Instructions To Complete The PWCSA Information Sheet
Instructions toComplete thePWCSA InformationSheet in ExcelFormat
1.0 General SetupGeneral:The engineer is required to completely fill out the PWCSA Information Sheets and submit withthe plan, but is not required to use the Excel format. The engineer has the option to complete thePWCSA Information Sheet in either CAD or Excel format. The Excel format is provided for theconvenience of the user.Excel Format & Page Layout:Set the page layout to landscape.Set the paper size to 24”x36” (Arch D)Select a printer with a 24”x36” print out (Arch D).Open Format:Formulas and cells are purposely left unprotected. It may be necessary to overwrite theinformation in a cell. The cells are left unprotected as the engineer must certify theinformation. Hidden sheets that contain data, curves, and tables are locked and are not openfor edit. Some cells default to #N/A because they are triggered by input from another field.Sheet 1:PWCSA Information Sheet 1 contains drop down lists, auto-selections based on the userinput, and preprogramed calculations. The input cells contain tips to aid data entry. Movingcells or clearing formulas in the cell could break links needed for calculation.Sheet 2:PWCSA Information Sheet 2 contains a table for sanitary sewer design and a table for alateral schedule. If laterals are fully profiled, completion of the lateral schedule is notrequired. Sheet 2 is not programmed for any calculations. The engineer is responsible topopulate the tables with the needed information. The Service Authority will accept tables ina different format or arrangement provided all the requested information (e.g. columns) areprovided.Bugs or Errors:Report “bugs” or errors to Ed Kovalchuk at ekovalchuk@pwcsa.org.2
2.0 General Plan InformationGENERAL PLAN INFORMATIONProject Plan Name:Prince William County Plan Number:Engineering Firm:Project Location:Purpose:Information from these fields is directly imported into forms submitted to the Virginia Depart ofHealth Office of Drinking Water (VDH) and is part of the requirements to approve the projectunder the Service Authority’s Local Review Authority.Input Type:These fields require manual input.Field Information:FIELD:Project Plan Name:INFORMATIONEnter the name of the plans.Prince WilliamCounty Plan Number:Enter the plan number assigned by the County The plans.or Town. Report N/A if a plan number is notassigned.Engineering Firm:Enter the name of the engineer, surveyor, orarchitect company producing the plans.Project Location:Provide a descriptive location of the site using The plans.the north, south, west, east, north-west, northeast, south-west, or south-east orientationrelative to the nearest road intersection. Donot use GPINs or address references as theseproperty identifiers change or get reassigned.3INFORMATION SOURCEThe plans.The plans.
3.0 Service Area InformationSERVICE AREA INFORMATIONPressure Zone:High Hydraulic Grade Line (ft):Low Hydraulic Grade Line (ft):Sewer Shed:Local Facility Charge:Master Plan Utility Adjustment Applicable:Purpose:Pressure zone information is used to complete forms submitted to Virginia Depart of HealthOffice of Drinking Water (VDH) to approve the project under the Service Authority’s LocalReview Authority. Sewer Shed information is used to associate the project within a ServiceAuthority designated sewer shed. Local Facility Charge designates that a project is subject toadditional fees for water or sanitary sewer service. Master Plan Utility Adjustment designatesthe Service Authority has requested betterments beyond the requirements of the Utility StandardsManual.Input Type:Information is selected from predefined lists. Some fields are pre-populated based on theselection of the pressure zone.Field Information:FIELD:Pressure Zone:INFORMATIONSelect the pressure zone the project resides in.INFORMATION SOURCEPressure zone mapsHigh Hydraulic GradeLine:Information is automatically populated by thePressure Zone section and is used to makecalculations in other parts of the sheet.Preprogrammed in thespreadsheet.Low Hydraulic GradeLine:Information is automatically populated by thePressure Zone section and is used to makecalculations in other parts of the sheet.Preprogrammed in thespreadsheet.Sewer Shed:Select the sewer shed the project resides in.Sewer shed maps.Local Facility Charge:Select the Local Facility Charge area theproject resides in.Local Facility Charge map.Master Plan UtilityAdjustment:Select if applicable.PWCSA Policy § 41555.4
4.0 Project MetricsPROJECT METRICSWATER MAINSize:8-inch12-inch16-inch18-inchTotal LengthLength:GRAVITY SANITARY SEWER MAINSize:Length: Material:8-inch0Material:00010-inch12-inch16-inch0 FeetTotal Length0000 FeetLOW PRESSURE FORCE MAINSize:Length: Material:1.5-inch02-inch02.5-inch03-inch0PUMP STATION FORCE MAINSize:Length: Material:4-inch06-inch08-inch012-inch0Total LengthTotal Length0 Feet0 FeetTotal Number of 4-inch or 6-inch proposed valves:Total Number of 8-inch or 12-inch proposed valves:Total Number of 16-inch or 24-inch proposed valves:0 Each0 Each0 EachTotal Number of Proposed Manholes:Total Number of Proposed Fire Hydrants:Total Number of Proposed Residential Meter Crocks to be Installed:Total Number of5/8"x 3/4"Residential Meters to be Certified:0000EachEachEachEachPurpose:Quantities of the different water main sizes and materials are directly imported into formssubmitted to Virginia Depart of Health Office of Drinking Water (VDH) and are part of therequirements to approve the project under the Service Authority’s Local Review Authority.Water main quantities are also used to assess various types of fees with rates specific to a watermain at the time of plan permitting.Sewer main, low pressure force main, and pump station force main quantities are used to assessvarious types of fees with rates specific to the type of asset at the time of plan permitting. Forcemain quantities are not assessed TV Inspection fees. Quantities are matched with the Unit PriceSheet as a bondable item.5
4.0 Project Metrics – ContinuedThe valve count is for inspection purposes and are matched with the Unit Price Sheet as abondable item. Manholes and fire hydrants are matched with the Unit Price Sheet as a bondableitem.The number of water meter crocks to be installed is matched with the Unit Price Sheet as abondable item. The number of meter crocks also helps identify if crocks are being installed forfuture use or if existing crocks are utilized from another project. The number of proposedmetered accounts is reported to determine the number of new accounts that will be created withthe plan.Input Type:Pipe lengths and unit quantities are manually inputted. The pipe sizes and material are selectedfrom predefined lists.Field Information:FIELD:Size:INFORMATIONThe pipe sizes are selectable from a list basedon the different pipe sizes specified in theplans.INFORMATION SOURCEThe plans.Length:The proposed pipe lengths are reported for the The plans.different sizes specified in the plans. Waterservice line to meters and hydrant leads lessthan 50 feet are not reported.Material:The pipe materials are selectable from a listbased on the different pipe materials specifiedin the plans.The plans.Total Length:Pipe totals are automatically summed andused to populate Pipe Quantity Summary.The plans.Number of ProposedValves:Quantities of the different valve sizesspecified in the plans are manually inputted.The plans.Number of Manholes:The number of proposed manholes specifiedin the plans is manually inputted.The plans.Number of Hydrants:The number of proposed hydrants specified inthe plans is manually inputted.The plans.Meter Crocks to beInstalled:The number of proposed meter crocksspecified in the plans is manually inputted.The plans.Meters to be Certified:The number of residential metered accounts6specified in the plans ismanually inputted.This field is not used for multifamily or nonresidential accounts.The plans.
5.0 Pipe Totals for Fee CalculationsPIPE TOTALS FOR FEE CALCULATIONSPipe QuantitySummaryTotal ProjectQuantities ProposedBy This PlanWATER MAIN INSPECTIONWATER MAIN AS-BUILT00SANITARY SEWER / FORCE MAIN INSP.SANITARY SEWER/FORCE MAIN AS-BUILT00TV SANITARY SEWER MAIN INPECTION0Quantities PreviouslyApproved & Permittedby Plan #Net IncreaseMinimum water main inspection fee applies for water quantities less than 100 feet:NoMinimum sanitary sewer / force main inspection fee applies for quantities less than 100 linear feet:NoMinimum as-built fee applies when total as-built cost are less than 1000.00:NoNotes:Purpose:Quantities of different asset types are automatically totaled from Project Metrics and are used byPWCSA Utility Services to assess various types of fees (e.g. plan review, inspection, TVinspection, and as-built) at the time of plan permitting. Minimum fees apply when ServiceAuthority services must be rendered and quantities total less than 100 feet.When design changes are submitted as a plan revision, total quantities represented by the planrevision are compared to quantities in the last permitted plan. Net increases are subject toadditional inspection, TV inspection, and as-built fees.7
5.0 Pipe Totals for Fee Calculations - ContinuedField Information:FIELD:Total ProjectQuantities:INFORMATIONPipe totals are automatically summed fromProject Metrics.INFORMATION SOURCEPreprogrammed in thespreadsheet.Quantities Previously Pipe quantities are manually inputted fromApproved & Permitted previously approved and permitted plans.by Plan:Previously approved andpermitted plans.Net Increase:The difference in pipe quantities are manuallycalculated and inputted. Do not reportnegative numbers.User calculated.Minimum water maininspection fee appliesfor water quantitiesless than 100 feet:Select yes or no. A minimum inspection feeis applicable when inspection service must berendered for work on water features (e.g. wettap, service tap, etc.) that impact Serviceassets or the quantities are less than 100 feet.User selected.Minimum sanitarysewer / force maininspection fee appliesfor quantities less than100 linear feet:Select yes or no. A minimum inspection fee isapplicable when inspection service must berendered for work on sanitary sewer features(e.g. lateral connection, etc.) that impactService assets or the quantities are less than100 feet.User selected.Minimum as-built feeapplies when total asbuilt cost are less than 1000.00:Select yes or no. Minimum as-built fees willapply when quantities of combined water andsanitary sewer assets total less than 1000.Minimum as-built fees do not apply for a planrevision if the original plan has not alreadybeen as-built by the Service Authority andthere is no net increase in quantities.User selected.Notes:Miscellaneous information is provided whenclarification is needed.User supplied.8
6.0 Thrust Restraint Assumptions for CalculationsTHRUST RESTRAINT ASSUMPTIONS FOR CALCULATIONSThe profile shall call out the station restraint is to start and the station restraint is end for each fitting,reducer, and dead end.Pipe Material:Soil Type:Safety Factor:(1.5 to 1 is typical)Trench Type:(Type 4 is typical for the Service Authority backfill requirements)Test Pressure:(100 psi plus them max static pressure, but no less than 200 psi)psiPurpose:This table is used to disclose assumptions used to calculate pipe restraint specified in the watermain profiles. The Service Authority uses this information to check specified restraint in theprofiles using EBAA Iron’s online Restraint Length Calculator.Field Information:FIELD:Pipe Material:INFORMATIONThe pipe materials are selectable from a listbased on the different pipe materials specifiedin the plans.INFORMATION SOURCEThe plans.Soil Type:The soil types are selectable from a list basedon the USGS standards.Geotechnical Report.Safety Factor:The safety factor is selectable from a list.More conservative safety factors can beselected but a minimum of 1.5 to 1 isrequired.Design Engineer selects.Trench Type:Trench type is selectable from a list. Moreconservative trench type selection arepermitted.Service Authority’s UtilityStandards Manual.Test Pressure:Test pressure is selectable from a list. Ifnecessary the test pressure field can bemanually overwritten.Service Authority’s UtilityStandards Manual andhydraulic model.9
7.0 Designation of the Responsible Party & As-built Release of PlansDESIGNATION OF THE RESPONSIBLE PARTY & AS-BUILT RELEASE OF PLANSThe undersigned Engineer and /or firm, on behalf of itself and its successors, does hereby assume fullliability and responsibility for the accuracy of the calculations, selections made, or information presentedin this information sheet and agrees to hold harmless the Service Authority from any claim.The undersigned Engineer and/or firm agrees that the Prince William County Service Authority shall havethe right to use these plans and electronic files for the preparation of as-built records, as necessary. TheEngineer and/or firm further agrees that the right to use the plans and electronic files shall be providedwithout cost to the Service Authority.Signature:(Type or Print)Purpose:The engineer is responsible to certify all information in the PWCSA information sheet. Inaddition, a release of the plans is required to prepare as-built records of the utilities.10
8.0 Hydraulic SummaryHYDRAULIC SUMMARYMaximum static water pressure in the proposed water system:Minimum static water pressure in the proposed water system:psipsiInformation above is provided from the hydraulic model with applied maximum day water demands.Purpose:Information in these fields is directly imported into forms submitted to Virginia Depart of HealthOffice of Drinking Water (VDH) and is part of the requirements to approve the project under theService Authority’s Local Review Authority. It is also used to check for compliance to ServiceAuthority design requirements.Field Information:FIELD:Maximum StaticWater Pressure:INFORMATIONManual input required. Mark N/A if a watersystem is not proposedINFORMATION SOURCEHydraulic model.Minimum StaticWater Pressure:Manual input required. Mark N/A if a watersystem is not proposed.Hydraulic model.11
9.0 Fire Flow SummaryFIRE FLOW SUMMARYAvailable Fire Flow:Lowest Residual Pressure during a fire flow scenario:gpmpsiInformation above is provided from the hydraulic model with applied maximum day and fire flow water demands.Are residential sprinkler systems proposed?Purpose:Information in these fields is directly imported into forms submitted to Virginia Depart of HealthOffice of Drinking Water (VDH) and is part of the requirements to approve the project under theService Authority’s Local Review Authority. It is also used to check for compliance to fire flowrequirements and Service Authority pressure requirements. Residential fire sprinkler systemsmust be disclosed to the Service Authority as larger meters and services lines may be required.Field Information:FIELD:Available Fire Flow:INFORMATIONManual input required. Mark N/A if fire flowis not a requirement of the project.INFORMATION SOURCEHydraulic model.Lowest ResidentialPressure During a FireFlow Scenario:Manual input required. Mark N/A if fire flowis not a requirement of the projectHydraulic model.Are residentialsprinkler systemsproposed:Select yes or no.Proffers or developer’shousing product.12
10.0Delivery Pressure SummaryDELIVERY PRESSURE SUMMARYHigh Hydraulic Grade LineLowest Finished Floor Elevation proposed within the development?Estimated highest static pressure at the finished floor elevationfeetfeetpsiLow Hydraulic Grade LineHighest Finished Floor Elevation proposed within the development?Estimated lowest static pressure at the finished floor elevationfeetfeetpsiPurpose:Engineers are to set the finished floor elevations relative to the high and low hydraulic grade lineof the pressure zone to comply with the applicable codes. Where the finished floor elevations atthe building entrance cannot be set to meet the applicable code, the engineer shall specify theneeded mitigation. If the mitigation of a private water booster pump and or pressure reducingdevice is not desired, the engineer and developer will need to discuss designing and providing awater booster station or pressure reducing vault(s) with the water system design.Field Information:FIELD:High Hydraulic GradeLine:INFORMATIONAutomatically populated by selection of thepressure zone.INFORMATION SOURCEPreprogrammed in thespreadsheet.Lowest FinishedFloor:Manual input required. Leave blank if abuilding or lot is not proposed with the plans.The plans.Estimated High StaticPressure:This is a self-calculating field. No manualinput is required.Preprogrammed in thespreadsheet.Low Hydraulic GradeLine:Automatically populated by selection of thepressure zone.Preprogrammed in thespreadsheet.Highest FinishedFloor:Manual input required. Leave blank if abuilding or lot is not proposed with the plans.The plans.Estimated Low StaticPressure:This is a self-calculating field. No manualinput is required.Preprogrammed in thespreadsheet.13
10.0 Delivery Pressure Summary - ContinuedThe hydraulic design and all finished floor elevations comply with the applicable plumbing code for pressurewithout a water booster pump or pressure reducing device.The use of private water booster pumps and/or pressure reducing devices are required for the followinglots to comply with applicable plumbing code for pressure.Lot# orBuilding IDElev. @FinishedFloorHighLowEstimatedHydraulic Hydraulic High Pres.Grade Line Grade Line(psi)(ft)(ft)298298278278EstimatedLow Pres.(psi)PrivateWaterBooster P.NeededPres. Red.DeviceNeeded‐‐‐‐Purpose:The engineer is to specify which lots require water booster pumps or pressure reducing devicesto meet design requirements for delivery pressure. This table may be extracted and expanded ina separate sheet if necessary.Field Information:FIELD:Booster pumps andpressure reducingdevices are notneeded:Booster pumps andpressure reducingdevices are needed:INFORMATIONCheck box is marked if the statement is true.INFORMATION SOURCEInternational ResidentialCodeCheck box is marked if the statement is true.International ResidentialCodeThe following is to be reported if booster pumps and pressure reducing valves are needed.Lot or Building ID:Manual input is requiredThe plans.Floor elevation:Manual input is required.The plans.High hydraulic gradeAutomatically populated by selection of thePreprogrammed in theline:pressure zone.spreadsheet.Low hydraulic gradeAutomatically populated by selection of thePreprogrammed in theline:pressure zone.spreadsheet.Estimated highThis is a self-calculating field. No manualPreprogrammed in thepressure:input is required.spreadsheet.Estimated lowThis is a self-calculating field. No manualPreprogrammed in thepressure:input is required.spreadsheet.Booster pump needed: This is a self-calculating field. No manualPreprogrammed in theinput is required.spreadsheet.Pressure reducingThis is a self-calculatingfield.NomanualPreprogrammed in the14device needed:input is required.spreadsheet.
11.0 AWWA Water Demand Estimate and Meter Sizing Using Fixture ValuesAWWA WATER DEMAND ESTIMATE AND METER SIZING USING FIXTURE VALUES(Based on AWWA M22 Manual, Second Edition)Building Identifier:Multi-Family Residential or Non-ResidentialLow Demand (e.g. Multi-Family Residential)Maximum static water pressure at the meter location:100(Obtained from hydraulic study at the meter location)Purpose:The form has been built using AWWA Manual 22 standards to automatically calculate the metersize from a list of inputted fixtures. A fixture list and meter sizing calculations are required formulti-dwelling and non-residential uses. A separate fixture list shall be provided in the plan setfor each proposed meter. It may be necessary for the engineer to copy the information in adifferent plan sheet.15psi
12.0AWWA Water Demand Estimate and Meter Sizing Using Fixture Values – ContinuedField Information:FIELD:Building Identifier:Multi-DwellingResidential or NonResidential:Maximum Static WaterPressure:Number of Fixtures:Combined FixtureValue:Demand (gpm) FromAWWA Curve:Pressure AdjustmentFactor:Adjusted Demand:Irrigation Demands:INFORMATIONThis requires manual input and is necessaryto match to the fixture list to a specifiedmeter in the plans and meter schedule.The designation is used to match to one oftwo AWWA demand curves that determinesthe estimate peak water demand for a givenfixture value.The maximum static pressure at the meterlocation is selected from a list for thepurpose to determine the needed pressureadjustment factor.Manual input is required. The user mustreport or estimate the fixtures that will beinstalled in the building to estimate the waterdemand in order to specify the needed metersize. This action cannot be deferred. Thisinformation can be updated and resubmittedto the Service Authority as a field revisionprior to meter certification. No reductionsare permitted after an account is certified.This field automatically sums the calculatedfixture values.The spreadsheet selects the water demandfrom the appropriate AWWA demand curveusing the combined fixture value.This factor is automatically selected based onthe selected maximum static water pressure.This field automatically multiplies theestimated demand by the pressure factor.The factor adjusts the demand, calculated foran operating pressure of 60 psi, to themaximum operating pressure that will beapplied at the meter location.Manual input is required for irrigationdemands that must be factored into the metersizing.Water Demand forEquipment:Manual input is required for equipmenthaving water demands that must be factoredinto the meter sizing.Total Estimated PeakFlow:Required AWWAMeter Size:This field automatically sums the applicablewater demands and is used to size the meter.This field automatically selects the metersize based on required16total calculated peakflow.INFORMATION SOURCEThe plans.Zoning and the plans.Hydraulic model.Architect plans and/or plumbingplans. In absence of these plansthe owner’s estimate willsuffice.Preprogrammed in thespreadsheet.Preprogrammed in thespreadsheet.Preprogrammed in thespreadsheet.Preprogrammed in thespreadsheet.Design Engineer inputs waterdemand from irrigation that willoccur simultaneously withnormal water use.Design Engineer inputs waterdemand from equipment thatwill occur simultaneously withnormal water use.Preprogrammed in thespreadsheet.Preprogrammed in thespreadsheet.
13.0 Multi-Dwelling Meter SchedulePurpose:The Multi-Dwelling Meter Schedule is used by PWCSA Utility Services to quote and invoiceavailability fees for the different meter accounts. Meters are sized for the estimated peak waterdemand calculated using AWWA M22 standards. Availability fees are assessed based thenumber of dwelling units.Field ss:Meter Use:Account Type:Number ofDwelling Units:Peak Demand:ERU:Meter Size:Meter Type:Non-BindingEstimatedAvailability Fee:INFORMATIONThis field requires manual input and is necessary to match ameter for a specific building shown in the plans to the meterschedule.This field requires manual input and is to be provided ifknown. If a new address is being recreated and isunknown, data entry may be deferred.This field requires manual input and typically matches thebuilding use or another dedicated purpose (e.g. irrigation).Information is used to verify that the correct account type isselected.A selection is made from a list. The account type is used todetermine the applicable number of ERUs and to calculatean estimated availability fee.This field requires manual input and is used to determinethe required number of ERUs to be purchased.This field requires manual input. The peak demand for thespecific meter is calculated from a fixture list and AWWAM22 standards.The spreadsheet automatically calculates the number ofEquivalent Residential Units (ERU) based for a water &sewer account and the number of dwelling units. ERUs areautomatically selected by the spreadsheet for water onlyaccounts and the meter size. ERUs for sub-meter accountsare not applicable as capacity is not purchased with a submeter. If an ERU number generates, it must be manuallyset to zero. The estimated fee is based on the sub-metersize.The meter size is automatically selected based on the peakdemand.The meter type is automatically selected based on the metersize.A non-binding estimated availability fee is calculated by thespreadsheet based on the account type and number ofERUs. This does not generate a full and complete estimateand is meant to disclose an order of magnitude of the costfor the reported information.17INFORMATIONSOURCEThe plans.PWC Address listing.The plans.Design Engineerselects.The plans.AWWA M22 standard.Preprogrammed in thespreadsheet.Preprogrammed in thespreadsheet.Preprogrammed in thespreadsheet.Preprogrammed in thespreadsheet.
14.0 Non-Residential Meter SchedulePurpose:The Non-Residential Meter Schedule is used by PWCSA Utility Services to quote and invoiceavailability fees for the different meter accounts. Meters are sized for the estimated peak waterdemand calculated using AWWA M22 standards. Availability fees are assessed based on metersize for meters up to and including 1.5-inch. Availability fees for 2-inch meters and larger areassessed based on the max month use.Field ss:Meter Use:Account Type:Estimated MaxMonthConsumption:Peak Demand:ERU:Meter Size:Meter ONThis field requires manual input and is necessary to match ameter for a specific building shown in the plans to the meterschedule.This field requires manual input and is to be provided ifknown. If a new address is being recreated and is unknown,data entry may be deferred.This field requires manual input and typically matches thebuilding use or another dedicated purpose (e.g. irrigation).Information is used to verify that the correct account type isselected.A selection is made from a list. The account type is used tocalculate an estimated availability fee.This field requires manual input for 2-inch meters and larger.Information is used to determine the number of ERUs thatmust be purchased. The estimated consumption for 1.5-inchmeters and smaller does not have to be reported as the ERUallotment is set by the Service Authority’s Rates and Feeschedule.This field requires manual input. The peak demand for thespecific meter is calculated from a fixture list and AWWAM22 standards.The spreadsheet automatically calculates the number ofEquivalent Residential Units (ERU) based on the meter sizefor meters 1.5-inch or smaller. Manual entry is required for2-inch meters or larger. The inputted number of ERUs for 2inch meters or larger must match the estimated max monthconsumption. ERUs are to be rounded up, if necessary, to afull ERU count. Partial or fractions of an ERU will not beaccepted.The meter size is automatically selected based on the peakdemand.The meter type is automatically selected based on the metersize.A non-binding estimated availability fee is calculated by thespreadsheet based on the account18 type and number of ERUs.This does not generate a full and complete estimate and ismeant to disclose an order of magnitude of the cost for thereported information.INFORMATIONSOURCEThe plans.PWC Address listing.The plans.Design Engineerselects.Design Engineer and/orDeveloper.AWWA M22 standard.Preprogrammed in thespreadsheet for meters1.5-inch or smaller.The Design Engineermust make a manualentry when required.Preprogrammed in thespreadsheet.Preprogrammed in thespreadsheet.Preprogrammed in thespreadsheet.
15.0 Data Center Meter SchedulePurpose:The Data Center Meter Schedule is used by PWCSA Utility Services to quote and invoiceavailability fees for the different meter accounts. Information is the same as the Non-ResidentialMeter Schedule with the exceptional of an allowable sewer only account for coolingapplications.Field is field requires manual input and is necessary to match ameter for a specific building shown in the plans to the meterschedule.BuildingThis field requires manual input and is to be provided ifAddress:known. If a new address is being recreated and is unknown,data entry may be deferred.Meter Use:This field requires manual input and typically matches thebuilding use or another dedicated purpose (e.g. irrigation,cooling, etc.). Information is used to verify that the correctaccount type is selected.Account Type: A selection is made from a list. The account type is used tocalculate an estimated availability fee.Estimated Max This field requires manual input for 2-inch meters and largerand meters used for a sewer only account. Information is usedMonthConsumption: to determine the number of ERUs that must be purchased.Peak Demand: This field requires manual input. The peak demand for thespecific meter is calculated from a fixture list and AWWAM22 standards for domestic use.ERU:The spreadsheet automatically calculates the number ofEquivalent Residential Units (ERU) based on the meter sizefor meters 1.5-inch or smaller. Manual entry is required for 2inch meters or larger. Manual entry is also required for allmeters associated with a sewer only account type. Theinputted number of ERUs for 2-inch meters or larger mustmatch the estimated max month consumption.Meter Size:The meter size is automatically selected based on the accounttype and peak demand.Meter Type:The meter type is automatically selected based on the accounttype and meter size.A non-binding estimated availability fee is calculated by theNon-Bindingspreadsheet based on the account type and number of ERUs.EstimatedThis does not generate a full and complete estimate and isAvailabilitymeant to disclose an order of magnitude of the cost for theFee:reported information.19INFORMATIONSOURCEThe plans.PWC Address listin
PWCSA Information Sheet in either CAD or Excel format. The Excel format is provided for the convenience of the user. Excel Format & Page Layout: Set the page layout to landscape. Set the paper size to 24”x36” (Arch D) Select a printer with a 24”x36” print out (Arch D). Open Format
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