7 4 10 6 7 1 2 6
1 4 7 4 10 6 10 1 2 6
1 4 7 4 10 8 7 1 2 6
1 4 7 4 10 8 10 1 2 6
1 4 7 4 10 10 7 1 2 6
1 4 7 4 10 10 10 1 2 7
1 4 10 4 7 4 7 1 2 5
1 4 10 4 7 4 10 1 2 6
1 4 10 4 7 6 7 1 2 6
1 4 10 4 7 6 10 1 2 6
1 4 10 4 7 8 7 1 2 6
1 4 10 4 7 8 10 1 2 6
1 4 10 4 7 10 7 1 2 6
1 4 10 4 7 10 10 1 2 7
1 4 10 4 10 4 7 1 2 6
1 4 10 4 10 4 10 1 2 6
1 4 10 4 10 6 7 1 2 6
1 4 10 4 10 6 10 1 2 6
1 4 10 4 10 8 7 1 2 6
1 4 10 4 10 8 10 1 2 7
1 4 10 4 10 10 7 1 2 7
1 4 10 4 10 10 10 1 2 7
1 4 10 4 7 4 7 1 2 5
1 4 10 4 7 4 10 1 2 6
1 4 10 4 7 6 7 1 2 6
1 4 10 4 7 6 10 1 2 6
1 4 10 4 7 8 7 1 2 6
1 4 10 4 7 8 10 1 2 6
1 4 10 4 7 10 7 1 2 6
1 4 10 4 7 10 10 1 2 7
1 4 10 4 10 4 7 1 2 6
1 4 10 4 10 4 10 1 2 6
1 4 10 4 10 6 7 1 2 6
1 4 10 4 10 6 10 1 2 6
1 4 10 4 10 8 7 1 2 6
1 4 10 4 10 8 10 1 2 7
1 4 10 4 10 10 7 1 2 7
1 6 10 6 10 10 10 1 2 8
1 6 10 6 7 4 7 1 2 6
1 6 10 6 7 4 10 1 2 6
1 6 10 6 7 6 7 1 2 6
1 6 10 6 7 6 10 1 2 7
1 6 10 6 7 8 7 1 2 6
1 6 10 6 7 8 10 1 2 7
1 6 10 6 7 10 7 1 2 7
1 6 10 6 7 10 10 1 2 7
1 6 10 6 10 4 7 1 2 6
1 6 10 6 10 4 10 1 2 7
1 6 10 6 10 6 7 1 2 7
1 6 10 6 10 6 10 1 2 7
1 6 10 6 10 8 7 1 2 7
1 6 10 6 10 8 10 1 2 7
1 6 10 6 10 10 7 1 2 7
1 4 10 4 10 10 10 1 2 7
1 4 10 4 7 4 7 1 2 5
1 4 10 4 7 4 10 1 2 6
1 4 10 4 7 6 7 1 2 6
1 4 10 4 7 6 10 1 2 6
1 4 10 4 7 8 7 1 2 6
1 4 10 4 7 8 10 1 2 6
1 4 10 4 7 10 7 1 2 6
1 4 10 4 7 10 10 1 2 7
1 4 10 4 10 4 7 1 2 6
1 4 10 4 10 4 10 1 2 6
1 4 10 4 10 6 7 1 2 6
1 4 10 4 10 6 10 1 2 6
1 4 10 4 10 8 7 1 2 6
1 4 10 4 10 8 10 1 2 7
1 4 10 4 10 10 7 1 2 7
1 4 10 4 10 10 10 1 2 7
1 4 10 4 7 4 7 1 2 5
1 4 10 4 7 4 10 1 2 6
1 4 10 4 7 6 7 1 2 6
1 4 10 4 7 6 10 1 2 6
1 4 10 4 7 8 7 1 2 6
1 4 10 4 7 8 10 1 2 6
1 4 10 4 7 10 7 1 2 6
1 4 10 4 7 10 10 1 2 7
1 4 10 4 10 4 7 1 2 6
1 4 10 4 10 4 10 1 2 6
1 4 10 4 10 6 7 1 2 6
1 4 10 4 10 6 10 1 2 6
1 4 10 4 10 8 7 1 2 6
1 4 10 4 10 8 10 1 2 7
1 4 10 4 10 10 7 1 2 7
1 6 10 6 10 10 10 1 2 8
1 6 5 6 5 4 7 1 2 5
1 6 5 6 5 4 10 1 2 5
1 6 5 6 5 6 7 1 2 5
1 6 5 6 5 6 10 1 2 6
1 6 5 6 5 8 7 1 2 5
1 6 5 6 5 8 10 1 2 6
1 6 5 6 5 10 7 1 2 6
1 6 5 6 5 10 10 1 2 6
1 6 7 6 10 4 7 1 2 6
1 6 7 6 10 4 10 1 2 6
1 6 7 6 10 6 7 1 2 6
1 6 7 6 10 6 10 1 2 7
1 6 7 6 10 8 7 1 2 6
1 6 7 6 10 8 10 1 2 7
1 6 7 6 10 10 7 1 2 7
1 6 7 6 10 10 10 1 2 7
1 6 5 6 5 4 7 1 2 5
1 6 5 6 5 4 10 1 2 5
1 6 5 6 5 6 7 1 2 5
1 6 5 6 5 6 10 1 2 6
1 6 5 6 5 8 7 1 2 5
1 6 5 6 5 8 10 1 2 6
1 6 5 6 5 10 7 1 2 6
1 6 5 6 5 10 10 1 2 6
1 6 7 6 10 4 7 1 2 6
1 6 7 6 10 4 10 1 2 6
1 6 7 6 10 6 7 1 2 6
1 6 7 6 10 6 10 1 2 7
1 6 7 6 10 8 7 1 2 6
1 6 7 6 10 8 10 1 2 7
1 6 7 6 10 10 7 1 2 7
1 6 7 6 10 10 10 1 2 7
1 6 5 6 5 4 7 1 2 5
1 6 5 6 5 4 10 1 2 5
1 6 5 6 5 6 7 1 2 5
1 6 5 6 5 6 10 1 2 6
1 6 5 6 5 8 7 1 2 5
1 6 5 6 5 8 10 1 2 6
1 6 5 6 5 10 7 1 2 6
1 6 5 6 5 10 10 1 2 6
1 6 7 6 10 4 7 1 2 6
1 6 7 6 10 4 10 1 2 6
1 6 7 6 10 6 7 1 2 6
1 6 7 6 10 6 10 1 2 7
1 6 7 6 10 8 7 1 2 6
1 6 7 6 10 8 10 1 2 7
1 6 7 6 10 10 7 1 2 7
1 6 7 6 10 10 10 1 2 7
1 6 5 6 5 4 7 1 2 5
1 6 5 6 5 4 10 1 2 5
1 6 5 6 5 6 7 1 2 5
1 6 5 6 5 6 10 1 2 6
1 6 5 6 5 8 7 1 2 5
1 6 5 6 5 8 10 1 2 6
1 6 5 6 5 10 7 1 2 6
1 6 5 6 5 10 10 1 2 6
1 6 7 6 10 4 7 1 2 6
1 6 7 6 10 4 10 1 2 6
1 6 7 6 10 6 7 1 2 6
1 6 7 6 10 6 10 1 2 7
1 6 7 6 10 8 7 1 2 6
1 6 7 6 10 8 10 1 2 7
1 6 7 6 10 10 7 1 2 7
1 6 7 6 10 10 10 1 2 7
1 6 5 6 5 4 7 1 2 5
1 6 5 6 5 4 10 1 2 5
1 6 5 6 5 6 7 1 2 5
1 6 5 6 5 6 10 1 2 6
1 6 5 6 5 8 7 1 2 5
1 6 5 6 5 8 10 1 2 6
1 6 5 6 5 10 7 1 2 6
1 6 5 6 5 10 10 1 2 6
1 6 7 6 10 4 7 1 2 6
1 6 7 6 10 4 10 1 2 6
1 6 7 6 10 6 7 1 2 6
1 6 7 6 10 6 10 1 2 7
1 6 7 6 10 8 7 1 2 6
1 6 7 6 10 8 10 1 2 7
1 6 7 6 10 10 7 1 2 7
1 6 7 6 10 10 10 1 2 7
1 6 10 6 7 4 7 1 2 6
1 6 10 6 7 4 10 1 2 6
1 6 10 6 7 6 7 1 2 6
1 6 10 6 7 6 10 1 2 7
1 6 10 6 7 8 7 1 2 6
1 6 10 6 7 8 10 1 2 7
1 6 10 6 7 10 7 1 2 7
1 6 10 6 7 10 10 1 2 7
1 6 10 6 10 4 7 1 2 6
1 6 10 6 10 4 10 1 2 7
1 6 10 6 10 6 7 1 2 7
1 6 10 6 10 6 10 1 2 7
1 6 10 6 10 8 7 1 2 7
1 6 10 6 10 8 10 1 2 7
1 6 10 6 10 10 7 1 2 7
1 6 10 6 10 10 10 1 2 8
1 6 10 6 7 4 7 1 2 6
1 6 10 6 7 4 10 1 2 6
1 6 10 6 7 6 7 1 2 6
1 6 10 6 7 6 10 1 2 7
1 6 10 6 7 8 7 1 2 6
1 6 10 6 7 8 10 1 2 7
1 6 10 6 7 10 7 1 2 7
1 6 10 6 7 10 10 1 2 7
1 6 10 6 10 4 7 1 2 6
1 6 10 6 10 4 10 1 2 7
1 6 10 6 10 6 7 1 2 7
1 6 10 6 10 6 10 1 2 7
1 6 10 6 10 8 7 1 2 7
1 6 10 6 10 8 10 1 2 7
1 6 10 6 10 10 7 1 2 7
1 6 10 6 10 10 10 1 2 8
1 6 10 6 7 4 7 1 2 6
1 6 10 6 7 4 10 1 2 6
1 6 10 6 7 6 7 1 2 6
1 6 10 6 7 6 10 1 2 7
1 6 10 6 7 8 7 1 2 6
1 6 10 6 7 8 10 1 2 7
1 6 10 6 7 10 7 1 2 7
1 6 10 6 7 10 10 1 2 7
1 6 10 6 10 4 7 1 2 6
1 6 10 6 10 4 10 1 2 7
1 6 10 6 10 6 7 1 2 7
1 6 10 6 10 6 10 1 2 7
1 6 10 6 10 8 7 1 2 7
1 6 10 6 10 8 10 1 2 7
1 6 10 6 10 10 7 1 2 7
1 6 10 6 10 10 10 1 2 8
1 6 10 6 7 4 7 1 2 6
1 6 10 6 7 4 10 1 2 6
1 6 10 6 7 6 7 1 2 6
1 6 10 6 7 6 10 1 2 7
1 6 10 6 7 8 7 1 2 6
1 6 10 6 7 8 10 1 2 7
1 6 10 6 7 10 7 1 2 7
1 6 10 6 7 10 10 1 2 7
1 6 10 6 10 4 7 1 2 6
1 6 10 6 10 4 10 1 2 7
1 6 10 6 10 6 7 1 2 7
1 6 10 6 10 6 10 1 2 7
1 6 10 6 10 8 7 1 2 7
1 6 10 6 10 8 10 1 2 7
1 6 10 6 10 10 7 1 2 7
1 6 10 6 10 10 10 1 2 8
1 6 10 6 7 4 7 1 2 6
1 6 10 6 7 4 10 1 2 6
1 6 10 6 7 6 7 1 2 6
1 6 10 6 7 6 10 1 2 7
1 6 10 6 7 8 7 1 2 6
1 6 10 6 7 8 10 1 2 7
1 6 10 6 7 10 7 1 2 7
1 6 10 6 7 10 10 1 2 7
1 6 10 6 10 4 7 1 2 6
1 6 10 6 10 4 10 1 2 7
1 6 10 6 10 6 7 1 2 7
1 6 10 6 10 6 10 1 2 7
1 6 10 6 10 8 7 1 2 7
1 6 10 6 10 8 10 1 2 7
1 6 10 6 10 10 7 1 2 7
1 8 10 8 10 10 10 1 2 8
1 8 5 8 5 4 7 1 2 5
1 8 5 8 5 4 10 1 2 6
1 8 5 8 5 6 7 1 2 6
1 8 5 8 5 6 10 1 2 6
1 8 5 8 5 8 7 1 2 6
1 8 5 8 5 8 10 1 2 6
1 8 5 8 5 10 7 1 2 6
1 8 5 8 5 10 10 1 2 7
1 8 7 8 10 4 7 1 2 6
1 8 7 8 10 4 10 1 2 7
1 8 7 8 10 6 7 1 2 7
1 8 7 8 10 6 10 1 2 7
1 8 7 8 10 8 7 1 2 7
1 8 7 8 10 8 10 1 2 7
1 8 7 8 10 10 7 1 2 7
1 8 7 8 10 10 10 1 2 8
1 8 5 8 5 4 7 1 2 5
1 8 5 8 5 4 10 1 2 6
1 8 5 8 5 6 7 1 2 6
1 8 5 8 5 6 10 1 2 6
1 8 5 8 5 8 7 1 2 6
1 8 5 8 5 8 10 1 2 6
1 8 5 8 5 10 7 1 2 6
1 8 5 8 5 10 10 1 2 7
1 8 7 8 10 4 7 1 2 6
1 8 7 8 10 4 10 1 2 7
1 8 7 8 10 6 7 1 2 7
1 8 7 8 10 6 10 1 2 7
1 8 7 8 10 8 7 1 2 7
1 8 7 8 10 8 10 1 2 7
1 8 7 8 10 10 7 1 2 7
1 8 7 8 10 10 10 1 2 8
1 8 5 8 5 4 7 1 2 5
1 8 5 8 5 4 10 1 2 6
1 8 5 8 5 6 7 1 2 6
1 8 5 8 5 6 10 1 2 6
1 8 5 8 5 8 7 1 2 6
1 8 5 8 5 8 10 1 2 6
1 8 5 8 5 10 7 1 2 6
1 8 5 8 5 10 10 1 2 7
1 8 7 8 10 4 7 1 2 6
1 8 7 8 10 4 10 1 2 7
1 8 7 8 10 6 7 1 2 7
1 8 7 8 10 6 10 1 2 7
1 8 7 8 10 8 7 1 2 7
1 8 7 8 10 8 10 1 2 7
1 8 7 8 10 10 7 1 2 7
1 8 7 8 10 10 10 1 2 8
1 8 5 8 5 4 7 1 2 5
1 8 5 8 5 4 10 1 2 6
1 8 5 8 5 6 7 1 2 6
1 8 5 8 5 6 10 1 2 6
1 8 5 8 5 8 7 1 2 6
1 8 5 8 5 8 10 1 2 6
1 8 5 8 5 10 7 1 2 6
1 8 5 8 5 10 10 1 2 7
1 8 7 8 10 4 7 1 2 6
1 8 7 8 10 4 10 1 2 7
1 8 7 8 10 6 7 1 2 7
1 8 7 8 10 6 10 1 2 7
1 8 7 8 10 8 7 1 2 7
1 8 7 8 10 8 10 1 2 7
1 8 7 8 10 10 7 1 2 7
1 8 7 8 10 10 10 1 2 8
1 8 5 8 5 4 7 1 2 5
1 8 5 8 5 4 10 1 2 6
1 8 5 8 5 6 7 1 2 6
1 8 5 8 5 6 10 1 2 6
1 8 5 8 5 8 7 1 2 6
1 8 5 8 5 8 10 1 2 6
1 8 5 8 5 10 7 1 2 6
1 8 5 8 5 10 10 1 2 7
1 8 7 8 10 4 7 1 2 6
1 8 7 8 10 4 10 1 2 7
1 8 7 8 10 6 7 1 2 7
1 8 7 8 10 6 10 1 2 7
1 8 7 8 10 8 7 1 2 7
1 8 7 8 10 8 10 1 2 7
1 8 7 8 10 10 7 1 2 7
1 8 7 8 10 10 10 1 2 8
1 8 10 8 7 4 7 1 2 6
1 8 10 8 7 4 10 1 2 7
1 8 10 8 7 6 7 1 2 7
1 8 10 8 7 6 10 1 2 7
1 8 10 8 7 8 7 1 2 7
1 8 10 8 7 8 10 1 2 7
1 8 10 8 7 10 7 1 2 7
1 8 10 8 7 10 10 1 2 8
1 8 10 8 10 4 7 1 2 7
1 8 10 8 10 4 10 1 2 7
1 8 10 8 10 6 7 1 2 7
1 8 10 8 10 6 10 1 2 8
1 8 10 8 10 8 7 1 2 7
1 8 10 8 10 8 10 1 2 8
1 8 10 8 10 10 7 1 2 8
1 8 10 8 10 10 10 1 2 8
1 8 10 8 7 4 7 1 2 6
1 8 10 8 7 4 10 1 2 7
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10 10 5 10 5 8 7 5 5 8
10 10 5 10 5 8 10 5 5 8
10 10 5 10 5 10 7 5 5 8
10 10 5 10 5 10 10 5 5 9
10 10 7 10 10 4 7 4 5 8
10 10 7 10 10 4 10 4 5 9
10 10 7 10 10 6 7 6 7 9
10 10 7 10 10 6 10 6 7 9
10 10 7 10 10 8 7 7 7 9
10 10 7 10 10 8 10 7 8 9
10 10 7 10 10 10 7 7 7 9
10 10 7 10 10 10 10 7 8 10
10 10 5 10 5 4 7 4 5 7
10 10 5 10 5 4 10 4 5 8
10 10 5 10 5 6 7 5 5 8
10 10 5 10 5 6 10 5 5 8
10 10 5 10 5 8 7 5 5 8
10 10 5 10 5 8 10 5 5 8
10 10 5 10 5 10 7 5 5 8
10 10 5 10 5 10 10 5 5 9
10 10 7 10 10 4 7 4 5 8
10 10 7 10 10 4 10 4 5 9
10 10 7 10 10 6 7 6 7 9
10 10 7 10 10 6 10 6 7 9
10 10 7 10 10 8 7 7 7 9
10 10 7 10 10 8 10 7 8 9
10 10 7 10 10 10 7 7 7 9
10 10 7 10 10 10 10 7 8 10
10 10 5 10 5 4 7 4 5 7
10 10 5 10 5 4 10 4 5 8
10 10 5 10 5 6 7 5 5 8
10 10 5 10 5 6 10 5 5 8
10 10 5 10 5 8 7 5 5 8
10 10 5 10 5 8 10 5 5 8
10 10 5 10 5 10 7 5 5 8
10 10 5 10 5 10 10 5 5 9
10 10 7 10 10 4 7 4 5 8
10 10 7 10 10 4 10 4 5 9
10 10 7 10 10 6 7 6 7 9
10 10 7 10 10 6 10 6 7 9
10 10 7 10 10 8 7 7 7 9
10 10 7 10 10 8 10 7 8 9
10 10 7 10 10 10 7 7 7 9
10 10 7 10 10 10 10 7 8 10
10 10 5 10 5 4 7 4 5 7
10 10 5 10 5 4 10 4 5 8
10 10 5 10 5 6 7 5 5 8
10 10 5 10 5 6 10 5 5 8
10 10 5 10 5 8 7 5 5 8
10 10 5 10 5 8 10 5 5 8
10 10 5 10 5 10 7 5 5 8
10 10 5 10 5 10 10 5 5 9
10 10 7 10 10 4 7 4 5 8
10 10 7 10 10 4 10 4 5 9
10 10 7 10 10 6 7 6 7 9
10 10 7 10 10 6 10 6 7 9
10 10 7 10 10 8 7 7 7 9
10 10 7 10 10 8 10 7 8 9
10 10 7 10 10 10 7 7 7 9
10 10 7 10 10 10 10 7 8 10
10 10 10 10 7 4 7 4 5 8
10 10 10 10 7 4 10 4 5 9
10 10 10 10 7 6 7 6 7 9
10 10 10 10 7 6 10 6 7 9
10 10 10 10 7 8 7 7 7 9
10 10 10 10 7 8 10 7 8 9
10 10 10 10 7 10 7 7 7 9
10 10 10 10 7 10 10 7 8 10
10 10 10 10 10 4 7 4 5 9
10 10 10 10 10 4 10 4 5 9
10 10 10 10 10 6 7 6 7 9
10 10 10 10 10 6 10 6 7 9
10 10 10 10 10 8 7 7 8 9
10 10 10 10 10 8 10 8 9 10
10 10 10 10 10 10 7 7 8 10
10 10 10 10 10 10 10 10 10 10
10 10 10 10 7 4 7 4 5 8
10 10 10 10 7 4 10 4 5 9
10 10 10 10 7 6 7 6 7 9
10 10 10 10 7 6 10 6 7 9
10 10 10 10 7 8 7 7 7 9
10 10 10 10 7 8 10 7 8 9
10 10 10 10 7 10 7 7 7 9
10 10 10 10 7 10 10 7 8 10
10 10 10 10 10 4 7 4 5 9
10 10 10 10 10 4 10 4 5 9
10 10 10 10 10 6 7 6 7 9
10 10 10 10 10 6 10 6 7 9
10 10 10 10 10 8 7 7 8 9
10 10 10 10 10 8 10 8 9 10
10 10 10 10 10 10 7 7 8 10
10 10 10 10 10 10 10 10 10 10
10 10 10 10 7 4 7 4 5 8
10 10 10 10 7 4 10 4 5 9
10 10 10 10 7 6 7 6 7 9
10 10 10 10 7 6 10 6 7 9
10 10 10 10 7 8 7 7 7 9
10 10 10 10 7 8 10 7 8 9
10 10 10 10 7 10 7 7 7 9
10 10 10 10 7 10 10 7 8 10
10 10 10 10 10 4 7 4 5 9
10 10 10 10 10 4 10 4 5 9
10 10 10 10 10 6 7 6 7 9
10 10 10 10 10 6 10 6 7 9
10 10 10 10 10 8 7 7 8 9
10 10 10 10 10 8 10 8 9 10
10 10 10 10 10 10 7 7 8 10
10 10 10 10 10 10 10 10 10 10
10 10 10 10 7 4 7 4 5 8
10 10 10 10 7 4 10 4 5 9
10 10 10 10 7 6 7 6 7 9
10 10 10 10 7 6 10 6 7 9
10 10 10 10 7 8 7 7 7 9
10 10 10 10 7 8 10 7 8 9
10 10 10 10 7 10 7 7 7 9
10 10 10 10 7 10 10 7 8 10
10 10 10 10 10 4 7 4 5 9
10 10 10 10 10 4 10 4 5 9
10 10 10 10 10 6 7 6 7 9
10 10 10 10 10 6 10 6 7 9
10 10 10 10 10 8 7 7 8 9
10 10 10 10 10 8 10 8 9 10
10 10 10 10 10 10 7 7 8 10
10 10 10 10 10 10 10 10 10 10
10 10 10 10 7 4 7 4 5 8
10 10 10 10 7 4 10 4 5 9
10 10 10 10 7 6 7 6 7 9
10 10 10 10 7 6 10 6 7 9
10 10 10 10 7 8 7 7 7 9
10 10 10 10 7 8 10 7 8 9
10 10 10 10 7 10 7 7 7 9
10 10 10 10 7 10 10 7 8 10
10 10 10 10 10 4 7 4 5 9
10 10 10 10 10 4 10 4 5 9
10 10 10 10 10 6 7 6 7 9
10 10 10 10 10 6 10 6 7 9
10 10 10 10 10 8 7 7 8 9
10 10 10 10 10 8 10 8 9 10
10 10 10 10 10 10 7 7 8 10
10 10 10 10 10 10 10 10

Water Exported - Error Adjustment blue = different answers associated with same grade level n/a If no water exported.
criteria id weea.1 weea.2 weea.3 weea.4
Criteria Theme >> Agreement in place Meter accuracy testing or electronic calibration requirements Tie between meter maintenance practices and EA input derivation Data trail accessibility Criteria Question >> Is an agreement in place between Exporting and Importing Utility? Are meter accuracy testing or electronic calibration requirements stipulated in the water purchase agreement? Are flow accuracy test and/or electronic calibration results used to inform the error adjustment input in the water audit? Who has access to the export meter readings including current and archived data? 1 1
2 2
3 No No 3
4 No 4
5 No, but meter accuracy testing and/or electronic calibration is conducted upon request of the importing utility 5 6 Yes, and stipulated as less frequent than annual 6
7 Yes, but not written Exporting Utility only 7
8 8
9 Yes, and stipulated frequency as annual 9
10 Yes, written Yes, and stipulated as more frequent than annual Yes, results are analyzed and incorporated Exporting and Importing Utility 10 10 Yes, results are analyzed and a 'no-adjustment' was determined 10 dropdowns No No No Exporting Utility only
Yes, but not written No, but meter accuracy testing and/or electronic calibration is conducted upon request of the importing utility Yes, results are analyzed and incorporated Exporting and Importing Utility Yes, written Yes, and stipulated as less frequent than annual Yes, results are analyzed and a 'no-adjustment' was determined Yes, and stipulated frequency as annual
Yes, and stipulated as more frequent than annual
criteria questions - - COPY FROM ROW 5
Is an agreement in place between Exporting and Importing Utility? Are meter accuracy testing or electronic calibration requirements stipulated in the water purchase agreement? Are flow accuracy test and/or electronic calibration results used to inform the error adjustment input in the water audit? Who has access to the import meter readings including current and archived data?

Billed Metered Authorized Consumption
No n/a Were any customers metered in the audit year?
Yes criteria id bmac.1 bmac.2 bmac.3 bmac.4 bmac.5 bmac.6 bmac.7 Criteria Theme >> Read Success Rate Read Frequency Pro-Rating Internal Review Third-Party Review Criteria Question >> For billed metered accounts, what % of bills are estimated in a typical billing cycle? How often does the utility read its customer meters? For systems with multiple read frequencies, select the reading frequency that describes the majority of your customers. Is the BMAC volume pro-rated to represent consumption occuring exactly during the audit period? How frequently does internal review by utility staff of the BMAC volumes occur? What level of detail is examined in the internal review of BMAC volumes? When was the most recent billing data review by someone who is independent of the utility billing process? What level of detail was examined in the review by someone who is independent of the utility billing process? 1 >50% No review No review 1
2 2
3 >20% up to 50% 3
4 4
5 >10% up to 20% Less frequently than annually Not sure 5 6 Less frequenty than quarterly 6
7 >5% up to 10% Quarterly Sum total only 7
8 Bi-Monthly No Annually More than 5 years ago, or not sure 8 9 Monthly More frequently than annually but less than every billing cycle Totals grouped by use type or customer class Between 3 and 5 years ago Third party review includes a check on a sample of accounts 9 10 5% or less More frequently than monthly Yes Every billing cycle Totals grouped by use type or customer class and specific accounts flagged for anomalous consumption Within last 3 years Full billing database query and analysis of raw data to verify the summary consumption volumes 10 Dropdowns >50% Less frequenty than quarterly No No review No review More than 5 years ago, or not sure Not sure >20% up to 50% Quarterly Yes Less frequently than annually Sum total only Between 3 and 5 years ago Third party review includes a check on a sample of accounts >10% up to 20% Bi-Monthly Annually Totals grouped by use type or customer class Within last 3 years Full billing database query and analysis of raw data to verify the summary consumption volumes >5% up to 10% Monthly More frequently than annually but less than every billing cycle Totals grouped by use type or customer class and specific accounts flagged for anomalous consumption 5% or less More frequently than monthly Every billing cycle criteria questions - - COPY FROM ROW 5
Were any customers metered in the audit year?
For billed metered accounts, what % of bills are estimated in a typical billing cycle? How often does the utility read its customer meters?
For systems with multiple read frequencies, select the reading frequency that describes the majority of your customers.

Is the BMAC volume pro-rated to represent consumption occuring exactly during the audit period? How frequently does internal review by utility staff of the BMAC volumes occur? What level of detail is examined in the internal review of BMAC volumes? When was the most recent billing data review by someone who is independent of the utility billing process? What level of detail was examined in the review by someone who is independent of the utility billing process?

Billed Unmetered Authorized Consumption
n/a Was there any billed consumption on unmetered accounts in the audit year? criteria id buac.1 buac.2 buac.3
Criteria Theme >> % Billings Unmetered Derivation Billing Frequency Criteria Question >> What portion of billed accounts are unmetered (% by number of accounts)? Methodology to quantify consumption for unmetered accounts? How frequently is unmetered customer consumption estimated? 1 Guesstimated 1
2 Estimated based on assumptions of consumption by customer characteristics (i.e. customer type or meter size) Annually 2 3 3
4 Semi-Annually 4
5 >50% Extrapolated from similar customer groups in the utility's metered population, but limited is sample sizes 5 6 >20% up to 50% Quarterly 6
7 7
8 >10% up to 20% Bi-monthly 8
9 >5% up to 10% 9
10 5% or less Estimated for each unmetered customer OR derived from representative statistical samples of the system Monthly 10 Dropdowns >50% Guesstimated Annually
>20% up to 50% Estimated based on assumptions of consumption by customer characteristics (i.e. customer type or meter size) Semi-Annually >10% up to 20% Extrapolated from similar customer groups in the utility's metered population, but limited is sample sizes Quarterly >5% up to 10% Estimated for each unmetered customer OR derived from representative statistical samples of the system Bi-monthly 5% or less Monthly
criteria questions - - COPY FROM ROW 5
Was there any billed consumption on unmetered accounts in the audit year? What portion of billed accounts are unmetered (% by number of accounts)? Methodology to quantify consumption for unmetered accounts? How frequently is unmetered customer consumption estimated?

Unbilled Metered Authorized Consumption
n/a Did the water utility have any unbilled-metered consumption in the audit year? criteria id umac.1 umac.2 umac.3 umac.4
Criteria Theme >> Unbilled Metered Account Policy Count of Unbilled Meters Read Frequency Review Frequency Criteria Question>> Does the water utility policy articulate which accounts are exempt from billing? How many unbilled metered accounts exist? How often is each unbilled customer meter read? For systems with multiple read frequencies, select the reading frequency that describes the majority of your customers. How often are unbilled metered volumes reviewed for error? 1 1
2 No Unknown No review conducted 2
3 3
4 Policy broadly addresses and there exists a collective understanding 4 5 Less than annually Less than annually 5
6 Estimated total available 6
7 Annually Annually 7
8 Quarterly More than annually, but less than every billing cycle 8 9 Bi-Monthly 9
10 Policy includes specific exemptions Monitored, count available Monthly or more frequently Each billing cycle 10 Dropdowns No Unknown Less than annually No review conducted Policy broadly addresses and there exists a collective understanding Estimated total available Annually Less than annually Policy includes specific exemptions Monitored, count available Quarterly Annually Bi-Monthly More than annually, but less than every billing cycle Monthly or more frequently Each billing cycle
criteria questions - - COPY FROM ROW 5
Did the water utility have any unbilled-metered consumption in the audit year? Does the water utility policy articulate which accounts are exempt from billing? How many unbilled metered accounts exist?
How often is each unbilled customer meter read?
For systems with multiple read frequencies, select the reading frequency that describes the majority of your customers.

How often are unbilled metered volumes reviewed for error?

San Clemente City CouncilSeptember 1, 2026

San Clemente City Council
September 1, 2026