&EPA United States Environmental Protection Agency 2006 Community Water System Survey Volume II: Detailed Tables and Survey Methodology ------- Cover Photo: The Gaffney Board of Public Works Water Tower, Gaffney, South Carolina The Gaffney Board of Public Works Water Tower, or "Peachoid" as it is known, stands 135 feet tall and holds one million gallons of water. The tank was commissioned to be built in 1980. Contractors took five months to design and mold the steel. A seven-ton, 60-feet long leaf was applied to one side. Peter Freudenburg, an artist specializing in super-graphics and murals spent hours inspecting real peaches to use as a model to paint the tank. Fifty gallons of paint in twenty colors were required to complete the project. EPA wishes to thank the Board for participating in this survey, for allowing us to acknowledge this fact and for providing us with the cover photo. Photo by Kim Partner of the Gaffney Board of Public Works Office of Water (4606M) EPA815-R-09-002 May 2009 www. epa.gov/safewater ------- 2006 Community Water System Survey Volume II: Detailed Tables and Survey Methodology ------- ------- Contents Part 1: Detailed Survey Results 1 Interpreting the Survey Results 3 Notes on Interpreting the Detailed Tables 5 Detailed Tables 9 Part 2: Methodology Report 221 1. Introduction 223 1.1 Study Background 223 1.2 Survey Overview 223 2. Sample Design and Weighting 227 2.1 Sample Design and Selection 227 2.1.1 SDWIS Sampling Frame and Coverage 227 2.1.2 Sample Design and Selection 228 2.1.3 Stratum Migration 230 2.2 Weighting and Estimation 233 2.2.1 Derivation of Base Weight and Non-response Adjustment 233 2.2.2 Variance Estimation 235 3. Survey Design and Response 239 3.1 Questionnaire Design 239 3.2 Data Verification 239 3.3 The Pilot Test 240 3.4 Site Visit Operations 240 3.5 Self-administered Survey Administration 241 3.6 Data Entry 242 3.7 Survey Response 245 4. Quality Assurance and Peer Review 247 ------- 4.1 Draft Questionnaire Pre-testand Survey Pilot Test 247 4.1.1 Pre-test 247 4.1.2 Pilot Test 247 4.2 Sampling Quality Assurance 248 4.3 Data Collection Quality Assurance 248 4.4 Expert Review of Responses 250 4.5 Data Processing Quality Assurance 248 4.5.1 Data Entry 248 4.5.2 Automated Data Validation Checks 249 4.5.3 Database Quality Assurance 249 4.5.4 Tabulation Quality Assurance 250 4.6 Quality Assurance during Report Preparation 251 4.7 Peer Review 251 Appendix: Community Water System Survey Questionnaire 253 ------- List of Tables (Tables are by primary source of water and system service population, unless otherwise noted.) Table Table 1 Table 2 Table 3 Table 4 Table 5 Table 6 Table 7 Table 8 Table 9 Table 10 Table 11 Table 12 Table 13 Table 14 Table 15 Table 16 Table 17 Table 18 Table 19 Table 20 Table 21 Table 22 Table 23 Table 24 Table 25 Table 26 Table 27 Table 28 Table 29 Table 30 Table 31 Table 32 Table 33 Table 34 Table 35 Table 36 Table 37 Table 38 Table 39 Table 40 Table 41 Table 42 Table 43 Description Crosswalk from SDWIS to CWS Survey 2006 Sample Number and Percentages of Systems by Primary Water Source Number and Percentages of Systems by SDWIS Water Source Number of Systems by Type of Ownership Number of Systems by Ownership and Water Source Percentage of Systems with Access to Computers, Peripherals, and the Internet Average Daily Flow for Public Systems by Primary Water Source Average Daily Flow for Private Systems by Primary Water Source Average Daily Flow For All Systems by Primary Water Source Average Annual Flow for Public and Private Systems Annual Water Deliveries and Unaccounted for Water by Ownership Annual Deliveries per Customer Service Connection by Ownership Average Number of Entry Points to the Distribution System Number and Percentage of Systems Selling to Other Public Water Suppliers Water Systems Not Providing Any Treatment Ground Water Entry Points Not Receiving Treatment Treatment Plants per System Number of Wells Treated per Treatment Plant Treatment Plant Flow Characteristics Ratio of Design Capacity to Average and Peak Daily Production Treatment Objectives by Population Treatment Objectives by Daily Flow Treatment Schemes by Population Treatment Schemes by Daily Flow Treatment Practices for Surface Water Plants by Population Treatment Practices for Surface Water Plants by Daily Flow Treatment Practices for Ground Water Plants by Population Treatment Practices for Ground Water Plants by Daily Flow Disinfection Practices and Objectives by Population Disinfection Practices and Objectives by Daily Flow Surface Water Residual Management Processes by Treatment Scheme Ground Water Residual Management Processes by Treatment Scheme Mixed Water Residual Management Processes by and Treatment Scheme All Water Plants Residual Management Processes by Treatment Scheme Surface Water Residual Management Processes by Daily Flow and Treatment Scheme Ground Water Residual Management Processes by Daily Flow and Treatment Scheme Mixed Water Residual Management Processes by Daily Flow and Treatment Scheme All Water Plants Residual Management Processes by Daily Flow and Treatment Scheme Plants With Specific Discharge Options by Population and Treatment Scheme Plants With Specific Discharge Options by Daily Flow and Treatment Scheme Raw Water Concentration of Various Contaminants in Very Large Systems Finished Water Concentration of Various Contaminants in Very Large Systems Percentage of Systems Using Each Treatment Scheme 111 ------- Table Table 44 Table 45 Table 46 Table 47 Table 48 Table 49 Table 50 Table 51 Table 52 Table 53 Table 54 Table 55 Table 56 Table 57 Table 58 Table 59 Table 60 Table 61 Table 62 Table 63 Table 64 Table 65 Table 66 Table 67 Table 68 Table 69 Table 70 Table 71 Table 72 Table 73 Table 74 Table 75 Table 76 Table 77 Table 78 Table 79 Table 80 Table 81 Table 82 Table 83 Table 84 Table 85 Table 86 Table 87 Table 88 Table 89 Table 90 Description Treated-Water Storage Information Storage Capacity past the First Residential Customer by Type of Vessel Practices to Maintain Water Quality in Storage Vessels Systems that Want Additional Information about Practices Distribution System and Transmission Line Summary Average Size of Pipe in Distribution and Transmission Systems by Ownership Pressure Zones and Booster Disinfection Practices Number of Pressure Losses System Flushing Practices Seasonal Disinfection Residuals for Entry Points and Distribution Systems Water Security Awareness and Security Barriers by Ownership Water Security Awareness and Security Barriers by Adjusted Population Categories Service Connections Profile by Ownership Population Served by Ownership Total Water System Revenue and Revenue Per Thousand Gallons by Source Total Water System Revenue by Ownership Total Water System Revenue by Source, Excluding Zero Revenue Total Water System Revenue by Ownership, Excluding Zero Revenue Revenue if Reporting Positive Revenue and Expenses by Ownership Systems with Each Type of Revenue Source by Ownership Percentage Received From Each Type of Revenue Source by Ownership Average Revenue of Systems Serving 10,000 or fewer Percentage of Revenue from Each Customer Category by Ownership Total Revenue in Dollars per Thousand Gallons Delivered by Ownership Water Sales in Dollars per Thousand Gallons Delivered by Ownership Water Sales in Dollars per Thousand Gallons by Ownership and Customer Class Annual Residential Revenue per Connection by Ownership Residential Rate Structure and Billing Profile by Ownership Non-Residential Rate Structure and Billing Profile by Ownership Programs for Lower Cost Drinking Water for Low-income Households by Ownership Seasonal Populations by Ownership Total Expenses by Source Total Expenses in Dollars per 1000 Gallons Delivered by Source Total Expenses by Ownership Total Expenses in Dollars per 1000 Gallons Delivered by Ownership Expenses if Reporting Positive Revenue and Expenses by Ownership Expense Breakdown by Major Categories by Ownership Ratio of Total Revenue to Total Expenses by Ownership Ratio of Total Revenue to Total Expenses by Private Systems Average System Revenue and Expenses by Type of Revenue and Expense Number of Employees and Annual Labor Costs by Source Number of Employees and Annual Labor Costs by Ownership Percentage of Systems with Major Capital Investment in the Past 5 Years by Source Percentage of Systems with Major Capital Investment in the Past 5 Years by Ownership Amount of Major Capital Investment in the Past 5 Years by Source Amount of Major Capital Investment in the Past 5 Years by Ownership Percentage of Systems Making Major Capital Investments by Source and Type IV ------- Table Table 91 Table 92 Table 93 Table 94 Table 95 Table 96 Table 97 Table 98 Table 99 Table 100 Table 101 Table 102 Table 103 Table 104 Table 105 Table 106 Table 107 Description Percentage of Systems Making Major Capital Investments by Ownership and Type Average Amount of Major Capital Investment Allocated Years by Source and Type Average Amount of Major Capital Investment Allocated Years by Ownership and Type Allocation of Major Capital Investments of Average Systems by Source and Type Allocation of Major Capital Investments of Average Systems by Ownership and Type Allocation of Major Capital Investments Nationally by Source and Type Allocation of Major Capital Investments Nationally by Ownership and Type Percentage of Systems Making Major Capital Investments by Ownership and Purpose Amount of Major Capital Investment Allocated by Ownership and Purpose Allocation of Major Capital Investments of Average Systems by Ownership and Purpose Allocation of Major Capital Investments Nationally by Ownership and Purpose Percentage of Systems Acquiring Capital Funds from Each Source by Ownership Amount of Capital Funds Acquired from Each Source in the Past 5 Years Allocation of Sources of Funds for Major Capital Investments of the Average System Allocation of Sources of Funds for Major Capital Investments Nationally Average Interest Rates for Capital Funds Asset Management Plans ------- ------- Parti: Detailed Survey Results ------- ------- Interpreting the Survey Results This volume presents extensive and detailed tabulations of the wide variety of data collected by the 2006 Community Water System (CWS) Survey. The tables in this volume summarize the survey results at very fine levels, breaking out the data by eight different population size categories of water systems, and then further breaking out each size category by other system characteristics, such as type of ownership or primary water source. The report consists of 107 summary tables, many of which include confidence intervals for each estimate presented. In these tables, each confidence interval appears immediately below the calculation to which it applies. Please familiarize yourself with the interpretive notes when you review the tables themselves. The tabulations presented in this report are based on data collected from a sample of U.S. water systems rather than a census of every water system in the United States. A confidence interval is one way to gauge how precisely an estimate based on a sample of systems represents all water systems in the country. Any result presented in a table must be viewed as the center of a range that would encompass the precise number that would be found if every U.S. water system could have been included in the tabulation, and not only those who were sampled and responded to the survey. The confidence interval expresses this range as a" +" that is, as an amount to be added to and subtracted from the calculated data point actually presented in the table. The size of the confidence interval is designed to include the true value in the stated range 95 percent of the time; i.e., if we drew repeated samples and produced the confidence interval for each sample, the interval would include the true value 95 percent of the time. For example, Table 77 shows that the average annual expenses of publicly owned water systems serving more than 500,000 people are $187.6 million. The table also shows the confidence interval for this estimate to be +$41.2 million. Thus, based on the sample of water systems, we can be 95 percent certain that the average annual per capita expense of all publicly owned systems serving populations of over 500,000 is between $146.4 million and $228.8 million. These tables always express the confidence interval in the same units as the calculation to which it applies. Thus, in Table 9 the confidence interval numbers for average daily water flow represent the same units as the base calculation, namely, millions of gallons per day. In the same table, the confidence interval numbers for the percentage of water derived from different sources are themselves expressed as percentages. In all cases, the confidence interval may be directly added to and subtracted from the corresponding calculation to determine the expected range. These tables serve as a starting point for detailed analyses of the data. As shown in Volume I, and as will be apparent in many of the tables in this volume, water systems are a diverse group. While the mean or medians as measures of central tendency may be appropriate statistics in some cases, in others further detail will be required. As described in the notes below, outliers were dropped from some of the analyses to produce meaningful estimates of "typical" systems. Additional adjustments may be necessary to support other analyses. Some analyses may require the use of percentiles or other measures of the full distribution of the data. Other analyses may need to exclude the tails of the distribution to characterize typical systems. EPA will continue to analyze the data and present results to support its various regulatory and policy development and implementation analyses. Finally, several of the tables report results for water systems' treatment plants and facilities. For this report, a treatment plant or facility is any location where the water system takes steps to change the quality of the water. It includes standard facilities that are clearly recognized as treatment plants, such as conventional filtration plants. It also includes smaller facilities that may not be considered treatment plants in other contexts; for example, a chemical feed on a well that adds chlorine to the water is ------- considered a treatment facility in this report. There is one exception to the general rule that all points where the system makes changes to the water is a treatment facility. Systems that purchase water may boost disinfection or adjust pH within their distribution system; these sites are not counted as treatment facilities. ------- Detailed Survey Result Tables Notes on Interpreting the Detailed Tables 1. Weighted data. The survey results presented in the following tables are all based on weighted data. As described in Chapter 2 of the methodology report, each water system contained in the final survey database was assigned a sample weight. These weights are necessary because the data are from a statistically representative sample of water systems, rather than from a census of every water system in the U.S. In effect, each sampled system represents some number of similar systems from the entire population of U.S. water systems; the number of systems so represented is equal to the sample weight. When added up, the weights of all systems in the final sample will equal the total number of U.S. CWSs that meet the eligibility definition used for the survey (e.g., Federal and state-owned systems were not included). Thus, for the tables to represent all eligible U.S. water systems, it is necessary to incorporate each system's sample weight as an additional factor in each calculation involving a data item reported by that system. Another way of expressing this is to say that, when tabulating the data, each sampled system counts not just once as itself, but counts as many times as the numerical amount of its weight. See section 2.2 for a detailed discussion of the derivation of the sample weights. 2. Interpretation of Table Results. Each result presented in the tables is the weighted average of the particular data item, for the group of water systems characterized by the row and column headings labeling the table cell where the results appears. The survey data are tabulated so as to facilitate analysis of water systems. In general, this means that the report tabulates all summary results by calculating a given item for each system, factoring into that result the system's sampling weight, then presenting the mean of the weighted results for all the systems falling into the respective table categories (as defined by the table row and column headings). This has significant implications when the calculation of a specific item requires deriving the result from two or more survey variables, e.g., a ratio or a percentage breakdown of component amounts within a total amount. For example, in the case of a ratio, the reported result is the average (mean) of the ratios for each system, rather than the ratio of average values for each of the two variables across systems. This approach treats every system in the universe equally, implying that characteristics of the system are the primary unit of analysis. The alternate approach would treat the content of the component variables in each table as the unit of analysis. By way of example, consider two systems. One system produces 1,000,000 gallons per day, and 400,000 of those come from ground sources; hence, 40% of the system's water comes from ground sources. The other system produces 2,000,000 gallons per day and 1,600,000 of those come from ground sources; hence, 80% of the systems water comes from ground sources. The CWS Survey report would show a result that, on average, these two systems produce 60% of their water from ground sources: (40%+80%)/ 2. If the alternate approach where chosen, gallons would be the unit of analysis, and the calculation would show that 67% of the water in those systems comes from ground sources: (400,000+1,600,000)7(1,000,000+2,000,000). (To focus clearly on the point being illustrated, this example does not attempt to demonstrate the further effect that the system sample weights have on the actual calculations.) The report has adopted the former approach because this initial view of the data is intended primarily as an analysis of system-level characteristics. There are some exceptions to this approach. Table 17 presents data on both level of the system and a water treatment plant (many systems have more than one treatment plant, while some facilities have none). Tables 18-42 ------- present data on the level of a treatment plant. Tables 96, 97, 101, and 105 present data on the share of capital funds in the nation, rather than system averages. 3. Percentages summing to 100 percent. Some tables present absolute or percentage breakdowns of the whole into its components, e.g., breakdowns of total revenue into different customer categories, such as Table 66. Logically, in such breakdowns, the line item amounts should sum to the total amount, and line item percentages should sum to 100 percent. However, in some instances, the tabulated results may not sum exactly to the whole. To increase the precision of each individual result, each component line item was calculated separately using all the data available for the line item. Due to differential item non-response, some component variables may actually have more or fewer observations available than other components. While including all available data in the calculation of the component increases the precision of the tabulated result for the component, it can cause a small reduction in consistency across components, since slightly different systems may be represented in the different calculations. EPA and the CWS Survey analysts decided that the increased accuracy for each item outweighs the slight reduction in consistency. In a few tables, a series of percentages may validly sum to greater than 100%. This occurs when more than one item may apply to the same system. For example, treatment plants may have more than one treatment objective, so the percentage of plants with each objective will sum to more than 100 percent. This situation is always noted on the table. 4. Confidence Intervals. The size of the confidence interval is designed to include the true value in the stated range 95 percent of the time. Each confidence interval presented in Part 2 is based on the assumption that the average value reported in a given table cell is normally distributed. Calculations based on small numbers of systems may violate this assumption. In such cases the reported confidence intervals will not be correct. Most of these can be identified by noticing when the plus/minus confidence interval width is larger than, or almost as large as, the calculated average itself. To compute correct confidence intervals for such situations requires examination of the empirical distributions for each variable in the tabulation and is beyond the scope of this report. The reader should take note of results where the lower end of the confidence interval is below zero, because negative numbers are not meaningful in any of the tabulations presented in this report. Similarly, for calculations of percentages, high ends of ranges above 100% are not meaningful. While the reader should be on the lookout for these conditions when any number is near zero or any percentage is near 100%, they can occur at other times, particularly when the confidence interval is large. As stated in note 3, a series of percentages may validly sum to greater than 100% in some tables, when more than one item may apply to the same system. This situation is not related to the issue of confidence intervals extending an individual percentage beyond 100%. 5. Treatment of outliers. For several of the tables, one or two observations have values well above the mean or even the 90th percentile. These outliers would tend to distort the estimates presented in the table and would lead to a misrepresentation of the central tendency for the characteristics in question. In cases like this, the outliers are dropped from the analysis. A note is added at the bottom of the table when outliers are dropped. The note also will show how the exclusion of the outliers affects the estimate. ------- 6. Interpretation of blank cells and cells with calculated results of zero. Empty Cells: Throughout the tables, some individual cells or blocks of continuous cells have an asterisk, to denote the cell does not contain an estimate. Any empty cell or block of cells means that there were no observations with data for the cell(s) in question. Generally, this occurs for one of three reasons. There are no systems in the cell. The most common illustration of this occurs in all tables that break out the data by ownership type. When data are reported for ancillary systems, the cells for the systems serving more than 3,300 people are always blank for ancillary systems, since there are no ancillary systems in these size categories. The item does not apply to the group of systems belonging to that cell. For example, in Table 106, the cell for Drinking Water State Revolving Fund (DWSRF) loans for private systems serving 100 or fewer people is empty. This is because no private systems of this size made use of DWSRF loans. The item applies to the group of systems belonging to the cell, but no systems provided data for the item (sometimes referred to as "missing data" in terms of the analytical data file and as "item non-response" in terms of the data collection process that led to the final data file). For example, in Table 16, none of the ground water systems serving 3,301 to 10,000 customers provided data on their number of wells per entry point, so these cells are empty on the table. It is not always possible to distinguish between the last two reasons from the information available in the table. Sometimes the reason is apparent for the table itself. Often, however, further analysis of the database would be needed to determine which particular reason is the basis for a blank cell. Zero Results: In discussing Table 106 above, it was noted that certain cells are blank for customer categories of private systems. However, other tables have cells which specifically report a zero result and are zero instead of blank. This illustrates an important distinction when interpreting the tables. Blank cells and cells reporting a zero result are not the same, and should not be interpreted as such. A reported result of zero means that data were available to produce a calculation, and the calculation resulted in a zero. It should also be noted that occasionally a report of a zero result is a function of the level of precision chosen as appropriate for presenting the data in a given table. In a few instances, items appearing as zero results are actually very small numbers that round to zero within the precision limits of the respective table. 7. Observations. The term "observations" refers to the actual number of sampled water systems that provided data for a given tabulated item. Some tables present the number of observations on which the tabulated results are based. In these as in all the tables, the results are still based on the weighted data, not on the simple means of the un-weighted observations. The report of the number of observations can be used as a very approximate indication of the sampling precision of the tabulated result. Results based on a small number of observations may not be precise estimates of the universe of water systems represented by the sampling systems. They are included because they may be useful indicators of areas worth further investigation. ------- 8. Individual table notes. Additional specific notes and definitions appear on individual tables. The specific CWS Survey questionnaire item(s) on which each table is based are cited below the table. The citation refers to the corresponding question number(s) on the CWS Survey questionnaire, which can be found in this report as an Appendix to the Methodology Report. The citations are in the format "Q.#;" the question numbering is identical in both questionnaire versions. 9. Variables for row and column headings. In addition to the data sources for the specific tabulations, several data items are used repeatedly throughout the tables as the break-out variables for the table row and column headings. Their sources are not cited on the individual tables. These items and their data sources are Population served, from question 21. If data were not reported in the survey, the population data from the Safe Drinking Water Information System (SDWIS) are used. Water source, from question 6. Ownership, from question 3. Note: for the sake of brevity in the table headings, privately owned community water systems are labeled as "Private Systems" and publicly owned community water systems are labeled as "Public Systems." This use of the label "Public Systems" should not be confused with the CFR definitional term Public Water System, which is a broad class of water systems providing the public with piped drinking water for human consumption. A CWS means a public water system which serves at least 15 service connections used by year-round residents or regularly serves at least 25 year-round residents. (40 CFR 141.2) Treatment facility flow, from question 7. For population served and water source, data from SDWIS are used if the system did not provide the data in the survey. Approximately 20 percent of the sample was assigned population data from SDWIS because of missing or incomplete responses to the population served questions. An additional 4 percent were assigned source data from SDWIS. 10. Estimate of the number of systems in the nation. The report provides an estimate of the national number of community water systems, 49,133, excluding federally owned systems, tribal systems, and systems in the Trust Territories. This is a weighted estimate based on the sample and responses to the survey regarding water source and the number of people served. Table 1 of this Volume presents the count of systems by water source, system ownership, and population served. It also shows the change in these categories since the 2000 CWS Survey. (The estimate of the number of systems in 2000 is from Table 3 of Community Water System Survey 2000 Volume II: Detailed Tables and Survey Methodology.) 11. Use of the terms expenses and expenditures. Systems use the terms expenses or expenditures to refer to their spending. Private systems generally use the term "expenses" in accounting as a term for the spending done by a system. Public systems refer to spending as "expenditures"; they reserve the term "expense" for when a cost is incurred, and use the term "expenditure" for when the spending takes place. Tables 62, 75-82, 91, 94, and 95 use the term expenses to report spending by both public and private systems. 12. Major capital investments. Systems provided information about major capital investments. This includes spending on land, plant, and equipment that is not part of routine maintenance. ------- Detailed Tables ------- 10 ------- Table 1 Change in Estimated Number of Community Water Systems between 2000 and 2006 Ownership Type Primarily Ground Water Systems Public Systems Systems in 2000 Systems in 2006 Percentage change Private Systems Systems in 2000 Systems in 2006 Percentage change All Ground Water Systems Systems in 2000 Systems in 2006 Percentage change Primarily Surface Water Systems Public Systems Systems in 2000 Systems in 2006 Percentage change Private Systems Systems in 2000 Systems in 2006 Percentage change All Surface Water Systems Systems in 2000 Systems in 2006 Percentage change System Service 100 or Less 489 1,069 118.6 1 1 ,267 9,246 -17.9 1 1 ,756 10,315 -12.3 245 62 -74.7 588 277 -52.9 833 339 -59.3 101 - 500 3,556 4,501 26.6 9,590 7,857 -18.1 13,146 12,358 -6.0 683 245 -64.1 453 365 -19.4 1,136 610 -46.3 501 - 3,300 6,694 6,450 -3.6 2,276 2,269 -0.3 8,970 8,719 -2.8 1,139 895 -21.4 73 173 137.0 1,212 1,068 -11.9 3,301 - 10,000 2,560 1,999 -21.9 511 630 23.3 3,071 2,629 -14.4 935 779 -16.7 73 86 17.8 1,008 864 -14.3 Population Category 10,001 - 50,000 1,080 1,614 49.4 259 115 -55.6 1,339 1,730 29.2 894 809 -9.5 95 117 23.2 989 925 -6.5 50,001 - 100,001- 100,000 500,000 124 195 57.3 12 23 91.7 136 217 59.6 182 206 13.2 28 25 -10.7 210 231 10.0 143 108 -24.5 17 8 -52.9 160 116 -27.5 162 222 37.0 16 44 175.0 178 266 49.4 Over 500,000 9 8 -11.1 1 5 400.0 10 13 30.0 49 55 12.2 4 8 100.0 53 63 18.9 All Sizes 14,655 15,944 8.8 23,933 20,153 -15.8 38,588 36,097 -6.5 4,289 3,272 -23.7 1,330 1,093 -17.8 5,619 4,366 -22.3 (Continued) 11 ------- Table 1 (Cont.) Change in Estimated Number of Community Water Systems between 2000 and 2006 Ownership Type Primarily Purchased Water Systems Public Systems Systems in 2000 Systems in 2006 Percentage change Private Systems Systems in 2000 Systems in 2006 Percentage change All Purchased Water Systems Systems in 2000 Systems in 2006 Percentage change All Systems Public Systems Systems in 2000 Systems in 2006 Percentage change Private Systems Systems in 2000 Systems in 2006 Percentage change All Systems Systems in 2000 Systems in 2006 Percentage change System Service 100 or Less * 373 * 69 390 465.2 69 764 1 ,007.2 734 1,505 105.0 1 1 ,924 9,913 -16.9 12,658 11,418 -9.8 101 - 500 1,513 1,102 -27.2 666 1,155 73.4 2,179 2,257 3.6 5,752 5,848 1.7 10,709 9,376 -12.4 16,461 15,224 -7.5 501 - 3,300 3,449 2,430 -29.5 386 1,205 212.2 3,835 3,634 -5.2 1 1 ,282 9,775 -13.4 2,735 3,647 33.3 14,017 13,421 -4.3 3,301 - 10,000 819 839 2.4 154 232 50.6 973 1,071 10.1 4,314 3,617 -16.2 738 948 28.5 5,052 4,564 -9.7 Population Category 10,001 - 50,000 568 634 11.6 117 43 -63.2 685 677 -1.2 2,542 3,057 20.3 471 275 -41.6 3,013 3,332 10.6 50,001 - 100,001- 100,000 500,000 109 137 25.7 16 10 -37.5 125 148 18.4 415 538 29.6 56 57 1.8 471 596 26.5 89 91 2.2 3 5 66.7 92 96 4.3 394 421 6.9 36 57 58.3 430 478 11.2 Over 500,000 19 24 26.3 2 * * 21 24 14.3 77 86 11.7 7 13 85.7 84 100 19.0 All Sizes 6,566 5,630 -14.3 1,413 3,041 115.2 7,979 8,670 8.7 25,510 24,847 -2.6 26,676 24,287 -9.0 52,186 49,133 -5.9 Data: 2000 Survey: Q.3, Q.7 2006 Survey: Q.3, Q.6 * No purchased water systems of this size in sample. The counts of systems are weighted estimates based on the sample. Totals may not add due to rounding. 12 ------- Table 2 Number and Percentage of Systems By Primary Water Source Primary Water Source Ground Water Systems 100% Ground Water Number Percentage of systems with this source designation by service population Primarily Ground Water Number Percentage of systems with this source designation by service population Surface Water Systems 100% Surface Water Number Percentage of systems with this source designation by service population Primarily Surface Water Number Percentage of systems with this source designation by service population Purchased Water Systems 1 00% Purchased Water Number Percentage of systems with this source designation by service population Primarily Purchased Water Number Percentage of systems with this source designation by service population All Number Percentage of systems with this source designation by service population System Service Population Category 100 or Less 10,308 90 7 0 319 3 20 0 760 7 3 o 11,418 100 Data: Q.6 Notes: Systems incl 101 - 500 12,155 80 203 1 566 4 44 0 2,131 14 126 1 15,224 100 uded in one 501 - 3,300 8,409 63 310 2 756 6 311 2 3,326 25 308 2 13,421 100 of the Prim 3,301 - 10,000 2,072 45 558 12 646 14 218 5 967 21 103 2 4,564 100 10,001 - 50,000 1,384 42 346 10 601 18 324 10 473 14 204 g 3,332 100 arily Ground Water, P 50,001 - 100,001- 100,000 164 27 54 9 146 25 84 14 102 17 46 8 596 100 500,000 70 15 47 10 170 35 96 20 47 10 49 10 478 100 rimarily Surface Water, Over 500,000 10 10 3 3 32 32 31 31 16 16 8 8 100 100 or Primari All Sizes 34,570 70 1,527 3 3,237 7 1,129 2 7,823 16 848 2 49,133 100 y Purchased Water categories have their largest source in that category; however, they have more than one type of source. 13 ------- Table 3 Number and Percentage of Systems By SDWIS Source Classification SDWIS Water Source Classification Surface Water Systems Number Percentage Purchased Surface Water Systems Number Percentage Ground Water Under the Direct Influence of Surface Water (GWUDI) Systems Number Percentage Purchased GWUDI Systems Number Percentage 100% Ground Water Systems Number Percentage Purchased Ground Water Systems Number Percentage All Systems Number Percentage System Service 100 or Less 139 1 643 6 200 2 * * 10,308 90 128 1 11,418 100 Data: Q.6 101 - 500 379 2 1,776 12 231 2 * * 12,358 81 481 3 15,224 100 501 - 3,300 908 7 2,639 20 221 2 * * 8,719 65 934 7 13,421 100 3,301 - 10,000 985 22 1,426 31 48 1 2 0 2,103 46 * * 4,564 100 Notes: Reflects SDWIS classification of water systems, Population Category 10,001 - 50,000 1,118 34 681 20 55 2 * * 1,447 43 31 1 3,332 100 i.e., the 50,001 - 100,001- 100,000 251 42 143 24 5 1 * * 192 32 5 1 596 100 500,000 299 63 89 19 6 1 2 0 78 16 4 1 478 100 Over 500,000 68 68 17 17 * * * * 13 13 2 2 100 100 All Sizes 4,148 8 7,413 15 766 2 4 0 35,217 72 1,585 3 49,133 100 hierarchy starting with surface water. If the system receives any of its water from a surface source, it is considered a surface water system. The SDWIS hierarchy is: surface water, purchased surface water, ground water under the direct influence (GWUDI) of surface water, purchased GWUDI, ground water, and purchased ground water. 14 ------- Table 4 Number of Systems By Ownership Ownership Type Publicly Owned Systems Owned and operated by a government or public agency Owned by a government or public agency and operated by a private contractor All Public Privately Owned Systems Operated for profit primarily as a water business Not operated for profit Operated a necessary part of another business (i.e., ancillary systems) All Private All Systems All System Service Population 100 or Less 1,505 1,505 1,019 3,529 5,365 9,913 11,418 Data: Q.3 101 - 500 5,344 504 5,848 2,161 3,365 3,851 9,376 15,224 501 - 3,301 - 3,300 10,000 9,514 261 9,775 1,661 1,647 338 3,647 13,421 Notes: Publicly owned systems include municipal systems, systems run as public enterprise funds, state-run systems 3,474 143 3,617 299 649 * 948 4,564 Category 10,001 - 50,001 - 100,001- Over 50,000 100,000 500,000 500,000 2,950 106 3,057 168 107 * 275 3,332 , and special districts. 519 19 538 34 24 * 57 596 It excludes 409 12 421 53 4 * 57 478 85 2 86 12 2 * 13 100 All Sizes 23,799 1,047 24,847 5,406 9,327 9,554 24,287 49,133 federal systems. Examples of privately owned systems not operated for profit are homeowners' associations and non-profit cooperatives. Privately owned systems that are a necessary part of another business are referred to as ancillary systems because the water business is not the primary business. The majority of ancillary systems are mobile home parks that provide water as one of a number of services for residents of the park. 15 ------- Table 5 Number of Systems By Ownership and Primary Water Source Ownership Type Public Systems Primarily Ground Water Systems Primarily Surface Water Systems Primarily Purchased Water Systems All Public Private Systems Primarily Ground Water Systems Primarily Surface Water Systems Primarily Purchased Water Systems All Private All Systems Primarily Ground Water Systems Primarily Surface Water Systems Primarily Purchased Water Systems All System Service Population Category 100 or Less 1,069 62 373 1,505 9,246 277 390 9,913 10,315 339 764 11,418 Data: Q.3, Q.6 Notes: 101 - 500 4,501 245 1,102 5,848 7,857 365 1,155 9,376 12,358 610 2,257 15,224 501 - 3,300 6,450 895 2,430 9,775 2,269 173 1,205 3,647 8,719 1,068 3,634 13,421 3,301 - 10,000 1,999 779 839 3,617 630 86 232 948 2,629 864 1,071 4,564 10,001 - 50,000 1,614 809 634 3,057 115 117 43 275 1,730 925 677 3,332 50,001 - 100,000 195 206 137 538 23 25 10 57 217 231 148 596 100,001- 500,000 108 222 91 421 8 44 5 57 116 266 96 478 Over 500,000 8 55 24 86 5 8 * 13 13 63 24 100 All Sizes 15,944 3,272 5,630 24,847 20,153 1,093 3,041 24,287 36,097 4,366 8,670 49,133 16 ------- Table 6 Percentage of Systems with Access to Computers, Peripherals, and the Internet By Primary Water Source Primary Water Source Ground Water Systems Percentage of systems with access to computers for sending and receiving information Of the systems with computers, the percentage that have: Microsoft Excel Microsoft Access CD drive DVD player Of the systems with a computer, the percentage with each type of internet access: High speed Internet (e.g., cable, DSL, wireless, T1) Dial-up modem No access Observations Surface Water Systems Percentage of systems with access to computers for sending and receiving information Of the systems with computers, the percentage that have: Microsoft Excel Microsoft Access CD drive DVD player Of the systems with a computer, the percentage with each type of internet access: High speed Internet (e.g., cable, DSL, wireless, T1) Dial-up modem No access Observations System Service 100 or Less 74.2 94.8 53.1 98.3 69.7 89.1 10.9 0.0 88 49.2 95.9 47.4 90.8 57.2 58.7 41.3 0.0 49 101 - 500 79.3 92.6 53.9 96.3 55.5 78.4 20.4 1.2 105 85.2 98.5 44.2 98.6 76.9 77.4 21.2 1.4 67 501 - 3,300 91.8 100.0 62.0 98.5 73.3 86.0 14.0 0.0 111 95.8 97.2 70.1 98.4 65.7 85.6 14.4 0.0 78 3,301 - 10,000 90.4 91.6 63.0 87.5 65.9 89.8 9.7 0.5 42 87.2 90.9 53.1 93.9 62.1 88.9 11.1 0.0 48 Population Category 10,001 - 50,000 93.7 92.5 72.2 92.5 70.6 96.0 4.0 0.0 56 98.4 97.4 68.1 98.7 77.9 88.3 10.4 1.3 68 50,001 - 100,001- 100,000 500,000 100.0 100.0 85.1 100.0 81.5 100.0 0.0 0.0 32 100.0 100.0 83.7 97.8 72.5 95.2 4.8 0.0 44 100.0 96.4 82.0 96.4 89.1 98.1 1.9 0.0 49 99.1 94.1 80.2 92.6 75.1 97.7 2.3 0.0 101 Over 500,000 100.0 100.0 59.8 100.0 59.8 100.0 0.0 0.0 6 100.0 100.0 92.3 100.0 76.9 100.0 0.0 0.0 36 All Sizes 82.3 95.1 58.0 96.5 65.9 85.3 14.3 0.4 489 89.6 96.1 63.7 96.9 70.1 86.2 13.3 0.5 491 (Continued) 17 ------- Table 6 (Cont.) Percentage of Systems with Access to Computers, Peripherals, and the Internet By Primary Water Source Primary Water Source Purchased Water Systems Percentage of systems with access to computers for sending and receiving information Of the systems with computers, the percentage that have: Microsoft Excel Microsoft Access CD drive DVD player Of the systems with a computer, the percentage with each type of internet access: High speed Internet (e.g., cable, DSL, wireless, T1) Dial-up modem No access Observations All Systems Percentage of systems with access to computers for sending and receiving information Of the systems with computers, the percentage that have: Microsoft Excel Microsoft Access CD drive DVD player Of the systems with a computer, the percentage with each type of internet access: High speed Internet (e.g., cable, DSL, wireless, T1) Dial-up modem No access Observations System Service 100 or Less 100.0 100.0 49.3 100.0 84.6 67.9 32.1 0.0 8 75.2 95.3 52.7 98.3 70.8 86.6 13.4 0.0 145 Data: Q.4 Notes: 101 - 500 88.9 87.8 68.4 100.0 66.4 75.7 24.3 0.0 23 80.9 92.1 55.8 97.0 58.2 77.9 21.0 1.0 195 501 - 3,300 93.6 96.2 54.1 100.0 64.2 82.6 9.4 8.0 48 92.6 98.7 60.5 98.9 70.2 85.0 12.8 2.2 237 3,301 - 10,000 89.9 95.2 52.5 80.8 66.9 79.9 20.1 0.0 19 89.7 92.3 58.8 87.2 65.4 87.4 12.3 0.3 109 Population Category 10,001 - 50,000 97.3 100.0 85.8 90.6 76.4 100.0 0.0 0.0 17 95.6 95.4 73.9 93.8 73.9 94.6 5.0 0.4 141 50,001 - 100,001- 100,000 100.0 96.5 83.4 96.5 76.4 100.0 0.0 0.0 23 100.0 99.1 84.1 98.3 76.7 98.1 1.9 0.0 99 500,000 100.0 97.8 91.5 98.0 80.9 100.0 0.0 0.0 37 99.5 95.4 82.9 94.6 79.6 98.3 1.7 0.0 187 Over 500,000 100.0 100.0 100.0 100.0 87.1 100.0 0.0 0.0 10 100.0 100.0 90.0 100.0 77.2 100.0 0.0 0.0 52 All Sizes 92.9 94.7 60.7 96.8 68.5 81.1 15.5 3.4 185 84.7 95.1 59.1 96.6 66.8 84.6 14.4 1.0 1,165 18 ------- Table 7 Average Daily Flow (MGD) for Public Water Systems By Primary Water Source Primary Water Source Primarily Ground Water Systems 100% Ground Water Average Daily Flow Confidence interval Primarily Ground Water Average Daily Flow Confidence interval Percentage drawn from each source for Primarily Ground Systems: % Ground Water Confidence Interval % Surface Water Confidence Interval % Purchased Water Confidence Interval Observations Primarily Surface Water Systems 100% Surface Water Average Daily Flow Confidence interval Primarily Surface Water Average Daily Flow Confidence interval Percentage drawn from each source for Primarily Surface Systems: % Ground Water Confidence Interval % Surface Water Confidence Interval % Purchased Water Confidence Interval Observations System Service Population Category 100 or Less 0.049 +|- 0.050 * * * * * * * * 11 0.018 +|- 0.072 0.019 +|- 0.000 14.6 +|- 0.0 85.4 +|- 0.0 0.0 +|- 0.0 13 101 - 500 0.037 +|- 0.009 0.029 +|- 0.000 99.5 +|- 0.0 0.0 +|- 0.0 0.5 +|- 0.0 38 0.064 +|- 0.041 0.027 +|- 0.075 8.3 +I-7.7 83.4 +|- 7.2 8.3 +|- 73.6 32 501 - 3,300 0.170 +|- 0.039 0.292 +I-0.783 69.0 +|- 4.9 8.3 +|- 73.5 22.6 +|- 78.3 82 0.215 +|- 0.048 0.304 +|- 0.272 19.8 +|- 6.3 79.6 +|- 6.0 0.7 +|- 0.9 62 3,301 - 10,000 0.684 +|- 0.758 1.349 +|- 0.883 81.7 +|- 70.3 5.0 +|- 5.3 13.4 +|- 70.0 46 1.024 +I-0.785 0.998 +|- 0.324 8.4 +|- 7.6 90.3 +|- 7.5 1.4 +|- 7.5 55 10,001 - 50,000 2.663 +|- 0.722 5.664 +|- 4.609 77.4 +|- 9. 7 16.2 +I-77.5 6.4 +|- 4.2 58 3.003 +|- 0.498 3.540 +|- 0.886 13.0 +I-5.8 81.9 +|- 6.5 5.1 +|- 4. 7 72 50,001 - 100,000 8.316 +|- 2.477 9.106 +|- 2.867 85.9 +|- 7.7 3.6 +|- 4.0 10.5 +|- 8.2 35 9.116 +I-7.795 15.009 +|- 4.647 11.1 +|- 6.4 79.2 +|- 8.3 9.8 +|- 7.6 48 100,001- 500,000 17.384 +I-3.789 39.614 +|- 7 7.027 68.9 +|- 3.9 11.1 +|- 4. 7 20.0 +|- 4.5 51 25.883 +I-3.829 33.735 +|- 4.493 10.6 +|- 2.6 81.6 +|- 4. 7 7.8 +|- 3.4 106 Over 500,000 201 .336 +|- 73.824 165.945 +|- 29.336 99.9 +|- 0.0 0.0 +|- 0.0 0.1 +|- 0.0 5 178.086 +|- 48.940 196.422 +I-44.797 6.7 +|- 3.2 79.9 +|- 5.4 13.4 +|- 6.0 33 All Sizes 0.607 +I-0.774 4.736 +|- 2. 759 78.6 +|- 6.0 9.0 +|- 5.4 12.4 +|- 6.2 326 5.527 +|- 0.936 10.708 +|- 3.279 13.8 +|- 3.4 82.3 +|- 3.2 3.9 +|- 7.7 421 (Continued) 19 ------- Table 7 (Cont.) Average Daily Flow (MGD) for Public Water Systems By Primary Water Source Primary Water Source Primarily Purchased Water Systems 100% Purchased Water Average Daily Flow Confidence interval Primarily Purchased Water Average Daily Flow Confidence interval Percentage drawn from each source for Primarily Purchased Systems: % Ground Water Confidence Interval % Surface Water Confidence Interval % Purchased Water Confidence Interval Observations All Systems Average Daily Flow Confidence Interval Percentage drawn from each source: % Ground Water Confidence Interval % Surface Water Confidence Interval % Purchased Water Confidence Interval Observations System Service Population Category 100 or Less 0.018 +|- 0.020 * * * * * * * * 3 0.040 +|- 0.035 14.6 +|- 0.0 85.4 +|- 0.0 0.0 +|- 0.0 27 Data: Q.6 101 - 500 0.032 +|- 0.073 * * * * * * * * 13 0.037 +|- 0.008 79.5 +|- 35.2 18.3 +|- 32.2 2.2 +|- 4.2 83 501 - 3,300 0.272 +\-0.317 0.208 +|- 0.220 16.6 +|- 23.2 0.0 +|- 0.0 83.4 +|- 23.2 33 0.203 +|- 0.077 36.0 +|- 16.3 36.7 +I-212 27.3 +I-215 177 3,301 - 10,000 0.575 +|- 0.195 0.539 +|- 0.362 18.2 +|- 22.9 0.3 +I-0.7 81.5 +|- 22.9 22 0.786 +\-0.131 51.5 +|- 17.1 25.9 +|- 13.6 22.6 +|- 14.9 123 10,001 - 50,000 2.968 +|- 1.198 4.952 +|- 2. 127 3.4 +|- 3.6 14.7 +|- 15.2 81.9 +|- 14.0 23 3.315 +|- 0.647 37.8 +|- 12.9 37.4 +|- 10.6 24.8 +|- 12.6 153 50,001 - 100,000 13.652 +|- 7.681 13.380 +|- 4.254 11.4 +|- 6.5 5.5 +|- 5.3 83.1 +I-8.-7 28 10.831 +|- 1832 32.2 +|- 10.5 37.5 +|- 11.0 30.3 +|- 10.6 111 100,001- 500,000 24.374 +|- 4.047 37.885 +|- 6.358 19.4 +I-4.7 10.3 +|- 4.6 70.3 +I-4.8 44 28.672 +|- 2.325 28.2 +|- 4.3 42.4 +|- 5.9 29.3 +I-4.8 201 Over 500,000 110.083 +I-55.798 142.877 +|- 41.514 5.6 +I-3.7 21.0 +|- 72.5 73.4 +|- 10.6 13 168.113 +|- 26.576 14.6 +|- 6.5 59.7 +|- 8.2 25.7 +I-8.7 51 All Sizes 1.278 +|- 0.437 8.374 +|- 3.994 12.0 +|- 8.4 6.8 +|- 6.2 81.2 +|- 9.3 179 1.911 +I-0.774 40.7 +|- 8.2 34.6 +|- 7.8 24.7 +|- 8. 1 926 Notes: Flow is the amount of water drawn from each source. It includes water delivered to customers and system losses. 20 ------- Table 8 Average Daily Flow (MGD) for Private Water Systems By Primary Water Source Primary Water Source Primarily Ground Water Systems 100% Ground Water Average Daily Flow Confidence interval Primarily Ground Water Average Daily Flow Confidence interval Percentage drawn from each source for Primarily Ground Systems: % Ground Water Confidence Interval % Surface Water Confidence Interval % Purchased Water Confidence Interval Observations Primarily Surface Water Systems 100% Surface Water Average Daily Flow Confidence interval Primarily Surface Water Average Daily Flow Confidence interval Percentage drawn from each source for Primarily Surface Systems: % Ground Water Confidence Interval % Surface Water Confidence Interval % Purchased Water Confidence Interval Observations System Service Population Category 100 or Less 0.007 +|- 0.002 0.011 +|- 0.000 99.7 +|- 0.0 0.3 +|- 0.0 0.0 +|- 0.0 68 0.021 +|- 0.070 0.003 +|- 0.002 11.1 +|- 18.2 83.8 +|- 15.3 5.0 +|- 7.4 31 101 - 500 0.021 +|- 0.005 * * * * * * * * 61 0.030 +|- 0.070 3.424 +\-4.164 43.0 +|- 70.4 57.0 +|- 70.4 0.0 +|- 0.0 29 501 - 3,300 0.093 +|- 0.026 0.147 +|- 0.000 66.5 +|- 0.0 0.0 +|- 0.0 33.5 +|- 0.0 27 0.301 +|- 0. 793 * * * * * * * * 11 3,301 - 10,000 0.855 +|- 0.373 0.641 +|- 0.224 87.4 +|- 6.0 0.5 +I-7.7 12.1 +|- 6.2 12 0.569 +|- 0.247 1.115 +|- 0.000 32.6 +|- 0.0 67.4 +|- 0.0 0.0 +|- 0.0 6 10,001 - 50,000 1.580 +|- 0.422 3.146 +|- 7.588 60.3 +|- 2.4 24.5 +I-27.5 15.2 +I-27.7 7 4.005 +|- 7.937 3.538 +|- 7.982 13.8 +|- 74.3 84.2 +I-73.7 2.0 +|- 2.6 11 50,001 - 100,000 14.463 +|- 74.896 5.648 +|- 5.444 54.0 +|- 0.5 12.8 +|- 20.9 33.2 +|- 20.3 4 7.674 +I-3.775 7.687 +|- 2.687 16.6 +I-27.7 79.9 +|- 76.7 3.5 +|- 4.8 6 100,001- 500,000 27.71 1 +|- 72.607 37.250 +|- 9.999 69.0 +|- 2.6 30.6 +|- 2.3 0.3 +|- 0.3 4 23.717 +|- 5.327 18.200 +|- 5.567 1.0 +|- 7.0 93.4 +I-4.8 5.6 +|- 5.3 15 Over 500,000 17.038 +|- 0.000 * * * * * * * * 1 110.103 +|- 0.000 93.348 +|- 57.678 2.9 +|- 2.8 91.4 +|- 9.3 5.7 +|- 6.5 5 All Sizes 0.066 +|- 0.020 1.247 +|- 0.875 79.6 +I-8.7 2.6 +|- 3.4 17.8 +|- 9.4 184 1.043 +|- 0.542 9.554 +|- 3.947 18.0 +|- 9.0 79.6 +|- 8.3 2.5 +|- 7.7 114 (Continued) 21 ------- Table 8 (Cont.) Average Daily Flow (MGD) for Private Water Systems By Primary Water Source Primary Water Source Primarily Purchased Water Systems 100% Purchased Water Average Daily Flow Confidence interval Primarily Purchased Water Average Daily Flow Confidence interval Percentage drawn from each source for Primarily Purchased Systems: % Ground Water Confidence Interval % Surface Water Confidence Interval % Purchased Water Confidence Interval Observations All Systems Average Daily Flow Confidence Interval Percentage drawn from each source: % Ground Water Confidence Interval % Surface Water Confidence Interval % Purchased Water Confidence Interval Observations System Service Population Category 100 or Less 0.008 +|- 0.008 0.007 +|- 0.000 0.0 +|- 0.0 17.9 +|- 0.0 82.1 +|- 0.0 5 0.007 +|- 0.002 39.7 +|- 46.0 44.3 +I-38.7 15.9 +|- 25.2 104 Data: Q.6 101 - 500 0.024 +|- 0.077 0.022 +|- 0.000 10.0 +|- 0.0 0.0 +|- 0.0 90.0 +|- 0.0 9 0.031 +|- 0.078 15.0 +|- 70.3 8.6 +|- 77.5 76.5 +|- 27.6 99 501 - 3,300 0.125 +|- 0.044 0.699 +|- 0.749 3.6 +|- 7.0 0.0 +|- 0.0 96.4 +|- 7.0 14 0.139 +|- 0.054 24.8 +|- 34.5 0.0 +|- 0.0 75.2 +|- 34.5 52 3,301 - 10,000 0.426 +|- 0.730 * * * * * * * * 4 0.676 +I-0.783 84.0 +|- 8.6 4.7 +|- 8.2 11.3 +|- 6.0 22 10,001 - 50,000 0.790 +|- 0.000 1.830 +|- 0.000 0.0 +|- 0.0 47.2 +|- 0.0 52.8 +|- 0.0 2 2.536 +|- 0.749 21.8 +I-76.7 66.7 +|- 77.3 11.5 +|- 72.8 20 50,001 - 100,000 12.245 +|- 0.330 * * * * * * * * 2 9.638 +I-3.708 31.2 +|- 79.2 53.6 +I-32.7 15.1 +|- 77.0 12 100,001- 500,000 6.655 +|- 0.000 * * * * * * * * 1 20.846 +|- 4.667 13.0 +I-77.6 82.3 +|- 70.3 4.7 +|- 4.6 20 Over 500,000 * * * * * * * * * * 0 65.673 +|- 42.005 2.9 +|- 2.8 91.4 +|- 9.3 5.7 +|- 6.5 6 All Sizes 0.163 +|- 0.087 0.447 +|- 0.567 6.1 +I-3.8 2.1 +|- 4. 7 91.7 +I-4.7 37 0.198 +|- 0.029 38.5 +|- 78.8 17.0 +I-70.7 44.5 +|- 22.9 335 Notes: Flow is the amount of water drawn from each source. It includes water delivered to customers and system losses. 22 ------- Table 9 Average Daily Flow (MGD) for Public and Private Water Systems By Primary Water Source Primary Water Source Primarily Ground Water Systems 100% Ground Water Average Daily Flow Confidence interval Primarily Ground Water Average Daily Flow Confidence interval Percentage drawn from each source for Primarily Ground Systems: % Ground Water Confidence Interval % Surface Water Confidence Interval % Purchased Water Confidence Interval Observations Primarily Surface Water Systems 100% Surface Water Average Daily Flow Confidence interval Primarily Surface Water Average Daily Flow Confidence interval Percentage drawn from each source for Primarily Surface Systems: % Ground Water Confidence Interval % Surface Water Confidence Interval % Purchased Water Confidence Interval Observations System Service Population Category 100 or Less 0.012 +|- 0.006 0.011 +|- 0.000 99.7 +|- 0.0 0.3 +|- 0.0 0.0 +|- 0.0 79 0.021 +|- 0.009 0.009 +|- 0.008 12.4 +\-11.7 84.4 +I-9.8 3.2 +|- 5.4 44 101 - 500 0.027 +|- 0.005 0.029 +|- 0.000 99.5 +|- 0.0 0.0 +|- 0.0 0.5 +|- 0.0 99 0.044 +|- 0.027 1.741 +|- 2.614 25.8 +|- 16.8 70.1 +|- 13.5 4.1 +|- 7.6 61 501 - 3,300 0.151 +|- 0.030 0.256 +|- 0. 150 68.4 +I-3.8 6.2 +I-70.7 25.3 +|- 14.5 109 0.232 +|- 0.054 0.304 +|- 0.212 19.8 +|- 6.3 79.6 +|- 6.0 0.7 +|- 0.9 73 3,301 - 10,000 0.710 +\-0.145 1.090 +|- 0.607 83.8 +|- 6.9 3.4 +|- 3.3 12.9 +I-6.7 58 0.980 +|- 0.769 1.007 +|- 0.299 10.2 +|- 7.8 88.5 +|- 7.6 1.3 +|- 1.4 61 10,001 - 50,000 2.586 +|- 0.675 5.525 +|- 4.347 76.4 +|- 8.6 16.7 +I-77.0 6.9 +|- 4. 7 65 3.101 +|- 0.497 3.539 +|- 0.803 13.2 +|- 5.4 82.4 +I-5.8 4.5 +|- 3.3 83 50,001 - 100,000 8.715 +|- 2.572 8.650 100,001- 500,000 18.031 +|- 3.669 39.418 +I-2.749 +I-70.734 81.7 +|- 8.5 4.8 +|- 4.2 13.5 +I-9.7 39 8.982 +I-7.734 14.051 +I-4.767 11.8 +|- 6.2 79.3 +|- 7.5 8.9 +I-6.7 54 68.9 +|- 3.6 12.8 +|- 4.0 18.3 +|- 4.4 55 25.721 +|- 3.548 30.431 +|- 4.087 8.7 +|- 2.3 83.9 +|- 3.4 7.4 +|- 2.9 121 Over 500,000 104.015 +|- 92.488 165.945 +|- 29.326 99.9 +|- 0.0 0.0 +|- 0.0 0.1 +|- 0.0 6 174.508 +|- 46.473 174.722 +|- 38.059 5.9 +|- 2.6 82.3 +|- 4.8 11.8 +|- 4.9 38 All Sizes 0.313 +|- 0.050 3.960 +|- 7.656 78.8 +|- 5.0 7.6 +|- 4.4 13.6 +|- 5.4 510 4.301 +|- 0.809 10.549 +I-2.855 14.4 +|- 3.2 81.9 +|- 3.0 3.7 +|- 7.5 535 (Continued) 23 ------- Table 9 (Cont.) Average Daily Flow (MGD) for Public and Private Water Systems By Primary Water Source Primary Water Source Primarily Purchased Water Systems 100% Purchased Water Average Daily Flow Confidence interval Primarily Purchased Water Average Daily Flow Confidence interval Percentage drawn from each source for Primarily Purchased Systems: % Ground Water Confidence Interval % Surface Water Confidence Interval % Purchased Water Confidence Interval Observations All Systems Average Daily Flow Confidence Interval Percentage drawn from each source: % Ground Water Confidence Interval % Surface Water Confidence Interval % Purchased Water Confidence Interval Observations System Service Population Category 100 or Less 0.013 +|- 0.072 0.007 +|- 0.000 0.0 +|- 0.0 17.9 +|- 0.0 82.1 +|- 0.0 8 0.012 +|- 0.006 34.3 +|- 38.3 53.2 +|- 35.4 12.5 +|- 20.2 131 Data: Q.6 101 - 500 0.028 +\- 0.011 0.022 +|- 0.000 10.0 +|- 0.0 0.0 +|- 0.0 90.0 +|- 0.0 22 0.033 +\- 0.011 40.9 +|- 47.6 12.5 +|- 17.0 46.6 +|- 52.2 182 501 - 3,300 0.225 +|- 0.274 0.452 +|- 0.457 10.2 +|- 73.3 0.0 +|- 0.0 89.8 +|- 73.3 47 0.186 +|- 0.058 33.2 +|- 75.3 27.4 +|- 76.9 39.5 +I-20.8 229 3,301 - 10,000 0.545 +|- 0.759 0.539 +|- 0.362 18.2 +|- 22.9 0.3 +I-0.7 81.5 +|- 22.8 26 0.767 +I-0.773 59.9 +|- 73.4 20.4 +|- 70.2 19.7 +|- 77.4 145 10,001 - 50,000 2.823 +|- 7.747 4.772 +|- 2.047 3.2 +|- 3.4 16.6 +|- 74.9 80.2 +|- 73.6 25 3.250 +|- 0.598 36.2 +I-77.8 40.5 +I-70.7 23.4 +|- 77.4 173 50,001 - 100,000 13.509 +|- 6.896 13.380 +|- 4.248 11.4 +|- 6.5 5.5 +|- 5.3 83.1 +I-8.7 30 10.725 +|- 7.694 32.1 +|- 9.6 39.1 +|- 70.3 28.8 +I-9.7 123 100,001- 500,000 22.430 +I-4.746 37.885 +|- 6.356 19.4 +I-4.7 10.3 +|- 4.6 70.3 +I-4.8 45 27.907 +I-2.768 26.4 +|- 4.2 47.1 +I-5.7 26.5 +|- 4.3 221 Over 500,000 110.083 +I-55.780 142.877 +|- 47.523 5.6 +I-3.7 21.0 +|- 72.5 73.4 +|- 70.6 13 154.287 +|- 26.076 12.8 +|- 5.5 64.6 +|- 7.4 22.6 +I-7.7 57 All Sizes 0.898 +|- 0.282 5.625 +I-2.783 10.0 +I-5.8 5.2 +|- 4.5 84.9 +|- 6.9 216 1.106 +|- 0.090 40.2 +I-7.7 30.6 +I-6.8 29.2 +|- 8.9 1,261 Notes: Flow is the amount of water drawn from each source. It includes water delivered to customers and system losses. 24 ------- Table 10 Average Annual Flow for Public and Private Systems (Millions of Gallons per Year) From Each Source Type Source Ground Water Sources Average Annual Flow Confidence Interval Percentage systems with ground water sources Surface Water Sources Average Annual Flow Confidence Interval Percentage systems with surface water sources GWUDI Sources Average Annual Flow Confidence Interval Percentage systems with GWUDI sources Unknown Surface Water Sources Average Annual Flow Confidence Interval Percentage systems with unknown surface water sources Purchased Finished Ground Water Average Annual Flow Confidence Interval Percentage systems with purchased finished ground water Purchased Partial/Untreated Ground Water Average Annual Flow Confidence Interval Percentage systems with purchased partial/untreated ground water Purchased Finished Surface Water Average Annual Flow Confidence Interval Percentage systems with purchased finished surface water System Service Population Category 100 or Less 4.3 +|- 2.2 80.0 7.2 +|- 4.0 1.1 7.0 +|- 4.5 1.8 * * 0.0 2.1 +|- 0.0 1.1 * * 0.0 5.3 +I-5.-7 5.6 101 - 500 11.1 +|- 2.9 77.4 20.5 +|- 10.2 2.2 67.6 +|- 722.3 1.5 * * 0.0 3.6 +|- 3.2 3.7 * * 0.0 11.9 +|- 4.4 10.8 501 - 3,300 53.1 +|- 10.1 68.1 85.4 +|- 23.8 6.3 78.6 +|- 57.9 1.9 * * 0.0 40.9 +|- 79.7 9.9 * * 0.0 100.9 +|- 98.6 19.1 3,301 - 10,000 260.8 +|- 59.8 57.8 316.3 +|- 59.0 18.7 159.6 +|- 54.5 1.3 * * 0.0 44.3 +|- 33.4 1.0 * * 0.0 133.3 +|- 46.6 29.4 10,001 - 50,000 917.8 +|- 232.5 60.0 1 ,097.7 +|- 269.8 31.9 511.2 +|- 459.2 2.4 * * 0.0 242.5 +I-343.7 3.9 365.0 +|- 0.0 0.2 917.4 +I-330.-7 23.3 50,001 - 100,000 2,382.9 +|- 507.5 49.8 3,290.2 +\- 517.2 41.3 1 ,026.8 +\-711.7 4.0 1 ,398.0 +|- 0.0 0.9 796.8 +|- -7,0019 5.9 5.0 +|- 0.0 0.4 3,374.9 +|- -7,533.6 30.1 100,001- 500,000 5,274.0 +|- 893.5 44.7 8,467.9 +|- 807.4 58.4 5,667.9 +|- -7,867.0 4.8 3,498.0 +|- 0.0 0.4 2,158.4 +|- -7, -7 43.9 5.5 3,657.3 +|- 2,358.5 2.2 5,324.2 +|- 863.0 29.7 Over 500,000 19,276.3 +|- 7,402.3 36.0 54,027.7 +1-9,662. -7 67.6 2,175.8 +|- 0.0 1.6 * * 0.0 320.2 +|- 3012 6.4 8,529.8 +|- 2,678.5 3.1 23,575.3 +1-7,375. -7 25.9 All Sizes 161.5 +I-217 71.7 2,167.6 +|- 246.0 7.8 279.7 +|- -748.0 1.8 1,973.1 +|- 930.9 0.0 78.6 +|- 43.3 4.6 3,188.0 +|- 1928.6 0.0 427.9 +|- -7713 14.9 (Continued) 25 ------- Table 10(Cont.) Average Annual Flow for Public and Private Systems (Millions of Gallons per Year) From Each Source Type Ownership Type Purchased Partial/Untreated Surface Water Average Annual Flow Confidence Interval Percentage systems with purchased partial/untreated surface water Purchased Finished GWUDI Water Average Annual Flow Confidence Interval Percentage systems with purchased finished GUDI water Purchased Partial/Untreated GWUDI Water Average Annual Flow Confidence Interval Percentage systems with purchased partial/untreated GWUDI water Unknown Purchased Water Average Annual Flow Confidence Interval Percentage systems with unknown purchased water Observations 100 or Less 5.9 +|- 5.6 0.1 * * 0.0 * * 0.0 * * 0.0 158 Data: Q.6 101 - 500 6.9 +|- 0.0 0.1 * * 0.0 * * 0.0 4.1 +|- 0.0 0.0 217 501 - 3,300 218.0 +|- 0.0 0.1 * * 0.0 * * 0.0 * * 0.0 294 System Service Population Category 3,301 - 10,001 - 10,000 503.9 +|- 200.4 +|- 1.1 60.3 +I-66.7 1.8 * * 0.0 88.8 +|- 77.7 +|- 1 2.1 205 Notes: Flow is the amount of water drawn from each source. 50,000 197.5 268.6 1.7 * * 0.0 * * 0.0 843.2 780.8 3.2 260 50,001 - 100,000 5,572.4 +\- 1,101.1 + 3.9 * * 0.0 * * 0.0 1.7 +|- 0.0 0.8 184 100,001- 500,000 7,376.2 - 2,395.9 5.7 2.4 +|- 0.0 0.4 200.0 +|- 0.0 0.4 384.5 +|- 312.4 0.8 380 Over 500,000 40,833.3 +|- 16,413.0 11.4 * * 0.0 * * 0.0 21 ,534.2 +\- 1,333.1 8.4 98.000 All Sizes 4,155.8 +1-2,237.6 0.4 58.9 +|- 64.4 0.2 200.0 +|- 0.0 0.0 1 ,226.4 +|- -7,206.3 0.5 1796 It includes water delivered to customers and system losses. 26 ------- Table 11 Annual Water Deliveries and Unaccounted for Water (Millions of Gallons per Year) By Ownership Ownership Type Public Systems Sold to Other Water Suppliers Finished Water Confidence Interval Partially or Untreated Water Confidence Interval Residential Customers Confidence Interval Non-residential Customers Finished Water Confidence Interval Partially or Untreated Water Confidence Interval Unaccounted for Water Confidence Interval Unaccounted for Water as Percentage of Total Confidence Interval Observations Private Systems Sold to Other Water Suppliers Finished Water Confidence Interval Partially or Untreated Water Confidence Interval Residential Customers Confidence Interval Non-residential Customers Finished Water Confidence Interval Partially or Untreated Water Confidence Interval Unaccounted for Water Confidence Interval Unaccounted for Water as Percentage of Total Confidence Interval Observations System Service Population Category 100 or Less 0.0 +|- 0.0 0.0 +|- 0.0 7.0 +|- 5.4 1.0 +|- 1.3 0.0 +|- 0.0 1.7 +|- 1.8 12.1 +|- 9.5 24 0.0 +|- 0.0 0.3 +|- 0.4 2.6 +I-0.7 0.5 +|- 0.9 1.3 +|- 2.6 0.2 +|- 0.2 6.7 +|- 5.8 95 101- 500 5.1 +|- 0.8 0.0 +|- 0.0 11.1 +|- 19 1.5 +|- 1.2 * * 3.0 +|- 2.9 16.2 5 79 0.0 +|- 0.0 0.0 +|- 0.0 7.7 +|- 1.7 0.4 +I-0.7 0.0 +|- 0.0 0.8 +|- 0.3 10.7 +|- 3.0 96 501- 3,300 6.6 +|- 6.3 0.0 +|- 0.0 54.6 +|- 20.0 20.7 +|- 72.5 5.7 +I-717 9.4 +I-2.7 16.6 +I-3.7 173 1.8 +|- 2.9 0.0 +|- 0.0 43.3 +|- 79.7 15.5 +|- 72.8 0.0 +|- 0.0 4.6 +|- 7.6 11.3 +|- 3.6 52 3,301 - 10,000 44.9 +|- 27.9 9.1 +|- 74.0 148.1 +|- 23.9 76.0 +|- 23.4 19.4 +I-23.7 37.2 +|- 70.3 12.8 +|- 2.8 77 16.4 +|- 26.6 0.0 +|- 0.0 169.3 +|- 46.0 36.0 +|- 29.5 0.0 +|- 0.0 23.0 +|- 70.3 11.4 +|- 5.5 76 10,001 - 50,000 77.8 +|- 30.2 0.6 +I-7.7 647.4 +|- 737.7 378.8 +|- 736.9 1.5 +|- 2.2 113.2 +|- 24.6 10.1 +|- 7.9 777 160.9 +|- 720.7 17.6 +I-37.7 345.7 +|- 92.3 39.9 +I-47.0 0.0 +|- 0.0 102.3 +|- 57.6 15.5 +I-5.7 77 50,001 - 100,000 500.6 +|- 798.9 0.4 +|- 0.6 2,034.4 +I-323.7 976.0 +|- 292.3 16.4 +|- 77.5 302.8 +I-96.7 8.5 +|- 7.7 87 1 ,646.6 +|- 7,307.4 0.0 +|- 0.0 1 ,730.6 +|- 582.0 1 ,567.2 +|- 775.8 0.0 +|- 0.0 1,214.4 +|- 7,475.8 17.2 +|- 75.2 8 100,001- 500,000 1 ,669.3 +|- 393.5 86.5 +|- 86.0 4,980.0 +I-499.7 2,969.2 +|- 347.0 304.0 +|- 766.2 763.5 +|- 740.4 7.9 +|- 0.9 767 1 ,006.3 +|- 804.0 0.0 +|- 0.0 5,039.3 +|- 7,456.0 3,651.4 +|- 927.8 0.0 +|- 0.0 3,496.7 +|- 7,760.6 24.5 +|- 6.3 76 Over 500,000 13,028.9 +1-3,852.7 2,949.2 +1-3,079.7 22,759.5 +|- 4,200.6 12,846.4 +|- 2,245.3 482.5 +|- 377.9 8,057.9 +|- 7,829.8 13.2 +|- 2.4 48 2,298.3 +|- 7,079.2 0.0 +|- 0.0 23,665.0 +|- 9,047.6 13,186.0 +1-6,343.7 1 ,746.3 +|- 2,598.6 7,893.7 +1-2,790.6 15.8 +|- 7.4 4 All Sizes 350.4 +I-64.7 59.7 +|- 55.3 291.2 +|- 38.4 278.8 +|- 42.2 36.3 +|- 75.9 87.7 +|- 74.3 14.7 +I-2.7 760 60.5 +I-35.7 0.4 +I-0.7 38.2 +|- 77.4 90.6 +I-47.7 7.7 +|- 9.0 39.4 +I-26.7 10.1 +|- 2.2 298 (Continued) 27 ------- Table 11 (Cont.) Annual Water Deliveries and Unaccounted for Water (Millions of Gallons per Year) By Ownership Ownership Type All Systems Sold to Other Water Suppliers Finished Water Confidence Interval Partially or Untreated Water Confidence Interval Residential Customers Confidence Interval Non-residential Customers Finished Water Confidence Interval Partially or Untreated Water Confidence Interval Unaccounted for Water Confidence Interval Unaccounted for Water as Percentage of Total Confidence interval Observations System Service Population Category 100 or Less 0.0 +|- 0.0 0.2 +|- 0.4 3.1 +I-7.7 0.7 +|- 0.8 1.0 +|- 2.0 0.6 +|- 0.6 8.2 +|- 5.0 119 Data: Q.21.A Notes: Unaccounted 101- 500 0.8 +|- 7.8 0.0 +|- 0.0 9.1 +|- 1.4 1.1 +|- 0.8 0.0 +|- 0.0 2.0 +|- 1.6 13.6 +|- 3.2 175 501- 3,300 6.0 +|- 5.5 0.0 +|- 0.0 51.5 +|- 75.4 19.7 +|- 70.5 4.7 +I-9.7 8.3 +I-2.7 15.4 +|- 3.0 225 for water includes system 3,301 - 10,000 38.8 +|- 22.8 7.2 +|- 77.2 152.8 +I-27.4 66.2 +|- 79.6 13.5 +|- 75.8 33.4 +|- 8.0 12.5 +|- 2.5 93 10,001 - 50,000 83.1 +|- 29.5 1.3 +|- 7.8 627.2 +|- 724.3 359.0 +|- 730.2 1.5 +I-2.7 112.6 +|- 23.4 10.4 +|- 7.9 128 50,001 - 100,000 586.8 +|- 227.6 0.3 +|- 0.6 2,016.9 +I-303.8 1,010.9 +|- 284.5 14.8 +|- 75.9 358.1 +|- 740.4 9.0 +|- 2.0 89 100,001- 500,000 1,576.1 +I-360.7 81.5 +|- 87.5 4,988.1 +I-475.7 3,070.2 +|- 337.0 285.3 +I-756.7 1,157.5 +|- 427.3 10.4 +I-2.7 177 Over 500,000 12,311.0 +1-3,600.7 2,593.9 +1-2,779.3 22,817.7 +|- 3,975.3 12,869.2 +1-2,738.7 664.0 +|- 447.0 8,046.9 +1-7,776.9 13.4 +|- 2.3 52 All Sizes 264.8 +|- 43.3 35.8 +|- 32.5 166.9 +|- 75.4 232.0 +|- 29.2 24.5 +|- 9.4 71.6 +|- 77.4 13.1 +|- 7.6 1,058 losses, water for fire suppression, and water used in the treatment process. Average deliveries only includes estimates for systems reporting each type. 28 ------- Table 12 Annual Deliveries per Customer Service Connection By Ownership (Thousands of Gallons) Ownership Type Public Systems Mean Residential Deliveries Confidence Interval Median Residential Deliveries Non-Residential Deliveries Mean Finished Water Deliveries Confidence Interval Median Finished Water Deliveries Mean Partially or Untreated Water Deliveries Confidence Interval Median Partially or Untreated Water Deliveries Observations Private Systems Mean Residential Deliveries Confidence Interval Median Residential Deliveries Non-Residential Deliveries Mean Finished Water Deliveries Confidence Interval Median Finished Water Deliveries Mean Partially or Untreated Water Deliveries Confidence Interval Median Partially or Untreated Water Deliveries Observations System Service Population Category 100 or Less 109 +\-61 112 1,499 +1-3,058 142 * * * 27 96 +I-22 67 1,339 +|- 426 1,560 429 +|-0 429 81 101 - 500 107 +I-22 80 156 +I-97 98 * * * 84 86 +|- 14 70 95 +|- 100 62 * * * 111 501 - 3,300 94 +\-11 77 325 +|- 103 185 317 +|-0 317 157 104 +|- 18 87 3,053 +1-4,595 367 * * * 56 3,301 - 10,000 86 +\-11 75 694 +|- 294 329 14,131 +|- 11,841 9,000 64 91 +I-25 81 4,330 +|- 7,352 116 * * * 27 10,001 - 50,000 89 +|-8 77 639 +|- 156 444 9,867 +|- 76,549 4,114 98 83 +I-28 67 511 +|- 119 460 * * * 20 50,001 - 100,000 115 +I-77 102 727 +|- 152 657 15,261 +|- 79,498 +|- 9,557 65 78 +I-37 62 545 +|- 220 606 * * * 13 100,001- 500,000 123 +|-8 112 869 +I-85 645 324,478 736,099 65,833 136 71 +I-27 57 868 +|- 426 462 * * * 21 Over 500,000 135 +|- 18 116 1,276 +|- 429 870 93,992 +1-92,803 32,182 40 98 +|-5 95 629 +I-74 623 21,028 +|-0 21,028 4 All Sizes 98 +|-9 79 455 +I-82 223 57,284 +1-23,644 4,114 671 93 +I-77 73 2,457 +|- 2,587 228 685 +|- 607 429 333 (Continued) 29 ------- Table 12 (Cont.) Annual Deliveries per Customer Service Connection By Ownership (Thousands of Gallons) Ownership Type All Systems Mean Residential Deliveries Confidence Interval Median Residential Deliveries Non-Residential Deliveries Mean Finished Water Deliveries Confidence Interval Median Finished Water Deliveries Mean Partially or Untreated Water Deliveries Confidence Interval Median Partially or Untreated Water Deliveries Observations System Service Population Category 100 or Less 98 +I-23 71 1,410 +|- 7,343 183 429 +|-0 429 108 Data: Q.21A 101 - 500 94 +|- 12 74 145 +I-80 84 317 +|-0 * 195 501 - 3,300 97 +|-9 82 825 +|- 801 197 14,131 +|- 11,841 317 213 3,301 - 10,000 87 +|- 10 81 1,588 +|- 1,858 311 9,867 +|- 16,549 9,000 91 10,001 - 50,000 88 +|-8 77 636 +|- 152 444 15,261 +|- 19,498 4,114 118 50,001 - 100,000 112 +|- 16 102 712 +|- 143 620 324,478 +|- 736,099 9,557 78 Notes: Average deliveries per connection are for systems that have deliveries and 100,001- 500,000 115 +|-9 105 869 +|- 102 631 79,103 +|- 72, 199 65,833 157 connections Over 500,000 129 +|- 16 110 1,173 +|- 386 811 * 29,200 44 All Sizes 96 +|-7 77 797 +|- 438 223 40,337 +|- 29, 739 1,213 1,004 for that delivery type; it excludes systems that do not have positive deliveries per connection. Average deliveries per connection exclude the upper and lower 5 percent of the observations. 30 ------- Table 13 Number of Entry Points to the Distribution System Primary Water Source Primary Water Source Primarily Ground Water Systems Entry Points from Ground Water Sources Confidence interval Entry Points from Surface Water Sources Confidence interval Observations Primarily Surface Water Systems Entry Points from Ground Water Sources Confidence interval Entry Points from Surface Water Sources Confidence interval Observations Primarily Purchased Water Systems Entry Points from Ground Water Sources Confidence interval Entry Points from Surface Water Sources Confidence interval Observations All Systems Entry Points from Ground Water Sources Confidence interval Entry Points from Surface Water Sources Confidence interval Observations System Service Population Category 100 or Less 1.1 +|- 0. 1 0.0 +|- 0.0 83 0.1 +|- 0. 1 1.0 +|- 0.0 47 0.0 +|- 0.0 1.0 +|- 0.0 1 1.1 +|- 0. 1 0.0 +|- 0.0 131 Data: Q.6, Q. 7 Notes: For primarily 101 - 500 1.2 +|- 0. 1 0.0 +|- 0.0 99 0.1 +|- 0. 1 1.1 +|- 0. 1 66 2.0 +|- 0.0 0.0 +|- 0.0 1 1.2 +|- 0. 1 0.1 +|- 0.0 166 501 - 3,300 1.7 +|- 0.2 0.0 +|- 0.0 110 0.2 +|- 0.2 1.0 +|- 0.0 78 1.0 +|- 0.0 0.0 +|- 0.0 4 1.5 +|- 0.2 0.1 +|- 0.0 192 3,301 - 10,000 2.1 +|- 0.4 0.0 +|- 0.0 57 0.1 +|- 0.2 1.0 +|- 0. 1 64 0.9 +|- 0.2 0.1 +|- 0.2 4 1.6 +|- 0.3 0.3 +|- 0. 1 125 10,001 - 50,000 3.4 +I-0.7 0.1 +|- 0. 1 60 0.3 +|- 0.2 1.1 +|- 0. 1 83 2.6 +I-17 0.2 +|- 0.2 7 2.3 +|- 0.4 0.4 +|- 0. 1 150 50,001 - 100,000 9.7 +I-8.7 0.1 +|- 0. 1 38 0.3 +|- 0.3 1.4 +|- 0.2 54 2.3 +I-17 0.6 +|- 0.4 9 4.5 +|- 4.4 0.7 +|- 0.2 101 purchased water systems, the estimate of ground water 100,001- 500,000 11.6 +|- 3.0 0.3 +|- 0. 1 54 0.8 +|- 0.3 1.4 +|- 0. 1 122 2.8 +I-0.8 0.7 +|- 0.3 23 3.9 +|- 0.9 1.0 +|- 0. 1 199 and surface Over 500,000 39.3 +|- 38.4 0.0 +|- 0.0 6 1.4 +|- 0.9 3.0 +|- 0.3 39 15.7 +|- -73.3 1.0 +|- 0.3 5 8.6 +|- 4.4 2.4 +|- 0.4 50 water ent All Sizes 1.6 +|- 0. 1 0.0 +|- 0.0 507 0.2 +|- 0. 1 1.1 +|- 0.0 553 1.8 +|- 0.5 0.1 +|- 0. 1 54 1.4 +|- 0. 1 0.1 +|- 0.0 1,114 y points are for non-purchased water entry points only. The average number of entry points for ground water systems is driven up by one system with over 200 entry points. The average is reduced to 14.5 entry points when this system is excluded. 31 ------- Table 14 Number and Percentage of Systems Selling to Other Public Water Suppliers By Primary Water Source Primary Water Source Primarily Ground Water Systems Finished Water % of Systems Selling Finished Water Partially Treated or Untreated Water % of Systems Selling Treated or Untreated Water Observations Primarily Surface Water Systems Finished Water % of Systems Selling Finished Water Partially Treated or Untreated Water % of Systems Selling Treated or Untreated Water Observations Primarily Purchased Water Systems Finished Water % of Systems Selling Finished Water Partially Treated or Untreated Water % of Systems Selling Treated or Untreated Water Observations All Systems Finished Water % of Systems Selling Finished Water Partially Treated or Untreated Water % of Systems Selling Treated or Untreated Water Observations System Service 100 or Less * 0.0 242 2.3 88 * 0.0 * 0.0 49 * 0.0 * 0.0 8 * 0.0 242 2.1 145 Data: Q.21.A Notes: 101 - 500 129 1.0 * 0.0 105 * 0.0 * 0.0 67 * 0.0 * 0.0 23 129 0.8 * 0.0 195 501 - 3,300 436 5.0 * 0.0 111 181 16.9 * 0.0 78 12 0.3 * 0.0 48 628 4.7 * 0.0 237 3,301 - 10,000 343 13.0 48 1.8 62 195 22.6 12 1.4 65 174.2 16.3 * 0.0 27 713 15.6 60 1.3 154 Population Category 10,001 - 50,000 401 23.2 31 1.8 66 308 33.2 20 2.2 85 111.2 16.4 * 0.0 25 820 24.6 52 1.6 176 50,001 - 100,001- 100,000 500,000 70 32.3 5 2.1 40 140 60.7 5 2.0 54 35 24.0 * 0.0 30 246 41.2 9 1.5 124 29 25.0 4 3.6 56 176 66.3 25 9.5 124 35 36.9 2 2.0 45 241 50.3 32 6.6 225 Over 500,000 10 76.1 * 0.0 6 56 89.7 13 20.5 39 9 39.4 3 12.9 13 76 75.9 16 16.1 58 All Sizes 1,418 3.9 330 0.9 534 1,056 24.2 75 1.7 561 378 4.4 5 0.1 219 2,851 5.8 410 0.8 1,314 32 ------- Table 15 Water Systems Not Providing Any Treatment By Primary Water Source Primary Water Source Primarily Ground Water Systems % of Systems Confidence Interval # of Entry Points Confidence Interval Observations Primarily Surface Water Systems % of Systems Confidence Interval # of Entry Points Confidence Interval Observations Primarily Purchased Water Systems % of Systems Confidence Interval # of Entry Points Confidence Interval Observations All Systems % of Systems Confidence Interval # of Entry Points Confidence Interval Observations System Service 100 or Less 28.1 +|- 10.4 1.1 +|- 0. 1 22 0.0 +|- 0.0 * * 0 0.0 +|- 0.0 * * 1 27.5 +|- 10.2 1.1 +|- 0. 1 22 Data: Q.6 Notes: Number of e 101 - 500 24.3 +|- 10.2 1.3 +|- 0.2 23 0.0 +|- 0.0 * * 0 0.0 +|- 0.0 * * 1 22.8 +|- 9.6 1.3 +|- 0.2 23 ntry points 501 - 3,300 10.3 +|- 8.3 2.0 +|- 0.6 11 0.0 +|- 0.0 * * 0 25.2 +|- 43.0 1.0 +|- 0.0 1 9.6 +|- 7.3 1.9 +|- 0.6 12 and observa 3,301 - 10,000 4.0 +|- 5.4 3.5 +|- 4.3 2 0.0 +|- 0.0 * * 0 0.0 +|- 0.0 * * 4 2.8 +|- 3.9 3.5 +|- 4.3 2 Population Category 10,001 - 50,000 0.0 +|- 0.0 * * 60 0.0 +|- 0.0 * * 0 22.2 +|- 36.9 4.0 +|- 0.0 1 1.2 +|- 2.3 4.0 +|- 0.0 1 50,001 - 100,001- 100,000 2.5 +|- 4.4 1.0 +|- 0.0 1 0.0 +|- 0.0 * * 0 23.7 +I-25.8 3.1 +|- 13 2 3.1 +|- 3. 1 2.3 +|- 19 3 500,000 5.7 +|- 4.5 7.3 +|- 7.4 3 0.0 +|- 0.0 * * 0 4.5 +|- 6.3 7.0 +|- 0.0 1 2.0 +|- 1.4 7.3 +|- 5.5 4 Over 500,000 0.0 +|- 0.0 * * 6 0.0 +|- 0.0 * * 0 0.0 +|- 0.0 * * 5 0.0 +|- 0.0 * * 50 All Sizes 19.1 +|- 5. 1 0.2 +|- 0. 1 62 0.0 +|- 0.0 * * 0 15.5 +|- -79.6 0.2 +|- 0.2 5 17.0 +|- 4.5 1.6 +|- 0. 1 67 ions are for systems that do not treat. Categories where all systems treat are denoted as zero. Excludes systems that purchase 100% of their water. 33 ------- Table 16 Ground Water Entry Points Not Receiving Treatment By Primary Water Source Primary Water Source Primarily Ground Water Systems # of Ground Water Entry Points Untreated per System Confidence Interval # of Wells per Untreated Entry Point Confidence Interval % Ground Water Entry Points Untreated per System Confidence Interval % that are Seasonal/Emergency Confidence Interval Observations Primarily Surface Water Systems # of Ground Water Entry Points Untreated per System Confidence Interval # of Wells per Untreated Entry Point Confidence Interval % Ground Water Entry Points Untreated per System Confidence Interval % that are Seasonal/Emergency Confidence Interval Observations System Service Population Category 100 or Less 0.3 +|- 0. 1 1.2 +|- 0.2 28.8 +|- 10.5 3.7 +|- 7.6 83 0.0 +|- 0.0 1.2 +|- 0.2 0.0 +|- 0.0 6.4 +|- 8.8 47 101 - 500 0.3 +|- 0. 1 1.3 +|- 0.3 24.3 +|- 10.2 3.8 +|- 8. 1 99 0.0 +|- 0.0 * * 0.0 +|- 0.0 * * 66 501 - 3,300 0.2 +|- 0.2 1.1 +|- 0.3 10.7 +|- 8.3 0.0 +|- 0.0 110 0.0 +|- 0.0 * * 2.0 +|- 4.2 * * 78 3,301 - 10,000 0.2 +|- 0.2 * * 5.1 +|- 5.9 * * 57 0.1 +|- 0. 1 * * 17.0 +|- 35.4 * * 64 10,001 - 50,000 0.1 +|- 0.2 3.8 +|- 0.0 3.4 +|- 6. 1 100.0 +|- 0.0 60 0.0 +|- 0.0 2.5 +|- 18 4.6 +|- 5.9 1.6 +I-2.8 83 50,001 - 100,001- 100,000 500,000 2.9 +I-4.7 2.6 +|- 15 9.9 +|- -72.2 47.9 +|- 36.5 38 0.0 +|- 0.0 * * 0.0 +|- 0.0 * * 54 1.2 +|- 0.9 * * 10.1 +|- 5.6 * * 54 0.1 +|- 0. 1 * * 9.1 +|- 8.6 * * 122 Over 500,000 0.0 +|- 0.0 * * 0.0 +|- 0.0 * * 6 0.0 +|- 0.0 * * 1.3 +|- 15 * * 39 All Sizes 0.3 +|- 0. 1 1.2 +|- 0. 1 19.7 +|- 5.2 5.0 +I-4.7 507 0.0 +|- 0.0 3.7 +|- 19 5.2 +|- 5.2 88.9 +|- 8.0 553 (Continued) 34 ------- Table16(Cont.) Ground Water Entry Points Not Receiving Treatment By Primary Water Source Primary Water Source Primarily Purchased Water Systems # of Ground Water Entry Points Untreated per System Confidence Interval # of Wells per Untreated Entry Point Confidence Interval % Ground Water Entry Points Untreated per System Confidence Interval % that are Seasonal/Emergency Confidence Interval Observations All Systems # of Ground Water Entry Points Untreated per System Confidence Interval # of Wells per Untreated Entry Point Confidence Interval % Ground Water Entry Points Untreated per System Confidence Interval % that are Seasonal/Emergency Confidence Interval Observations System Service 100 or Less 0.0 +|- 0.0 1.0 +|- 0.0 * * 0.0 +|- 0.0 1 0.3 +|- 0. 1 1.2 +|- 0.2 28.8 +|- 10.4 3.7 +|- 7.6 131 Data: Q.6 Notes: Number of e 101 - 500 1.0 +|- 0.0 1.0 +|- 0.0 50.0 +|- 0.0 100.0 +|- 0.0 1 0.3 +|- 0. 1 1.2 +|- 0.2 24.5 +|- 10.2 6.2 +|- 8.5 166 501 - 3,300 0.3 +|- 0.4 1.0 +|- 0.0 25.2 +\-43.1 25.9 +|- 15.5 4 0.2 +|- 0.2 1.2 +|- 0.3 11.0 +|- 8.0 7.4 +I--718 192 3,301 - 10,000 0.0 +|- 0.0 20.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 4 0.1 +|- 0.2 1.1 +|- 0.3 5.3 +|- 5.6 0.0 +|- 0.0 125 ntry points that are not treated per s Population Category 10,001 - 50,000 0.9 +|- 1.5 3.7 +|- 19 26.7 +|- 43.4 88.9 +|- 8.0 7 0.1 +|- 0. 1 1.0 +|- 0.0 5.1 +|- 6.2 25.9 +|- 75.5 150 50,001 - 100,001- 100,000 0.7 +|- 0.9 * * 30.5 +|- 32.0 * * 9 1.3 +|- 2.2 7.0 +|- 8. 1 11.4 +|- 10.3 80.0 +I-49.8 101 500,000 0.8 +|- 0.6 * * 16.0 +\-11.0 * * 23 0.4 +|- 0.3 2.7 +|- 1.3 11.1 +|- 4.4 18.6 +|- 72.9 199 ystem include both treated and Over 500,000 0.8 +I-0.8 * * 2.0 +|- 2.0 * * 5 0.1 +I-0.7 * * 0.8 +I-0.8 * * 50 untreated e All Sizes 0.5 +|- 0.4 1.4 +|- 0.6 26.1 +I-218 44.4 +\-55.1 54 0.3 +I-0.7 1.3 +|- 0. 1 19.6 +|- 5. 1 6.2 +|- 4.9 1,114 ntry points, i.e, systems that treat all of their entry points are included in the analysis as zeros. 35 ------- Table 17 Number of Water Treatment Plants per System By Primary Water Source Primary Water Source Ground Water Systems 100% Ground Water Systems Number of Water Treatment Plants/System Confidence Interval Number of Wells/Plant Confidence Interval Observations Primarily Ground Water Systems Number of Water Treatment Plants/System Confidence Interval Number of Wells/Plant Confidence Interval Percentage of Plants Treating Surface Water Confidence Interval Observations Surface Water Systems 100% Surface Water Systems Number of Water Treatment Plants/System Confidence Interval Observations Primarily Surface Water Systems Number of Water Treatment Plants/System Confidence Interval Number of Wells/Plant Confidence Interval Percentage of Plants Treating Surface Water Confidence Interval Observations System Service Population Category 100 or Less 1.1 +|- 0. 1 1.6 +|- 0.4 60 1.0 +|- 0.0 4.0 +|- 0.0 100.0 +|- 0.0 1 1.0 +|- 0.0 42 1.6 +|- 0.6 0.5 +|- 0.2 60.7 +|- 23.9 5 101 - 500 1.2 +|- 0. 1 1.8 +|- 0.3 75 1.0 +|- 0.0 1.0 +|- 0.0 0.0 +|- 0.0 1 1.1 +|- 0. 1 62 2.3 +|- 2.0 0.9 +|- 0.3 44.3 +I-38.7 4 501 - 3,300 1.7 +|- 0.2 1.8 +|- 0.4 95 1.5 +|- 0.5 2.8 +|- 2.0 16.7 +|- 25.8 4 1.1 +|- 0. 1 61 1.7 +|- 0.2 0.9 +|- 0.4 57.4 +|- 8.2 17 3,301 - 10,000 2.1 +|- 0.5 2.4 +|- 0.9 41 1.7 +|- 0.4 5.7 +|- 4. 1 11.7 +\-11.1 17 1.1 +|- 0. 1 49 1.1 +|- 0. 1 0.3 +|- 0.2 74.1 +I-313 15 10,001 - 50,000 3.4 +I-0.8 2.3 +|- 0.6 47 2.7 +|- 12 2.1 +|- 0.9 14.7 +|- 14.0 16 1.1 +|- 0. 1 57 1.9 +|- 0.5 1.7 +|- 0.9 59.1 +|- 12.8 28 50,001 - 100,001- 100,000 500,000 7.6 +|- 5.3 1.8 +|- 2.4 26 5.7 +|- 2.2 1.9 +|- 0.9 4.2 +|- 3.4 11 1.5 +|- 0.3 35 2.1 +I-0.8 1.6 +|- 10 60.4 +1-22.8 19 9.3 +|- 2.6 8.8 +|- 6. 1 30 13.7 +|- 6.2 3.1 +|- 13 5.1 +I-2.7 22 1.3 +|- 0. 1 76 3.5 +I-0.8 1.6 +I-0.8 44.0 +|- 9.0 46 Over 500,000 11.1 +I--717 5.3 +|- 3.2 4 129.0 +I-80.7 2.7 +|- 0.3 0.0 +|- 0.0 2 3.2 +|- 0.4 20 5.8 +|- 19 1.2 +|- 0.4 48.2 +|- 15.8 19 All Sizes 1.5 +|- 0. 1 2.0 +|- 0.2 378 2.7 +|- 0.6 3.3 +|- 12 10.1 +I-5.7 74 1.1 +|- 0.0 402 1.9 +|- 0.2 1.3 +|- 0.4 56.7 +|- 6.0 153 (Continued) 36 ------- Table17(Cont.) Number of Water Treatment Plants per System By Primary Water Source Primary Water Source Purchased Water Systems 100% Purchased Water Systems Number of Water Treatment Plants/System Confidence Interval Observations Primarily Purchased Water Systems Number of Water Treatment Plants/System Confidence Interval Number of Wells/Plant Confidence Interval Percentage of Plants Treating Surface Water Confidence Interval Observations All Systems Number of Water Treatment Plants/System Confidence Interval Number of Wells/Plant Confidence Interval Percentage of Plants Treating Surface Water Confidence Interval Observations System Service Population Category 100 or Less 1.0 +|- 0.0 2 1.0 0.0 0.0 0.0 100.0 0.0 1.0 1.1 +|- 0. 1 1.6 +|- 0.3 3.0 +I-0.8 111 Data: Q.6, Q.7 101 - 500 1.4 +|- 0.5 4 1.0 0.0 3.0 0.0 0.0 0.0 1.0 1.2 +|- 0. 1 1.6 +|- 0.2 5.5 +|- 2.4 147 501 - 3,300 1.4 +|- 0.2 12 1.3 +|- 0.5 7.7 +|- 13.4 0.0 +|- 0.0 3 1.6 +|- 0.2 1.7 +|- 0.5 7.4 +|- 2.2 192 3,301 - 10,000 1.0 +|- 0.0 6 1.3 +|- 0.5 0.9 +I-0.7 9.1 +|- 18. 7 4 1.7 +|- 0.3 2.5 +|- 1.0 16.5 +|- 3.9 132 10,001 - 50,000 1.0 +|- 0.0 2 2.2 +|- 0.9 0.8 +|- 0.3 6.3 +|- 9.6 8 2.5 +|- 0.4 2.0 +|- 0.4 17.2 +|- 3.9 158 50,001 - 100,000 2.4 +|- 0.9 3 2.9 +|- 1.3 1.2 +|- 0.6 22.9 +|- 18.0 8 4.1 +|- 2. 1 1.5 H-1.1 18.8 +|- 12.4 102 100,001- 500,000 1.3 +|- 0.4 7 3.1 +|- 0.8 4.4 +|- 3.5 24.1 +\-11.6 22 4.4 +|- 0.9 4.2 +|- 2.0 23.1 +I-4.7 203 Over 500,000 1.5 +|- 0.4 2 15.9 +|- 72.2 1.0 +|- 0.0 6.3 +|- 6.4 5 10.6 +|- 4.5 2.2 +|- 0.4 21.5 +|- 9.2 52 All Sizes 1.3 +|- 0.2 38 1.8 +|- 0.5 3.0 +|- 2.8 7.9 +|- 4.9 52 1.5 +|- 0. 1 1.9 +|- 0.2 9.9 +I-17 1,097 Notes: Includes systems with at least one treatment plant only. See "Plant" definition in introduction Number of Wells/Plant refers to the average number of ground water wells treated at each water treatment plant. For primarily surface water systems, a treatment plant may only treat ground water, but the majority of the water in the system comes from a surface water source. 37 ------- Please note that the unit of analysis changes for the following tables. Tables 18-42 report data for treatment plants rather than water systems. 38 ------- Table 18 Number of Wells Treated per Treatment Plant By Water Source Water Source Ground Water Plants Number of Wells/Plant Confidence Interval Observations Mixed Plants Number of Wells/Plant Confidence Interval Observations All Plants Number of Wells/Plant Confidence Interval Observations System Service Population Category 100 or Less 1.7 +|- 0.4 65 2.6 +|- 1.8 3 1.7 +|- 0.4 68 Data: Q.6, Q.7 101 - 500 1.8 +|- 0.2 93 1.8 +|- 0.3 7 1.8 +|- 0.2 100 501 - 3,300 1.8 +|- 0.4 170 7.8 +|- 8.4 9 1.9 +|- 0.6 179 3,301 - 10,000 3.2 +|- 1.3 104 1.9 +|- 0.9 7 3.1 +|- 1.3 111 10,001 - 50,000 2.3 +|- 0.5 210 3.2 +|- 1.5 11 2.3 +|- 0.5 221 50,001 - 100,000 3.4 +|- 1.3 133 7.6 +|- 4.3 4 3.6 +|- 1.2 137 Notes: This table reports the number of wells treated per ground water plant. 100,001- 500,000 5.4 +I-2.7 604 9.7 +|- 7.5 12 5.5 +|- 2.6 616 Plants with Over 500,000 2.8 +|- 0.6 439 1.0 +|- 0.0 1 2.8 +|- 0.6 440 sources All Sizes 2.1 +|- 0.2 1,818 4.5 +|- 3.4 54 2.2 +|- 0.3 1,872 other than wells are excluded. Ground water plants are defined as treating wells only. For this analysis mixed plants treat at least one well and one non-ground water source. 39 ------- Table 19 Treatment Plant Flow Characteristics By Water Source (Thousands of Gallons/Day) Water Source Ground Water Plants Average Daily Flow Confidence Interval Peak Daily Flow Confidence Interval Design Capacity Confidence Interval Surface Water Plants Average Daily Flow Confidence Interval Peak Daily Flow Confidence Interval Design Capacity Confidence Interval Mixed Plants Average Daily Flow Confidence Interval Peak Daily Flow Confidence Interval Design Capacity Confidence Interval System Service Population Category 100 or Less 19 +|- 74 36 +I-20 121 +I-55 9 23 61 +I-28 30 40 37 36 106 104 101 - 500 23 48 +|- 72 186 +I-54 52 +I-25 122 +I-69 249 +|- 730 29 335 364 +|- 727 501 - 3,300 89 +I-20 196 +I-48 536 +|- 757 226 +I-63 476 +|- 742 835 +|- 237 208 +I-46 332 +I-88 455 +|- 207 3,301 - 10,000 397 770 +|- 204 1,278 +|- 407 819 1,364 +I-278 2,196 +|- 355 2,086 +|- 7,582 3,967 +|- 3,346 8,405 +1-7,788 10,001 - 50,000 862 +|- 276 1,728 +|- 480 2,309 +|- 674 2,763 +|- 733 4,955 +|- 7,644 6,718 +|- 2,074 2,961 +1-7,708 4,151 +|- 7,586 5,748 +1-2,797 50,001 - 100,000 2,686 +|- 7,234 4,367 +|- 7,827 5,789 +|- 2,465 7,105 +|- 7,200 1 1 ,739 +|- 2,090 16,503 +|- 3,007 5,141 +|- 3,464 7,598 +|- 5,400 12,054 +|- 4,002 100,001- 500,000 2,502 +|- 637 4,793 +|- 7,772 5,907 +|- 7,467 16,297 +|- 7,647 27,271 +1-2,996 37,032 +1-4,747 20,651 +1-5,458 34,470 +|- 70,080 46,633 +|- 73,460 Over 500,000 3,260 +|- 2,565 5,330 +|- 3,425 6,633 +1-3,702 62,444 +|- 70,508 96,947 +|- 75,924 127,739 +|- 22,577 47,328 +|- 36,992 58,628 +|- 42,574 81 ,635 +1-58,774 All Sizes 370 +I-54 695 +I-93 1,061 +|- 736 5,507 +|- 652 8,999 +|- 7,055 12,226 +|- 7,443 1,994 +|- 7,042 3,250 +|- 7,662 4,974 +1-2,883 (Continued) 40 ------- Table19(Cont.) (Table 13 in the 2000 Report, Table 16 from draft 1) Treatment Plant Flow Characteristics By Water Source (Thousands of Gallons/Day) Water Source All Plants Average Daily Flow Confidence Interval Peak Daily Flow Confidence Interval Design Capacity Confidence Interval System Service Population Category 100 or Less 19 +|- 14 35 +I-20 119 +I-53 Data: Q.6, Q.7 101 - 500 24 +|-5 56 +|- 16 191 +I-52 Notes: Excludes plants that treat 501 - 3,301 - 3,300 10,000 104 +|- 20 H 223 +|- 48 H 559 +|- 738 H only treated 523 H|- -729 966 H|- 237 1,647 H|- 497 10,001 - 50,000 1,290 +|- 295 2,425 +|- 545 3,265 +|- 746 50,001 - 100,000 3,979 +1-7,743 6,519 +1-7,780 8,997 +|- 2,458 100,001- 500,000 6,892 +|- -7,226 1 1 ,948 +1-2,046 15,805 +|- 2, 795 Over 500,000 19,623 +|- -77,009 30,600 +|- -76,693 40,009 +|- 27,639 All Sizes 986 +|- 703 1,689 +|- 770 2,407 +|- 247 purchased water. Table presents average flows for plants in the sample. It includes only plants that reported complete data for average daily production, peak daily production, and design capacity. 41 ------- Table 20 Ratio of Design Capacity to Average and Peak Daily Production By Water Source Water Source Ground Water Plants Ratio: Design Capacity to Average Daily Production Confidence interval Ratio: Design Capacity to Peak Daily Production Confidence interval Observations Surface Water Plants Ratio: Design Capacity to Average Daily Production Confidence interval Ratio: Design Capacity to Peak Daily Production Confidence interval Observations Mixed Plants Ratio: Design Capacity to Average Daily Production Confidence interval Ratio: Design Capacity to Peak Daily Production Confidence interval Observations All Plants Ratio: Design Capacity to Average Daily Production Confidence interval Ratio: Design Capacity to Peak Daily Production Confidence interval Observations System Service 100 or Less 16.77 +|- 9.49 7.49 +|- 3.41 43 8.42 +|- 3.56 3.60 +|- 157 34 4.71 +I-2.87 2.57 +|- 100 +|- 3.00 16.46 +|- 9. 16 7.34 +|- 3.28 80 Data: Q.6, Q.7 101 - 500 10.57 +|- 3.05 5.05 +|- 135 72 7.18 +|- 4.01 2.58 +|- 100 46 12.55 +\-4.17 1.11 +|- 0.07 5 10.47 +I-2.87 4.88 +|- 128 123 Notes: Table presents average 501 - 3,300 7.91 +|- 190 3.79 +|- 105 137 4.26 +|- 0.54 2.19 +|- 0.53 65 2.10 +|- 0.64 1.40 +|- 0.54 10 7.46 +|- 170 3.60 +|- 0.93 212 3,301 - 10,000 5.55 +|- 2.08 1.81 +|- 0.37 84 2.96 +|- 0.47 1.75 +|- 0. 19 70 3.40 +|- 0.91 1.92 +|- 0.31 6 4.97 +|- 162 1.82 +|- 0.25 160 Population Category 10,001 - 50,000 3.60 +|- 0.69 1.48 +|- 0.20 175 3.50 +|- 169 1.93 +|- 0.99 88 1.99 +|- 0.43 1.38 +|- 0.22 9 3.54 +|- 0.63 1.56 +|- 0.25 272 50,001 - 100,001- 100,000 2.85 +|- 0.38 2.09 +|- 0.90 169 2.62 +|- 0.53 1.47 +\-0.11 79 4.20 +|- 3.04 3.68 +|- 3.30 4 3.04 +|- 0.46 1.95 +|- 0.65 252 ratios for plants in the sample. It includes only 500,000 3.83 +I-0.80 1.28 +|- 0.09 430 2.90 +|- 0.56 1.40 +|- 0.05 191 2.40 +|- 0.36 1.51 +|- 0.26 15 3.51 +|- 0.56 1.32 +|- 0.06 636 plants that Over 500,000 6.51 +|- 142 2.51 +|- 0.51 281 2.14 +|- 0. 10 1.32 +|- 0.04 108 3.21 +|- 133 1.44 +|- 0.05 2 5.24 +|- 163 2.16 +|- 0.53 391 reported All Sizes 8.78 +|- 170 4.00 +|- 0.69 1,391 3.85 +|- 0.55 1.95 +|- 0.28 681 4.64 +|- 3.63 1.51 +|- 0.31 54 8.13 +|- 146 3.71 +|- 0.59 2,126 complete data for average daily production, peak daily production, and design capacity. Excludes plants that treat only purchased treated water. 42 ------- Table 21 Treatment Objectives Percentage of Plants Having Each Treatment Objective By Water Source Water Source Ground Water Plants Algae control Corrosion control Primary disinfection Secondary disinfection Disinfectant byproduct control Dechlori nation Oxidation Iron removal Manganese removal Taste/odor control TOC removal Particulate/turbidity removal Softening (hardness removal) Recarbonation Organic chemical contaminant removal (e.g., VOCs, pesticides) Inorganic chemical contaminant removal (e.g., arsenic) Radionuclides contaminant removal Security Mussel control Fluoridation Other Observations System Service 100 or Less 0.0 11.5 86.6 12.9 0.0 0.0 1.5 23.3 6.5 3.0 0.0 10.2 10.2 0.0 0.0 6.7 1.7 0.0 0.0 1.7 1.7 62 101 - 500 0.0 14.0 90.6 13.6 0.0 0.0 13.9 20.8 13.9 3.4 0.0 3.6 4.5 0.0 0.0 11.5 0.0 0.0 0.0 8.0 1.1 89 501 - 3,300 2.4 14.5 90.8 14.3 1.0 0.0 6.3 28.5 10.3 7.7 0.6 4.8 3.6 0.6 0.4 0.6 0.6 0.0 0.0 14.5 0.0 161 3,301 - 10,000 0.0 20.2 91.1 5.1 12.2 1.0 10.5 19.0 14.9 12.3 2.0 8.9 8.5 2.0 2.0 2.0 0.0 1.0 0.0 30.7 6.1 108 Population Category 10,001 - 50,000 0.3 32.7 91.4 5.6 7.1 0.6 6.7 18.2 14.0 14.7 1.0 3.7 1.4 0.0 5.8 0.1 4.1 2.3 0.0 11.3 1.0 230 50,001 - 100,001- 100,000 500,000 1.4 18.1 97.2 7.1 7.1 0.6 4.6 51.5 51.7 8.1 1.4 7.7 5.7 1.0 4.9 1.4 1.4 0.0 0.0 29.3 0.3 197 4.6 31.7 89.9 6.6 6.8 0.0 4.2 9.2 5.2 8.2 1.8 6.8 4.4 1.2 9.4 2.5 0.4 0.0 0.0 29.6 4.6 658 Over 500,000 0.0 54.0 93.2 11.2 6.5 0.0 11.0 18.6 7.8 10.5 0.2 4.6 1.9 0.9 11.6 2.5 0.2 0.0 0.0 12.8 0.9 444 All Sizes 0.9 17.9 90.4 11.4 3.0 0.2 7.7 23.6 12.6 7.3 0.6 5.9 5.2 0.5 1.7 4.4 1.0 0.4 0.0 12.8 1.5 1,949 (Continued) 43 ------- Table 21 (Cont.) Treatment Objectives Percentage of Plants Having Each Treatment Objective By Water Source Water Source Surface Water Plants Algae control Corrosion control Primary disinfection Secondary disinfection Disinfectant byproduct control Dechlori nation Oxidation Iron removal Manganese removal Taste/odor control TOC removal Particulate/turbidity removal Softening (hardness removal) Recarbonation Organic chemical contaminant removal (e.g., VOCs, pesticides) Inorganic chemical contaminant removal (e.g., arsenic) Radionuclides contaminant removal Security Mussel control Fluoridation Other Observations System Service 100 or Less 0.0 11.2 100.0 15.5 0.0 0.0 3.1 3.1 0.0 3.1 8.7 77.5 1.6 0.0 0.0 1.5 0.0 0.0 0.0 0.0 1.5 43 101 - 500 2.4 14.3 97.2 37.4 1.2 0.0 7.3 5.9 3.9 7.6 11.0 65.4 3.6 0.0 1.7 0.0 0.0 0.0 1.2 2.4 1.2 62 501 - 3,300 5.2 27.5 98.9 48.1 4.8 0.0 7.5 11.1 2.6 8.5 8.6 97.1 3.7 0.0 0.0 0.0 0.0 0.0 1.1 15.5 0.0 70 3,301 - 10,000 19.5 43.0 93.0 39.0 29.3 0.0 23.7 22.3 25.1 26.5 36.2 91.8 9.8 2.8 9.8 8.4 0.0 0.0 4.2 40.3 2.8 68 Population Category 10,001 - 50,000 16.6 59.3 90.8 45.2 30.0 0.0 21.8 25.6 38.1 45.2 35.2 88.4 8.1 2.3 10.7 6.1 1.3 1.2 3.6 54.6 6.2 89 50,001 - 100,001- 100,000 500,000 17.4 46.5 91.0 51.1 41.6 3.9 33.9 42.4 42.4 45.5 43.8 86.2 3.9 2.6 7.9 3.9 0.0 0.0 6.6 63.0 5.2 80 15.7 72.9 94.9 61.7 39.3 0.5 36.5 24.8 34.3 43.9 45.4 93.8 7.0 3.7 15.0 7.5 4.7 2.0 8.1 64.6 5.4 197 Over 500,000 20.2 73.1 89.1 63.9 36.1 0.0 37.8 15.9 20.1 47.1 50.4 85.7 11.8 5.9 7.6 2.5 0.8 0.0 5.0 72.3 1.7 111 All Sizes 12.1 41.9 94.6 45.0 21.0 0.3 19.0 18.9 20.8 26.7 27.2 87.8 6.3 1.8 6.5 4.0 0.7 0.4 3.3 36.1 3.0 720 (Continued) 44 ------- Table 21 (Cont.) Treatment Objectives Percentage of Plants Having Each Treatment Objective By Water Source Water Source Mixed Plants Algae control Corrosion control Primary disinfection Secondary disinfection Disinfectant byproduct control Dechlori nation Oxidation Iron removal Manganese removal Taste/odor control TOC removal Particulate/turbidity removal Softening (hardness removal) Recarbonation Organic chemical contaminant removal (e.g., VOCs, pesticides) Inorganic chemical contaminant removal (e.g., arsenic) Radionuclides contaminant removal Security Mussel control Fluoridation Other Observations System Service 100 or Less 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 23.5 75.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 101 - 500 0.0 8.4 100.0 0.0 0.0 0.0 8.4 12.6 8.4 0.0 0.0 12.6 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 7 501 - 3,300 4.1 25.7 100.0 35.8 0.0 0.0 13.6 5.5 5.5 0.0 5.5 21.8 21.6 0.0 0.0 0.0 0.0 0.0 0.0 13.6 0.0 10 3,301 - 10,000 7.5 51.6 100.0 36.6 22.5 0.0 15.0 7.5 7.5 26.7 36.6 51.6 7.5 7.5 0.0 0.0 0.0 0.0 36.6 51.6 0.0 6 Population Category 10,001 - 50,000 0.0 42.7 85.8 71.5 24.1 0.0 28.5 17.0 17.0 24.1 21.4 66.8 33.2 14.2 7.1 7.1 0.0 7.1 7.1 28.5 0.0 13 50,001 - 100,000 0.0 48.4 100.0 24.2 24.2 0.0 72.6 48.4 48.4 72.6 72.6 72.6 0.0 24.2 100.0 24.2 0.0 0.0 0.0 48.4 24.2 4 100,001- 500,000 7.1 45.6 73.4 80.5 47.3 0.0 13.6 20.1 20.1 33.1 33.1 65.7 20.1 20.1 0.0 0.0 0.0 0.0 6.5 67.4 13.6 15 Over 500,000 0.0 48.7 100.0 0.0 100.0 0.0 51.3 51.3 0.0 0.0 100.0 100.0 0.0 0.0 51.3 51.3 51.3 0.0 0.0 48.7 0.0 2 All Sizes 3.1 31.3 96.3 36.2 11.4 0.0 16.9 11.0 10.0 12.4 16.4 38.0 15.9 5.4 3.7 2.1 0.2 1.4 8.5 23.5 1.0 60 (Continued) 45 ------- Table 21 (Cont.) Treatment Objectives Percentage of Plants Having Each Treatment Objective By Water Source Water Source All Plants Algae control Corrosion control Primary disinfection Secondary disinfection Disinfectant byproduct control Dechlori nation Oxidation Iron removal Manganese removal Taste/odor control TOC removal Particulate/turbidity removal Softening (hardness removal) Recarbonation Organic chemical contaminant removal (e.g., VOCs, pesticides) Inorganic chemical contaminant removal (e.g., arsenic) Radionuclides contaminant removal Security Mussel control Fluoridation Other Observations System Service 100 or Less 0.0 11.5 87.0 13.0 0.0 0.0 1.6 22.6 6.3 3.0 0.3 12.2 9.9 0.0 0.0 6.5 1.7 0.0 0.0 1.7 1.7 108 Data: Q.8 101 - 500 0.1 13.9 91.1 14.7 0.1 0.0 13.4 19.9 13.2 3.6 0.6 7.1 4.4 0.0 0.1 10.7 0.0 0 0.1 7.6 1.1 158 501 - 3,300 2.6 15.7 91.6 17.2 1.2 0.0 6.5 26.7 9.6 7.6 1.3 12.0 4.0 0.5 0.3 0.5 0.5 0.0 0.1 14.6 0.0 241 3,301 - 10,000 3.2 24.6 91.7 11.3 15.2 0.8 12.7 19.2 16.3 14.9 8.3 22.9 8.6 2.3 3.2 3.0 0.0 0.8 1.7 32.8 5.5 182 Population Category 10,001 - 50,000 2.8 37.1 91.2 13.4 11.1 0.5 9.6 19.3 17.8 19.7 6.9 18.6 3.2 0.7 6.6 1.2 3.6 2.3 0.7 18.5 1.8 332 50,001 - 100,000 4.4 23.7 96.1 15.5 13.7 1.2 10.8 49.8 49.9 15.7 10.0 23.0 5.3 1.5 6.4 2.1 1.1 0.0 1.2 39.4 1.5 281 100,001- 500,000 7.2 41.3 90.8 20.4 14.9 0.1 11.7 12.9 12.1 16.8 12.3 27.7 5.2 2.1 10.5 3.6 1.4 0.5 2.0 38.2 4.9 870 Over 500,000 4.4 58.1 92.4 22.6 13.3 0.0 17.0 18.1 10.4 18.4 11.5 22.5 4.0 2.0 10.8 2.7 0.5 0.0 1.1 25.8 1.1 557 All Sizes 2.0 20.5 90.9 15.0 4.8 0.2 8.9 22.9 13.4 9.2 3.4 14.2 5.5 0.7 2.2 4.3 1.0 0.4 0.5 15.3 1.6 2,729 Notes: Excludes plants that treat purchased water. 46 ------- Table 22 Treatment Objectives Percentage of Plants Having Each Treatment Objective By Water Source and Plant Average Daily Production Water Source Ground Water Plants Algae control Corrosion control Primary disinfection Secondary disinfection Disinfectant byproduct control Dechlori nation Oxidation Iron removal Manganese removal Taste/odor control TOC removal Particulate/turbidity removal Softening (hardness removal) Recarbonation Organic chemical contaminant removal (e.g., VOCs, pesticides) Inorganic chemical contaminant removal (e.g., arsenic) Radionuclides contaminant removal Security Mussel control Fluoridation Other Observations Plant Average 0- 0.01 0.0 12.4 89.1 13.0 0.3 0.0 7.1 26.7 13.7 2.4 0.0 7.5 7.4 0.0 0.0 8.3 1.3 0.0 0.0 0.4 1.3 121 0.01 - 0.1 1.4 11.9 90.8 12.9 1.6 0.0 8.9 21.4 9.7 5.1 0.0 3.7 3.0 0.0 0.4 4.4 0.0 0.3 0.0 13.8 0.7 339 0.1 - 1.0 1.0 26.2 91.1 8.4 5.0 0.7 7.4 26.3 17.2 11.2 1.6 5.8 5.2 1.5 3.4 1.5 1.7 1.1 0.0 19.4 2.5 796 Daily Production 1.0- 10.0 1.5 31.4 93.1 6.9 11.0 0.3 8.9 15.9 12.3 18.6 2.3 9.2 3.7 0.3 7.5 1.7 3.6 0.0 0.0 21.3 3.1 631 (MGD) 10.0- 100.0 4.7 26.6 94.5 19.2 8.6 0.0 16.7 62.1 58.2 24.1 5.7 42.6 24.0 8.5 12.5 4.7 3.9 0.0 0.0 47.6 6.4 60 Over 100 0.0 50.0 100.0 0.0 50.0 0.0 0.0 50.0 50.0 0.0 50.0 100.0 100.0 100.0 50.0 0.0 0.0 0.0 0.0 50.0 0.0 2 All Sizes 1.0 17.5 90.7 11.3 3.0 0.2 8.1 23.9 13.2 7.3 0.6 5.9 4.9 0.5 1.7 4.3 1.1 0.4 0.0 12.7 1.6 1,949 (Continued) 47 ------- Table 22 (Cont.) Treatment Objectives Percentage of Plants Having Each Treatment Objective By Water Source and Plant Average Daily Production Water Source Surface Water Plants Algae control Corrosion control Primary disinfection Secondary disinfection Disinfectant byproduct control Dechlori nation Oxidation Iron removal Manganese removal Taste/odor control TOC removal Particulate/turbidity removal Softening (hardness removal) Recarbonation Organic chemical contaminant removal (e.g., VOCs, pesticides) Inorganic chemical contaminant removal (e.g., arsenic) Radionuclides contaminant removal Security Mussel control Fluoridation Other Observations Plant Average 0- 0.01 0.0 22.1 100.0 28.4 1.4 0.0 1.3 5.8 16.1 5.2 11.0 77.3 1.3 0.0 1.2 1.2 0.0 0.0 0.0 1.4 1.2 50 0.01 - 0.1 3.6 26.7 98.0 48.1 2.8 0.0 5.9 16.4 3.7 9.9 9.3 81.5 4.5 0.0 0.9 0.0 0.0 0.0 0.9 1.1 0.9 77 0.1 - 1.0 12.1 32.4 96.7 41.7 17.1 0.0 15.6 10.3 14.4 16.7 21.4 89.6 4.1 0.0 4.1 3.3 0.0 0.8 3.3 30.8 2.4 113 Daily Production 1.0- 10.0 17.8 56.6 89.9 45.6 32.3 1.0 28.2 31.4 36.8 44.5 38.3 92.2 9.7 3.7 11.3 6.7 1.7 0.3 4.5 58.7 4.3 230 (MGD) 10.0- 100.0 16.8 67.6 97.5 57.6 40.8 0.0 35.5 20.5 28.1 45.1 54.7 95.1 9.0 5.0 13.0 4.7 1.9 0.8 6.9 64.4 5.9 231 Over 100 5.3 68.4 89.5 73.7 52.6 0.0 15.8 10.5 15.8 52.6 26.3 78.9 15.8 10.5 10.5 0.0 0.0 0.0 5.3 89.5 5.3 19 All Sizes 12.2 42.6 94.9 45.2 21.3 0.3 19.2 19.2 21.4 27.1 27.6 88.8 6.5 1.8 6.7 3.8 0.8 0.4 3.4 36.7 3.1 720 (Continued) 48 ------- Table 22 (Cont.) Treatment Objectives Percentage of Plants Having Each Treatment Objective By Water Source and Plant Average Daily Production Water Source Mixed Plants Algae control Corrosion control Primary disinfection Secondary disinfection Disinfectant byproduct control Dechlorination Oxidation Iron removal Manganese removal Taste/odor control TOC removal Particulate/turbidity removal Softening (hardness removal) Recarbonation Organic chemical contaminant removal (e.g., VOCs, pesticides) Inorganic chemical contaminant removal (e.g., arsenic) Radionuclides contaminant removal Security Mussel control Fluoridation Other Observations Plant Average 0- 0.01 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 0.01 - 0.1 0.0 7.4 100.0 6.1 0.0 0.0 7.4 11.1 7.4 0.0 0.0 20.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9 0.1 - 1.0 5.8 23.8 97.2 32.5 5.8 0.0 15.4 6.7 6.7 7.5 7.5 19.0 25.5 2.9 0.0 0.0 0.0 0.0 0.0 15.4 0.0 15 Daily Production 1.0- 10.0 0.0 67.2 93.3 69.5 30.3 0.0 27.3 18.0 18.0 30.6 47.3 89.7 11.4 13.6 12.6 5.7 0.0 5.7 34.7 57.8 3.2 21 (MGD) 10.0 - Over 100.0 100 7.6 58.1 79.1 73.3 41.3 0.0 36.7 27.3 21.5 44.8 43.6 78.5 21.5 21.5 22.1 22.1 5.8 0.0 7.0 66.3 7.0 13 All Sizes 3.1 31.3 96.3 36.2 11.4 0.0 16.9 11.0 10.0 12.4 16.4 38.0 15.9 5.4 3.7 2.1 0.2 1.4 8.5 23.5 1.0 60 (Continued) 49 ------- Table 22 (Cont.) Treatment Objectives Percentage of Plants Having Each Treatment Objective By Water Source and Plant Average Daily Production Water Source All Plants Algae control Corrosion control Primary disinfection Secondary disinfection Disinfectant byproduct control Dechlori nation Oxidation Iron removal Manganese removal Taste/odor control TOC removal Particulate/turbidity removal Softening (hardness removal) Recarbonation Organic chemical contaminant removal (e.g., VOCs, pesticides) Inorganic chemical contaminant removal (e.g., arsenic) Radionuclides contaminant removal Security Mussel control Fluoridation Other Observations Plant Average 0- 0.01 0.0 12.6 89.4 13.4 0.3 0.0 6.9 26.1 13.7 2.5 0.3 9.3 7.2 0.0 0.0 8.1 1.2 0.0 0.0 0.5 1.3 173 Data: Q.8 Notes: Excludes plants 0.01 - 0.1 1.5 12.5 91.3 14.5 1.7 0.0 8.7 21.1 9.4 5.3 0.4 7.6 3.1 0.0 0.4 4.1 0.0 0.3 0.0 13.0 0.7 425 that treat pur 0.1 - 1.0 2.3 26.8 91.9 12.7 6.3 0.6 8.5 23.9 16.5 11.6 3.9 15.3 5.7 1.4 3.4 1.7 1.5 1.0 0.4 20.5 2.4 924 chased we Daily Production 1.0- 10.0 6.6 40.8 92.1 21.7 18.5 0.5 15.8 20.9 20.2 27.3 15.5 38.7 5.9 2.0 8.9 3.4 2.9 0.3 2.9 34.7 3.5 882 ter. (MGD) 10.0- 100.0 12.6 54.2 95.9 46.0 30.6 0.0 29.6 33.9 37.4 38.4 38.7 77.8 14.2 6.7 13.2 5.4 2.7 0.5 4.7 60.8 6.1 304 Over 100 4.8 66.7 90.4 67.0 52.4 0.0 14.4 14.1 18.9 47.8 28.5 80.9 23.4 18.7 14.1 0.0 0.0 0.0 4.8 85.9 4.8 21 All Sizes 2.1 20.2 91.2 15.0 4.9 0.2 9.3 23.2 14.0 9.3 3.6 14.5 5.2 0.7 2.3 4.2 1.0 0.4 0.5 15.3 1.7 2,729 50 ------- Table 23 Treatment Schemes Percentage of Plants Using Each Treatment Scheme By Water Source Water Source Ground Water Plants Disinfection with no additional treatment Other chemical addition Ion exchange, activated alumina, aeration Other filtration (not direct or conventional) Direct filtration Conventional filtration (with and without softening) Membranes Other Observations Surface Water Plants Disinfection with no additional treatment Other chemical addition Ion exchange, activated alumina, aeration Other filtration (not direct or conventional) Direct filtration Conventional filtration (with and without softening) Membranes Other Observations Mixed Plants Disinfection with no additional treatment Ion exchange, activated alumina, aeration Ion exchange, Activated Alumina, Aeration Other filtration (not direct or conventional) Direct filtration Conventional filtration (with and without softening) Membranes Other Observations All Plants Disinfection with no additional treatment Other chemical addition Ion exchange, activated alumina, aeration Other filtration (not direct or conventional) Direct filtration Conventional filtration (with and without softening) Membranes Other Observations System Service Population Category 100 or Less 53.9 11.1 16.6 16.5 0.0 0.0 0.0 1.9 62 17.6 0.0 0.0 61.6 7.4 11.7 1.7 0.0 43 24.7 0.0 0.0 51.8 0.0 0.0 23.5 0.0 3 52.8 10.8 16.1 17.9 0.2 0.3 0.1 1.9 108 Data: Q.8A 101 - 500 49.6 15.6 9.5 16.7 0.0 1.2 1.2 6.3 89 32.0 1.3 0.0 26.0 11.5 22.4 6.9 0.0 62 83.1 0.0 0.0 4.2 4.2 4.2 0.0 4.2 7 49.2 14.6 8.8 17.0 0.7 2.3 1.5 5.9 158 501 - 3,300 51.8 25.4 7.6 10.7 0.6 1.3 0.6 1.9 161 2.3 4.7 0.0 33.8 15.9 33.6 9.7 0.0 70 56.6 5.5 16.1 4.1 0.0 17.7 0.0 0.0 10 48.1 23.4 7.2 12.3 1.8 4.1 1.3 1.7 241 3,301 - 10,000 47.8 26.9 7.3 12.8 1.0 4.2 0.0 0.0 108 0.0 8.3 1.4 9.9 19.7 56.4 4.2 0.0 68 29.1 0.0 19.2 0.0 0.0 51.6 0.0 0.0 6 39.9 23.3 6.7 11.9 3.9 13.6 0.7 0.0 182 10,001 - 50,000 40.7 24.6 16.6 12.7 2.5 0.1 0.1 2.7 230 0.0 8.1 1.2 5.8 16.6 68.4 0.0 0.0 89 14.2 26.1 0.0 0.0 21.4 31.2 7.1 0.0 13 33.5 22.0 13.7 11.3 5.2 11.9 0.3 2.2 332 50,001 - 100,001- 100,000 18.5 61.8 4.8 11.6 0.8 1.3 0.3 0.7 197 8.4 1.3 0.0 1.3 20.4 62.6 4.5 1.5 80 0.0 0.0 27.4 0.0 24.2 48.4 0.0 0.0 4 16.4 49.9 4.2 9.6 4.7 13.3 1.1 0.8 281 500,000 42.2 37.4 4.3 7.3 0.8 1.8 0.6 5.6 658 2.4 6.7 0.4 3.8 12.4 73.9 0.5 0.0 197 6.5 34.3 0.0 20.1 0.0 39.1 0.0 0.0 15 32.6 30.4 3.4 6.7 3.4 18.7 0.5 4.3 870 Over 500,000 26.8 52.5 8.5 8.3 0.0 1.4 0.2 2.3 444 0.9 11.7 0.0 0.0 9.9 74.8 2.7 0.0 111 0.0 0.0 0.0 0.0 0.0 51.3 48.7 0.0 2 21.4 43.9 6.7 6.5 2.0 16.7 0.9 1.8 557 All Sizes 47.9 23.0 10.4 13.4 0.7 1.2 0.5 2.9 1,949 6.1 5.7 0.6 17.0 15.7 50.5 4.4 0.1 720 44.9 8.1 9.8 3.8 5.5 25.3 1.9 0.8 60 43.8 21.1 9.4 13.6 2.2 6.5 0.9 2.6 2,729 Notes: Excludes plants that treat purchased water. See treatment scheme description in Volume 1. 51 ------- Table 24 Treatment Schemes Percentage of Plants Using Each Treatment Scheme By Water Source Water Source Ground Water Plants Disinfection with no additional treatment Other chemical addition Ion exchange, activated alumina, aeration Other filtration (not direct or conventional) Direct filtration Conventional filtration (with and without softening) Membranes Other Observations Surface Water Plants Disinfection with no additional treatment Other chemical addition Ion exchange, activated alumina, aeration Other filtration (not direct or conventional) Direct filtration Conventional filtration (with and without softening) Membranes Other Observations Mixed Plants Disinfection with no additional treatment Ion exchange, activated alumina, aeration Ion exchange, Activated Alumina, Aeration Other filtration (not direct or conventional) Direct filtration Conventional filtration (with and without softening) Membranes Other Observations All Plants Disinfection with no additional treatment Other chemical addition Ion exchange, activated alumina, aeration Other filtration (not direct or conventional) Direct filtration Conventional filtration (with and without softening) Membranes Other Observations Plant Average Daily Production (MGD) 0- 0.01 48.2 14.0 15.9 18.1 0.0 0.0 1.2 2.6 121 22.7 0.0 0.0 45.0 19.0 12.0 1.3 0.0 50 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 47.6 13.6 15.5 18.8 0.5 0.3 1.2 2.5 173 Data: Q.8 0.01 - 0.1 57.3 19.9 5.6 12.1 0.0 1.2 0.0 3.9 339 18.5 0.9 0.0 33.3 10.6 26.6 10.0 0.0 77 75.4 0.0 0.0 13.5 3.7 3.7 0.0 3.7 9 55.7 18.8 5.3 13.2 0.5 2.4 0.5 3.7 425 0.1 - 1.0 36.9 35.4 10.5 10.9 1.5 2.3 0.7 1.9 796 2.0 11.4 0.8 20.0 17.5 43.2 4.9 0.3 113 50.9 11.3 18.8 0.0 0.0 18.2 0.8 0.0 15 33.5 32.0 9.7 11.6 3.1 7.2 1.1 1.7 924 Notes: Excludes plants that treat purchased water 1.0- 10.0 41.2 23.2 17.8 10.7 3.2 0.9 0.5 2.5 631 1.9 3.3 0.9 5.3 17.8 68.4 2.4 0.0 230 5.7 7.8 2.5 0.9 19.4 57.2 6.5 0.0 21 27.3 16.3 11.8 8.6 8.5 24.5 1.4 1.6 882 10.0- 100.0 4.3 6.5 7.2 62.0 3.0 Over 100 0.0 0.0 0.0 0.0 0.0 11.4 100.0 0.0 5.5 60 0.9 6.6 0.0 2.0 10.1 79.3 1.1 0.0 231 7.0 21.5 0.0 14.6 0.0 56.9 0.0 0.0 13 2.2 7.1 2.3 21.5 7.5 56.9 0.7 1.7 304 See treatment scheme description 0.0 0.0 2 5.3 21.1 0.0 0.0 15.8 57.9 0.0 0.0 19 ซ * * * * * * * ซ 4.8 19.1 0.0 0.0 14.4 61.7 0.0 0.0 21 All Sizes 47.9 23.0 10.4 13.4 0.7 1.2 0.5 2.9 1,949 6.1 5.7 0.6 17.0 15.7 50.5 4.4 0.1 720 44.9 8.1 9.8 3.8 5.5 25.3 1.9 0.8 60 43.8 21.1 9.4 13.6 2.2 6.5 0.9 2.6 2,729 in Volume I. 52 ------- Table 25 Treatment Practices for Surface Water Plants Percentage of Plants Performing Each Treatment Surface Water Treatment Practice Disinfection Chlorine Chlorine dioxide Chloramines only Chloramines with a free chlorine period (based on need in the distribution system and not routinely done) Chloramines with seasonal (routine) free chlorine use Ozone Ultraviolet light Mixed oxidant Filtration Processes Coagulant addition/rapid mix Polymer addition Flocculation Settling/sedimentation Lime/soda ash softening Recarbonation Filtration Micro strainer Slow sand filter Bag or cartridge Diatomaceous earth Pressure filtration Green sand Rapid sand filter Deep bed mono-media Duai/multi media System Service Population Category 100 or Less 98.4 0.0 0.0 0.0 0.0 0.0 3.1 0.0 17.6 16.8 7.3 20.8 0.0 0.0 12.5 6.2 33.8 1.6 19.5 0.0 3.1 0.0 15.3 101 - 500 79.0 0.0 1.2 0.0 0.0 1.4 1.7 19.4 33.3 22.4 20.8 24.5 2.5 0.0 2.8 5.0 6.0 0.6 18.2 0.0 7.3 1.2 19.8 501 - 3,300 97.4 0.0 2.2 1.1 0.0 1.5 2.2 1.5 44.2 31.1 36.4 33.3 3.4 0.0 1.1 17.6 0.0 6.7 12.5 1.1 12.3 0.0 31.8 3,301 - 10,000 80.8 11.0 13.7 1.4 8.2 1.4 1.4 4.1 71.3 54.9 60.3 61.7 19.2 2.7 2.7 9.6 0.0 0.0 2.7 0.0 24.6 2.7 57.6 10,001 - 50,000 80.5 8.7 14.8 5.8 1.2 1.2 1.3 2.3 78.1 46.4 68.7 70.7 16.9 3.5 1.2 6.9 0.0 2.3 1.2 0.0 30.7 1.6 51.5 50,001 - 100,001- 100,000 500,000 75.1 18.5 17.1 3.9 9.2 11.8 2.6 0.6 81.5 35.8 70.4 64.5 5.2 2.6 0.0 1.9 0.0 1.3 1.3 0.0 22.1 0.0 61.6 78.9 14.0 32.4 9.3 0.9 15.8 4.7 0.0 88.4 56.7 75.8 77.2 11.8 4.2 2.8 2.8 0.0 0.5 0.0 0.9 15.5 5.6 67.3 Over 500,000 78.0 2.5 35.6 1.7 4.2 14.4 1.7 0.0 83.9 56.8 74.6 73.8 21.2 6.8 0.8 0.0 0.8 0.0 0.0 0.8 6.8 7.6 65.3 All Sizes 84.4 6.6 11.9 2.9 2.7 3.8 2.1 4.1 62.0 40.6 51.9 52.6 10.5 2.1 2.2 8.6 2.4 2.3 6.9 0.4 18.3 1.8 45.1 (Continued) 53 ------- Table 25 (Cont.) Treatment Practices for Surface Water Plants Percentage of Plants Performing Each Treatment Surface Water Treatment Practice Membranes Reverse osmosis Microfiltration Ultrafiltration Nanofiltration Other Aeration Potassium permanganate Corrosion control Ion exchange Activated alumina Iron-based adsorptive media Sequestration Fluoride addition Dissolved air flotation Granular activated carbon Centrally managed POU/POE Clearwell and/or contact vessel (e.g., basin, pipeline) Other Observations System Service Population Category 100 or Less 1.5 8.7 5.3 0.0 0.0 1.6 8.1 1.6 0.0 0.0 0.0 0.0 0.0 7.2 0.0 45.3 10.8 43 Data: Q.8 101 - 500 1.7 7.9 1.2 0.0 0.0 9.2 11.8 2.4 0.0 0.0 1.3 2.4 0.0 3.1 0.0 41.6 7.3 62 501 - 3,300 0.0 11.6 0.0 0.0 1.1 7.8 26.0 0.0 0.0 0.0 0.0 15.5 1.5 3.0 0.0 40.6 14.5 70 3,301 - 10,001 - 50,001 - 100,001- Over 10,000 50,000 100,000 500,000 500,000 All Sizes 1.4 5.5 0.0 0.0 6.9 24.7 34.2 0.0 0.0 0.0 4.1 39.8 0.0 11.0 0.0 52.2 9.6 68 1.2 0.0 1.2 0.0 9.7 32.9 46.6 0.0 0.0 0.0 5.8 58.1 0.0 14.2 0.0 53.0 18.3 89 0.0 4.5 0.0 0.0 6.6 26.8 42.0 0.0 0.0 0.0 9.7 63.5 0.0 14.4 0.0 49.5 22.3 80 0.9 0.9 2.8 0.0 4.6 26.3 63.6 0.5 0.9 0.0 3.8 66.0 1.4 15.2 0.5 59.9 36.3 197 0.0 0.8 1.7 0.0 3.4 21.2 62.7 0.0 0.8 0.0 5.9 73.7 0.8 17.8 0.0 42.3 25.2 111 0.9 5.5 1.0 0.0 4.6 19.8 35.2 0.4 0.1 0.0 3.4 37.0 0.5 9.6 0.0 48.1 16.2 720 Notes: Represents treatment practices for plants treating water that comes entirely or partly from surface sources. Percentages may not add to 100 percent because systems may perform more than one treatment. 54 ------- Table 26 Treatment Practices for Surface Water Plants Percentage of Plants Performing Each Treatment By Plant Average Daily Production Surface Water Treatment Practice Disinfection Chlorine Chlorine dioxide Chloramines only Chloramines with a free chlorine period (based on need in the distribution system and not routinely done) Chloramines with seasonal (routine) free chlorine use Ozone Ultraviolet light Mixed oxidant Filtration Processes Coagulant addition/rapid mix Polymer addition Flocculation Settling/sedimentation Lime/soda ash softening Recarbonation Filtration Micro strainer Slow sand filter Bag or cartridge Diatomaceous earth Pressure filtration Green sand Rapid sand filter Deep bed mono-media Dual/multi media Plant Average Daily Production (MGD) 0- 0.01 87.2 0.0 11.6 0.0 0.0 0.0 6.5 0.0 31.0 18.7 19.9 20.1 11.6 0.0 13.3 7.7 26.4 1.3 15.9 0.0 18.2 0.0 5.6 0.01 - 0.1 83.4 0.0 2.3 0.0 0.0 1.9 1.4 13.9 35.9 24.1 26.3 29.1 3.4 0.0 1.0 4.4 4.2 3.5 26.3 0.0 4.4 0.9 28.0 0.1 - 1.0 90.3 4.4 8.6 1.6 3.3 1.1 0.8 3.6 56.8 42.2 49.2 47.3 8.2 0.0 1.6 15.4 0.0 4.1 2.5 0.0 21.8 1.0 40.9 1.0- 10.0 81.2 11.2 15.1 5.4 4.6 3.2 2.9 1.5 80.6 46.8 68.7 69.7 15.2 4.5 1.8 7.6 0.1 1.1 1.1 0.0 24.6 2.1 59.2 10.0- 100.0 79.6 12.4 30.5 5.3 1.7 17.0 2.7 0.4 93.2 58.8 80.2 82.3 14.8 5.7 1.9 1.6 0.0 0.0 0.0 1.1 15.0 6.0 71.8 Over 100 57.9 0.0 36.8 0.0 5.3 31.6 0.0 0.0 78.9 63.2 73.7 63.2 15.8 10.5 0.0 0.0 0.0 0.0 0.0 0.0 10.5 10.5 52.6 All Sizes 84.6 6.4 12.2 2.9 2.8 3.8 2.1 4.2 63.3 40.9 53.1 53.5 10.6 2.1 2.3 8.8 2.4 2.4 6.9 0.1 18.6 1.9 45.8 (Continued) 55 ------- Table 26 (Cont.) Treatment Practices for Surface Water Plants Percentage of Plants Performing Each Treatment By Plant Average Daily Production Surface Water Treatment Practice Membranes Reverse osmosis Microfiltration Ultrafiltration Nanofiltration Other Aeration Potassium permanganate Corrosion control Ion exchange Activated alumina Iron-based adsorptive media Sequestration Fluoride addition Dissolved air flotation Granular activated carbon Centrally managed POU/POE Clearwell and/or contact vessel (e.g., basin, pipeline) Other Observations Plant Average Daily Production (MGD) 0- 0.01 2.4 7.1 4.3 0.0 0.0 1.3 8.0 1.3 0.0 0.0 0.0 1.4 0.0 7.1 0.0 55.8 7.5 50 Data: Q.8 0.01 - 0.1 0.9 11.0 0.9 0.0 0.2 11.6 24.7 1.7 0.0 0.0 0.9 1.1 1.9 2.1 0.0 31.4 11.5 77 0.1 - 1.0 0.8 6.5 0.0 0.0 4.9 18.2 28.0 0.0 0.0 0.0 1.7 31.6 0.0 6.3 0.0 49.9 12.8 113 1.0- 10.0 0.9 2.6 1.0 0.0 8.5 30.1 46.9 0.0 0.1 0.0 6.1 60.4 0.3 15.8 0.1 56.0 19.0 230 10.0- 100.0 0.4 0.3 2.3 0.0 3.1 22.7 59.2 0.4 0.4 0.0 5.3 65.9 0.7 16.9 0.0 53.2 32.4 231 Over 100 All Sizes 0.0 0.0 0.0 0.0 5.3 5.3 68.4 0.0 5.3 0.0 5.3 89.5 0.0 15.8 0.0 26.3 26.3 19 0.9 5.4 1.0 0.0 4.8 20.3 36.0 0.4 0.1 0.0 3.3 37.7 0.5 9.9 0.0 49.1 16.4 720 Notes: Represents treatment practices for plants treating water that comes entirely or partly from surface sources. Percentages may not add to 100 percent because systems may perform more than one treatment. 56 ------- Table 27 Treatment Practices for Ground Water Plants Percentage of Plants Performing Each Treatment Ground Water Treatment Practice Disinfection Chlorine Chlorine dioxide Chloramines only Chloramines with a free chlorine period (based on need in the distribution system and not routinely done) Chloramines with seasonal (routine) free chlorine use Ozone Ultraviolet light Mixed oxidant Filtration Processes Coagulant addition/rapid mix Polymer addition Flocculation Settling/sedimentation Lime/soda ash softening Recarbonation Filtration Micro strainer Slow sand filter Bag or cartridge Diatomaceous earth Pressure filtration Green sand Rapid sand filter Deep bed mono-media Duai/multi media System Service Population Category 100 or Less 84.7 0.0 0.0 0.0 0.0 0.0 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.6 0.0 1.7 6.2 0.0 0.0 0.0 101 - 500 94.3 1.1 0.0 0.0 0.0 0.0 0.0 0.0 2.4 0.1 1.1 2.3 0.0 0.0 1.1 0.0 0.0 0.0 4.5 9.2 2.3 0.0 2.5 501 - 3,300 92.2 0.0 1.2 0.0 0.0 0.0 0.0 1.1 2.4 0.0 1.2 1.8 1.0 0.6 0.6 0.0 0.6 0.6 1.2 5.9 1.2 0.6 1.8 3,301 - 10,000 91.8 1.0 2.3 1.7 0.0 0.0 1.0 0.0 3.1 3.0 4.1 7.2 1.0 1.0 0.0 1.0 1.0 0.0 4.0 5.8 1.0 0.0 5.8 10,001 - 50,000 92.9 0.0 0.4 0.8 0.0 0.6 0.7 2.4 5.5 2.4 0.7 0.7 8.7 0.0 0.0 0.0 0.1 0.0 7.0 2.9 3.7 0.0 4.2 50,001 - 100,001- 100,000 500,000 96.3 0.3 2.1 0.0 2.0 0.7 0.0 0.0 2.9 2.9 2.3 2.3 7.4 0.6 0.3 0.3 1.0 0.0 1.7 7.2 1.3 0.0 2.4 91.3 0.0 5.9 1.4 1.5 0.3 0.4 0.0 1.6 1.0 1.9 2.1 2.7 1.7 0.3 0.9 1.2 0.0 2.9 0.9 0.9 0.4 3.4 Over 500,000 100.0 0.0 0.4 0.0 1.2 0.0 0.0 0.0 1.2 1.0 1.4 1.7 1.7 0.7 0.0 0.0 0.2 0.0 0.2 5.4 1.1 0.0 3.5 All Sizes 91.7 0.4 0.9 0.3 0.1 0.1 0.5 0.6 2.4 0.8 1.3 2.1 1.8 0.4 0.5 0.1 1.8 0.2 3.1 6.2 1.5 0.2 2.4 (Continued) 57 ------- Table 27 (Cont.) Treatment Practices for Ground Water Plants Percentage of Plants Performing Each Treatment Ground Water Treatment Practice Membranes Reverse osmosis Microfiltration Ultrafiltration Nanofiltration Other Aeration Potassium permanganate Corrosion control Ion exchange Activated alumina Iron-based adsorptive media Sequestration Fluoride addition Dissolved air flotation Granular activated carbon Centrally managed POU/POE Clearwell and/or contact vessel (e.g., basin, pipeline) Other Observations System Service Population Category 100 or Less 1.7 0.0 0.0 0.0 4.7 3.1 11.5 18.6 0.0 3.4 8.6 1.7 0.0 0.0 0.0 31.4 3.3 62 Data: Q.8 101 - 500 2.3 0.0 0.0 0.0 4.7 2.5 11.5 7.9 0.0 1.2 3.6 8.0 0.0 1.1 0.0 24.6 7.1 89 501 - 3,300 1.2 0.0 0.0 0.0 12.6 6.6 13.0 3.6 0.0 0.6 13.7 14.5 0.0 0.0 0.0 17.6 2.4 161 3,301 - 10,001 - 50,001 - 100,001- Over 10,000 50,000 100,000 500,000 500,000 All Sizes 1.0 0.0 0.0 0.0 15.4 5.4 13.0 3.1 0.0 0.0 6.2 32.4 0.0 1.0 0.0 9.1 8.5 108 0.2 0.0 0.0 0.0 22.3 4.9 22.8 1.8 0.0 0.0 8.3 14.6 0.2 0.9 0.0 2.1 6.1 230 0.3 0.0 0.0 0.7 15.1 7.6 58.5 0.3 0.0 0.0 5.4 61.7 0.0 1.5 0.0 3.5 1.6 197 1.8 0.0 0.1 0.8 8.4 1.8 27.9 2.0 0.0 1.7 5.3 29.9 0.1 4.7 1.3 5.2 11.7 658 0.4 0.0 0.0 0.0 10.8 0.0 53.4 0.7 0.0 1.7 12.2 12.9 0.0 11.4 0.0 3.9 1.1 444 1 1.4 0.0 0.0 0.0 10.8 4.5 16.2 6.7 0.0 1.1 8.5 14.8 0.0 0.9 0.0 17.8 5.0 ,949 Notes: Represents treatment practices for plants treating water that comes entirely or partly from ground sources. Percentages may not add to 100 percent because systems may perform more than one treatment. 58 ------- Table 28 Treatment Practices for Ground Water Plants Percentage of Plants Performing Each Treatment By Plant Average Daily Production Ground Water Treatment Practice Disinfection Chlorine Chlorine dioxide Chloramines only Chloramines with a free chlorine period (based on need in the distribution system and not routinely done) Chloramines with seasonal (routine) free chlorine use Ozone Ultraviolet light Mixed oxidant Filtration Processes Coagulant addition/rapid mix Polymer addition Flocculation Settling/sedimentation Lime/soda ash softening Recarbonation Filtration Micro strainer Slow sand filter Bag or cartridge Diatomaceous earth Pressure filtration Green sand Rapid sand filter Deep bed mono-media Dual/multi media Plant Average Daily Production (MGD) 0- 0.01 90.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.3 0.0 0.0 0.0 0.1 0.0 0.0 0.0 5.1 0.0 2.6 10.5 0.0 0.0 0.0 0.01 - 0.1 93.6 0.7 0.5 0.0 0.0 0.0 0.1 0.5 1.6 0.1 1.6 2.3 0.4 0.0 0.7 0.0 0.5 0.5 2.8 4.8 2.3 0.5 2.4 0.1 - 1.0 93.4 0.4 1.7 0.7 0.0 0.0 0.6 0.5 4.3 1.7 1.7 3.1 5.0 1.1 0.7 0.4 0.4 0.0 4.2 4.9 1.0 0.0 3.8 1.0- 10.0 90.9 0.2 3.0 1.8 0.9 1.4 0.1 2.0 3.6 2.8 2.2 3.7 2.5 0.3 0.3 0.5 0.6 0.0 3.3 2.5 3.5 0.0 5.6 10.0- 100.0 91.7 0.0 3.5 0.0 10.0 0.0 0.0 0.0 16.3 11.9 13.6 15.4 18.8 7.3 0.0 0.9 7.9 0.0 0.0 39.5 8.2 0.0 20.9 Over 100 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 100.0 All Sizes 92.5 0.4 0.9 0.3 0.1 0.1 0.2 0.5 2.5 0.8 1.4 2.2 1.9 0.4 0.5 0.2 1.6 0.2 3.2 6.2 1.5 0.2 2.6 (Continued) 59 ------- Table 28 (Cont.) Treatment Practices for Ground Water Plants Percentage of Plants Performing Each Treatment By Plant Average Daily Production Ground Water Treatment Practice Membranes Reverse osmosis Microfiltration Ultrafiltration Nanofiltration Other Aeration Potassium permanganate Corrosion control Ion exchange Activated alumina Iron-based adsorptive media Sequestration Fluoride addition Dissolved air flotation Granular activated carbon Centrally managed POU/POE Clearwell and/or contact vessel (e.g., basin, pipeline) Other Observations Plant Average Daily Production (MGD) 0- 0.01 1.2 0.0 0.0 0.0 3.8 3.5 11.0 15.8 0.0 2.6 8.7 0.5 0.0 1.2 0.0 28.7 4.9 121 Data: Q.8 0.01 - 0.1 0.7 0.0 0.0 0.0 8.4 3.7 10.5 3.8 0.0 1.2 6.6 13.9 0.0 0.1 0.0 17.2 3.8 339 0.1 - 1.0 1.8 0.0 0.0 0.0 17.6 5.3 24.1 2.9 0.0 0.2 10.9 25.0 0.0 1.0 0.1 9.8 6.9 796 1.0- 10.0 0.9 0.0 0.1 0.3 19.6 5.1 24.0 3.7 0.0 0.4 8.0 22.9 0.4 3.9 0.1 6.6 7.1 631 10.0- 100.0 4.4 0.0 0.0 3.9 68.5 43.2 60.0 4.8 0.0 0.0 7.4 68.3 0.0 5.2 0.0 25.0 7.2 60 Over All 100 Sizes 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 0.0 100.0 2 1 1.1 0.0 0.0 0.0 11.0 4.4 15.7 6.4 0.0 1.2 8.4 14.8 0.0 0.9 0.0 17.1 5.2 949 Notes: Represents treatment practices for plants treating water that comes entirely or partly from ground sources. Percentages may not add to 100 percent because systems may perform more than one treatment. 60 ------- Table 29 Disinfection Practices and Objectives Percentage of Plants Performing Each Treatment Primary disinfection method Secondary disinfection method Ground Water Plants Chlorine Chlorine dioxide Chloramines Ozone Ultraviolet light Mixed oxidant Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None System Service Population Category 100 or Less 11.2 * * 71.9 * * * * * * * * * * * * * * * * 1.7 * * * * * 1.7 * * * * 13.4 101 - 500 10.2 * 3.4 77.0 * * * * * * * * * * * * * * * * * * * * * * * * * * * 9.4 501 - 3,300 10.1 * 3.6 74.9 * * * * * 0.6 * 0.6 * * * * * * * * * * * 1.1 * * * * * * * 9.2 3,301 - 10,000 2.0 1.0 1.0 82.0 * * * 1.0 * * * 2.7 * * * * * * * * * * * * * * * 1.3 * * 1.0 7.9 10,001 - 50,000 3.4 * * 82.8 * * * * * * * 0.4 * * * * * * * * 0.7 * * 1.8 * * * 2.4 2.2 * * 6.4 50,001 - 100,001- 100,000 500,000 3.6 * * 89.8 * * * * 0.3 0.7 * 2.0 * * * * * * * * * * * * * 0.3 0.3 * 1.8 * * 1.0 1.2 0.6 1.3 79.0 * * * * 0.2 * * 6.8 0.1 * * * * * * * * * * * * 0.3 * 0.4 2.8 0.1 * 7.1 Over 500,000 1.9 1.0 2.2 87.7 * * * * * * * * * * * * * * * * * * * * * * * 0.4 6.1 * * 0.7 All Sizes 8.0 0.1 2.0 77.4 * * * 0.1 0.0 0.2 * 0.8 0.0 * * * * * * * 0.4 * * 0.5 * 0.0 0.3 0.4 0.5 0.0 0.1 9.0 (Continued) 61 ------- Table 29 (Cont.) Disinfection Practices and Objectives Percentage of Plants Performing Each Treatment Primary disinfection method Secondary disinfection method Surface Water Plants Chlorine Chlorine dioxide Chloramines Ozone Ultraviolet light Mixed oxidant Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None System Service Population Category 100 or Less 14.0 * * 82.9 * * * * * * * * * * * * * * * * 1.6 * * * 1.6 * * * * * * * 101 - 500 14.4 * * 60.4 * * * * * * * * * * * * 1.2 * * * * * 19.4 * * * 1.2 0.5 1.2 * * 1.6 501 - 3,300 43.3 * 1.1 47.0 * * * * * * * * 1.5 * * * 2.2 * * * * * * 1.5 * * * 2.2 * * * 1.1 3,301 - 10,000 5.5 4.1 12.4 42.3 1.4 1.4 * 1.4 1.4 * * 5.4 * * * * * * * * * * 1.4 1.4 1.4 2.7 4.1 6.9 4.1 * * 2.7 10,001 - 50,000 24.0 1.2 5.9 40.9 1.6 0.2 * * * 4.2 1.2 5.8 * 1.2 * * * * * * * * * * 1.2 1.2 * 2.3 2.3 1.2 * 5.8 50,001 - 100,001- 100,000 500,000 9.2 9.2 2.6 37.1 2.8 1.3 * 1.3 * 2.6 * 6.6 * 2.6 7.9 * 1.3 * * * * * * * * * 3.9 2.6 5.1 * 2.6 1.3 13.0 14.3 5.2 30.9 0.5 2.3 2.8 0.9 * 2.5 2.8 2.8 2.8 4.2 1.4 0.5 * * * * * * * * 0.5 2.8 1.9 2.8 0.9 2.8 0.9 0.4 Over 500,000 26.9 12.6 5.0 16.8 * * * * * * 1.7 10.1 2.5 5.9 1.7 * * * * * * * * * * 2.5 0.8 2.5 3.4 0.8 * 6.7 All Sizes 21.3 3.4 4.7 44.9 0.8 0.6 0.2 0.4 0.3 1.3 0.6 3.4 0.7 1.1 0.8 0.0 0.8 * * * 0.1 * 2.7 0.6 0.6 1.1 1.4 2.9 2.0 0.5 0.3 2.6 (Continued) 62 ------- Table 29 (Cont.) Disinfection Practices and Objectives Percentage of Plants Performing Each Treatment Primary disinfection method Mixed Plants Chlorine Chlorine dioxide Chloramines Ozone Ultraviolet light Mixed oxidant Other None Secondary disinfection method Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None System Service Population Category 100 or Less * * * 100.0 * * * * * * * * * * * * * * * * * * * * * * * * * * * * 101 - 501 - 500 3,300 35.8 * * * * 100.0 64.2 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 3,301 - 10,000 7.0 * 27.1 58.9 * * * * * * * * * * * * * * * * * * * * * * 7.0 * * * * * 10,001 - 50,000 33.2 * 14.2 21.4 * * * * * * 7.1 * * * * * * * * * * * * * * * 2.7 7.1 14.2 * * * 50,001 - 100,001- 100,000 500,000 24.2 * * 75.8 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 34.3 6.5 6.5 * * * * * 6.5 * 6.5 * 6.5 6.5 * * * * * * * * * * * * * 13.0 7.1 * 6.5 Over 500,000 * * * 48.7 * * * * * * * * * * * * * * * * * * * * * * * 51.3 * * * * All Sizes 20.3 1.2 8.4 60.9 * * * * * 0.2 1.3 0.2 * 0.2 0.2 * * * * * * * * * * * 1.9 1.5 3.1 0.2 * 0.2 (Continued) 63 ------- Table 29 (Cont.) Disinfection Practices and Objectives Percentage of Plants Performing Each Treatment Primary disinfection method All Plants Chlorine Chlorine dioxide Chloramines Ozone Ultraviolet light Mixed oxidant Other None Data: Notes: Secondary disinfection method Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None System Service 100 or Less 11.3 * * 72.3 * * * * * * * * * * * * * * * * 1.7 * * * 0.0 * 1.7 * * * * 13.0 Q.8 101 - 500 10.3 * 3.1 76.5 * * * * * * * * * * * * 0.1 * * * * * 1.0 * * * 0.1 0.0 0.1 * * 8.8 501 - 3,300 13.1 * 3.3 72.6 * * * * * 0.5 * 0.5 0.1 * * * 0.2 * * * * * * 1.1 * * * 0.2 * * * 8.4 Population Category 3,301 - 10,001 - 10,000 2.7 1.5 3.6 75.1 0.2 0.2 * 1.0 0.2 * * 3.1 * * * * * * * * * * * 0.2 0.2 0.2 0.4 0.9 2.1 0.6 * 0.8 6.8 50,000 7.3 0.2 1.3 74.7 0.2 0.0 * * * 0.7 0.4 1.2 * 0.2 * * * * * 0.5 * * 1.4 0.2 0.2 0.1 2.5 2.5 0.2 * 6.1 50,001 - 100,001- 100,000 4.8 1.7 0.5 79.9 0.5 0.2 * 0.2 0.3 1.0 * 2.9 * 0.5 1.5 * 0.2 * * * * * * * * 0.3 1.0 0.5 2.4 * 0.5 1.0 500,000 3.9 4.3 2.2 66.8 0.1 0.5 0.6 0.2 0.1 0.7 0.6 5.9 0.7 1.1 0.4 0.1 * * * * * * * * 0.1 0.9 0.4 1.0 2.6 0.9 0.2 5.6 Over 500,000 7.3 3.5 2.8 72.2 * * * * * * 0.4 2.2 0.5 1.3 0.4 * * * * * * * * * * 0.5 0.2 1.1 5.5 0.2 * 2.0 All Sizes 9.5 0.5 2.4 74.0 0.1 0.1 0.0 0.1 0.0 0.3 0.1 1.0 0.1 0.1 0.1 0.0 0.1 * * * 0.3 * 0.3 0.5 0.1 0.1 0.4 0.7 0.7 0.1 0.1 8.2 Percentages may not add to 100 percent because systems may perform more than one treatment. 64 ------- Table 30 Disinfection Practice and Objectives Percentage of Plants Performing Each Treatment By Plant Average Daily Production Primary disinfection method Secondary disinfection method Ground Water Plants Chlorine Chlorine dioxide Chloramines Ozone Ultraviolet light Mixed oxidant Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Plant Average 0- 0.01 10.6 * 1.2 76.1 * * * * * * * * * * * * * * * * * * * * * 1.3 * * * * 10.9 0.01 - 0.1 8.7 * 3.7 77.4 * * * * * 0.5 * 0.1 * * * * * * 0.1 * * * 0.5 * * * * 0.1 * * 9.1 0.1 - 1.0 5.8 0.4 0.4 80.5 * * * 0.4 * * * 2.0 0.0 * * * * * 0.2 * * * 0.5 * * * 0.9 1.3 * 0.4 7.2 Daily Production (MGD) 1.0- 10.0 4.1 0.2 0.3 81.3 * * * * 0.2 0.3 * 2.9 * * * * * * * * * * 1.0 * 0.2 * 2.6 1.5 0.1 * 5.3 10.0- 100.0 1.8 3.0 8.4 71.7 * * * * * * * 6.6 * * * * * * * * * * * * 0.9 2.2 * 3.0 * * 2.5 Over 100 All Sizes 8.0 0.1 1.9 78.2 * * * * * 0.1 0.0 0.2 * * 0.8 0.0 * * * * * * * * * * 0.1 . * * * * 0.4 . 0.0 0.3 100.0 0.4 0.5 0.0 0.1 8.7 (Continued) 65 ------- Table 30 (Cont.) Disinfection Practice and Objectives Percentage of Plants Performing Each Treatment By Plant Average Daily Production Primary disinfection method Secondary disinfection method Surface Water Plants Chlorine Chlorine dioxide Chloramines Ozone Ultraviolet light Mixed oxidant Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None 0- 0.01 12.9 * * 69.1 * * * * * 11.6 * * * * * * 2.7 * * 1.3 * * * * 1.3 * * 1.2 * * * * Plant 0.01 - 0.1 27.7 * 1.4 49.2 * * * * * * * 1.4 1.9 * * * 1.4 * * * * * 13.9 * * * 0.9 * 0.9 * * 1.2 Average Daily Production (MGD) 0.1 - 1.0 22.1 2.0 5.8 49.0 0.8 0.8 * 0.8 0.8 * * 1.7 * 0.8 0.3 * 0.8 * * * * * 0.8 1.9 0.8 1.7 1.7 4.1 2.5 * * 0.8 1.0- 10.0 18.3 5.4 7.0 40.6 1.4 0.7 0.1 0.1 * 1.7 1.3 5.6 0.1 0.3 1.5 * 0.3 * * * * * * * 0.9 0.8 1.0 2.8 2.7 1.4 0.7 5.3 10.0- 100.0 21.3 10.5 4.1 27.5 1.5 * 2.0 1.3 * 1.2 1.1 7.9 2.3 5.9 1.9 0.4 * * * * * * * * * 3.4 1.2 4.0 0.4 0.4 0.4 1.3 Over 100 26.3 5.3 * 15.8 * * * * * * 5.3 5.3 10.5 15.8 * * * * * * * * * * * * 5.3 * * 5.3 * 5.3 All Sizes 21.3 3.5 4.8 45.0 0.9 0.5 0.3 0.4 0.3 1.4 0.6 3.5 0.7 1.1 0.8 0.0 0.8 * * 0.1 * * 2.8 0.6 0.6 1.1 1.2 2.7 1.9 0.5 0.3 2.4 (Continued) 66 ------- Table 30 (Cont.) Disinfection Practice and Objectives Percentage of Plants Performing Each Treatment By Plant Average Daily Production Primary disinfection method Mixed Plants Chlorine Chlorine dioxide Chloramines Ozone Ultraviolet light Mixed oxidant Other None Secondary disinfection method Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Plant 0 - 0.01 - 0.01 0.1 6.1 * * * * 100.0 93.9 * * * * * * * * * * * * * * * . * * * * * * * * * * * * * * * * * * * * * * * * * * * * * . * * * * * * Average Daily Production (MGD) 0.1 - 1.0 28.9 * * 65.6 * * * * * * * * * * * * * * * * * * * * * * 2.8 * 2.7 * * * 1.0- 10.0 17.4 1.0 35.5 24.8 * * * * * 0.9 5.7 * * * * * * * * * * * * * * * 2.2 5.7 5.7 1.0 * * 10.0- 100.0 16.3 29.1 * 7.0 * * * * * * * 7.0 * 7.0 7.0 * * * * * * * * * * * * 5.8 13.9 * * 7.0 Over 100 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * All Sizes 20.3 1.2 8.4 60.9 * * * * * 0.2 1.3 0.2 * 0.2 0.2 * * * * * * * * * * * 1.9 1.5 3.1 0.2 * 0.2 (Continued) 67 ------- Table 30 (Cont.) Disinfection Practice and Objectives Percentage of Plants Performing Each Treatment By Plant Average Daily Production Primary disinfection method All Plants Chlorine Chlorine dioxide Chloramines Ozone Ultraviolet light Mixed oxidant Other None Data: Notes: Secondary disinfection method Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None Chlorine Chloramines Other None 0- 0.01 10.6 * 1.1 75.9 * * * * * 0.3 * * * * * * 0.1 * * * 0.0 * * * 0.0 * 1.2 0.0 * * * 10.6 Q.8 Percentages may not add to 1 00 Plant 0.01 - 0.1 9.6 * 3.5 76.3 * * * * * 0.4 * 0.1 0.1 * * * 0.1 * * * 0.1 * 0.7 0.4 * * 0.0 * 0.1 * * 8.6 Average Daily Production (MGD) 0.1 - 1.0 8.3 0.6 1.0 76.6 0.1 0.1 * 0.4 0.1 * * 1.9 0.0 0.1 0.0 * 0.1 * * * 0.1 * 0.1 0.7 0.1 0.2 0.3 1.2 1.5 * 0.3 6.3 1.0- 10.0 9.1 1.9 3.9 66.1 0.4 0.2 0.0 0.0 0.1 0.8 0.6 3.6 0.0 0.1 0.5 * 0.1 * * * * * * 0.6 0.3 0.4 0.4 2.8 2.1 0.5 0.2 5.0 10.0- 100.0 15.0 8.8 5.3 40.8 0.9 * 1.3 0.9 * 0.8 0.7 7.5 1.5 4.1 1.5 0.3 * * * * * * * * * 2.5 1.5 2.8 1.7 0.3 0.3 1.9 Over 100 23.9 4.8 * 14.4 * * * * * * 4.8 4.8 9.6 14.4 * * * * * * * * * * * * 4.8 9.1 * 4.8 * 4.8 All Sizes 9.5 0.5 2.3 74.7 0.1 0.0 0.0 0.1 0.0 0.3 0.1 1.1 0.1 0.1 0.1 0.0 0.1 * * * 0.1 * 0.3 0.4 0.1 0.1 0.4 0.7 0.7 0.1 0.1 7.9 percent because systems may perform more than one treatment. 68 ------- Table 31 Residual Management Practices For Each Treatment Scheme Percentage of Surface Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source Surface Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Disinfection with no additional treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Disinfection, Other Chemical Addition Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Ion exchange, activated alumina, aeration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations System Service Population Category 100 or Less 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12 * * * * * * ซ * * * * * * * * * * * * ซ * * * * * 101 - 500 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.7 0.0 0.0 7.7 13 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 1 * * * * * * * * * * * * * 501 - 3,300 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0.0 25.0 0.0 50.0 0.0 0.0 25.0 25.0 0.0 25.0 25.0 4 * * * * * * * * * * * * 3,301 - 10,000 * * * * * * ซ * * * * * 0.0 33.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 10,001 - 50,000 * * * * * * ซ * * * * * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25.0 0.0 4 100.0 0.0 100.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 1 50,001 - 100,000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 0.0 0.0 6 0.0 100.0 0.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 1 * * * * * * * * * * * * 100,001- 500,000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 21.3 35.5 35.5 14.2 0.0 0.0 20.0 6.7 0.0 13.3 40.0 15 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 Over 500,000 0.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 14.3 21.4 21.4 7.1 0.0 7.1 7.1 14.3 0.0 7.1 7.1 14 * * * * * * ซ * * * * * All Sizes 0.0 0.5 0.0 0.0 0.0 0.0 0.0 7.3 0.0 0.0 2.4 41 3.4 21.0 5.5 12.9 0.0 2.4 14.3 9.5 0.0 14.3 23.8 42 46.0 0.0 46.0 46.0 0.0 0.0 0.0 33.3 0.0 0.0 0.0 3 (Continued) 69 ------- Table 31 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of Surface Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source Surface Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Other filtration (not direct or conventional) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Direct filtration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Conventional filtration (with and without softening) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations System Service Population Category 100 or Less 0.0 25.1 10.6 19.9 0.0 0.0 3.7 3.7 7.4 7.4 0.0 27 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0.0 14.5 14.5 14.5 0.0 0.0 20.0 0.0 20.0 20.0 20.0 5 101 - 500 0.0 34.4 28.7 38.0 0.0 0.0 0.0 27.3 0.0 0.0 0.0 22 0.0 36.6 17.8 57.8 0.0 0.0 0.0 0.0 22.2 11.1 0.0 9 0.0 70.9 17.0 45.5 0.0 0.0 11.8 23.5 0.0 35.3 0.0 17 501 - 3,300 3.2 34.2 30.4 37.4 0.0 0.0 0.0 22.2 5.6 27.8 5.6 18 0.0 39.0 7.3 53.7 0.0 0.0 15.4 15.4 0.0 46.2 38.5 13 0.0 61.1 25.5 67.8 0.0 3.7 11.1 25.9 0.0 33.3 29.6 27 3,301 - 10,000 14.3 42.9 0.0 42.9 0.0 0.0 14.3 57.1 0.0 14.3 57.1 7 7.2 49.9 7.2 57.3 0.0 0.0 28.6 42.9 14.3 14.3 35.7 14 7.3 48.9 29.3 56.2 0.0 0.0 22.0 36.6 0.0 14.6 39.0 41 10,001 - 50,000 0.0 40.0 40.0 20.0 20.0 0.0 0.0 40.0 0.0 20.0 20.0 5 0.0 85.9 20.8 55.5 0.0 0.0 30.8 38.5 7.7 23.1 38.5 13 13.8 64.0 40.2 43.0 0.0 7.9 19.0 38.1 1.6 22.2 30.2 63 50,001 - 100,000 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 100.0 0.0 1 0.0 77.1 19.3 25.7 0.0 0.0 37.5 31.3 0.0 37.5 68.8 16 20.3 56.1 34.8 45.2 0.0 4.3 27.7 38.3 0.0 23.4 46.8 47 100,001- 500,000 50.0 50.0 37.5 12.5 0.0 0.0 37.5 50.0 0.0 25.0 62.5 8 23.0 61.7 26.8 38.3 0.0 3.8 38.5 23.1 0.0 30.8 69.2 26 29.9 59.9 30.5 31.3 0.0 2.1 45.1 23.9 0.0 23.9 57.0 142 Over 500,000 * * * * * * ซ * * * * * 18.2 54.5 9.1 9.1 0.0 0.0 36.4 18.2 0.0 0.0 81.8 11 36.1 41.0 15.7 24.1 0.0 3.6 41.0 26.5 0.0 33.7 68.7 83 All Sizes 3.9 34.2 24.4 33.4 1.4 0.0 6.8 23.9 3.4 13.6 12.5 88 3.7 57.0 15.9 49.4 0.0 1.0 28.6 24.8 4.8 24.8 50.5 105 13.4 57.6 30.9 47.0 0.0 3.3 32.5 29.2 0.5 25.6 48.0 425 (Continued) 70 ------- Table 31 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of Surface Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source Surface Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Membranes Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Other Treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations System Service Population Category 100 or Less 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 * * * * * * ซ * * * * * Data: Q.9 101 - 500 0.0 19.4 0.0 37.8 0.0 0.0 0.0 40.0 0.0 0.0 20.0 5 * * * * * * ซ * * * * * 501 - 3,300 0.0 21.5 0.0 46.4 0.0 0.0 11.1 33.3 11.1 66.7 0.0 9 * * * * * * ซ * * * * * 3,301 - 10,000 0.0 33.3 0.0 0.0 0.0 0.0 0.0 33.3 0.0 66.7 66.7 3 * * * * * * ซ * * * * * 10,001 - 50,000 * * * * * * ซ * * * * * * * * * * * ซ * * * * * Notes: Treatment schemes listed are based on the categorization 50,001 - 100,000 0.0 41.7 41.7 41.7 0.0 0.0 0.0 25.0 0.0 0.0 50.0 4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 presented by 100,001- 500,000 0.0 100.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 1 * * * * * * ซ * * * * * Over 500,000 All 33.9 33.9 33.9 0.0 0.0 0.0 0.0 0.0 0.0 66.7 66.7 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 Sizes 0.8 25.2 4.7 34.3 0.0 0.0 3.8 26.9 3.8 38.5 30.8 26 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6 Table 23 and Table 24. 71 ------- Table 32 Residual Management Practices For Each Treatment Scheme Percentage of Ground Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source Ground Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Disinfection with no additional treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Disinfection, Other Chemical Addition Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Ion exchange, activated alumina, aeration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations System Service Population Category 100 or Less 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 41 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.5 12.5 8 10.4 0.0 40.7 20.8 0.0 0.0 10.0 0.0 20.0 20.0 0.0 10 101 - 500 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.4 0.0 0.0 45 7.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.3 16 12.3 0.0 23.9 0.0 0.0 0.0 0.0 0.0 12.5 25.0 0.0 8 501 - 3,300 0.0 0.0 0.0 0.7 0.0 0.0 0.0 1.1 0.0 0.0 0.0 88 0.0 0.0 0.0 1.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 48 0.0 18.2 0.0 18.2 0.0 0.0 0.0 0.0 0.0 8.3 0.0 12 3,301 - 10,000 0.0 0.0 0.0 24.5 7.7 0.0 0.0 6.4 0.0 8.5 0.0 47 0.0 0.0 0.0 9.1 4.6 0.0 0.0 0.0 3.8 0.0 0.0 26 0.0 0.0 0.0 28.6 0.0 0.0 0.0 0.0 0.0 14.3 0.0 7 10,001 - 50,000 0.0 0.0 0.0 5.3 0.0 0.0 0.0 8.5 0.0 6.4 0.0 47 0.4 0.4 0.0 3.0 0.0 0.0 0.0 1.6 1.6 6.3 0.0 63 0.0 0.0 0.0 3.4 10.2 0.0 6.7 0.0 0.0 16.7 0.0 30 50,001 - 100,000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 56 0.0 0.0 0.0 0.0 0.6 0.0 1.3 0.0 0.0 2.6 0.0 78 0.0 0.0 0.0 0.0 0.0 0.0 20.0 0.0 0.0 6.7 6.7 15 100,001- 500,000 5.0 0.4 0.8 1.2 0.4 0.0 0.4 0.8 1.2 0.8 0.4 241 0.4 0.4 8.6 12.1 0.0 0.0 0.0 8.1 0.4 4.7 0.0 236 0.0 0.0 4.0 11.7 0.0 3.8 3.8 30.8 0.0 3.8 7.7 26 Over 500,000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 119 0.9 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 225 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 38 All Sizes 0.1 0.0 0.0 2.9 0.7 0.0 0.1 1.5 0.7 1.3 0.1 684 1.3 0.1 0.4 2.3 1.0 0.0 0.1 2.9 0.4 2.6 0.3 700 5.4 3.7 16.0 12.2 2.1 0.7 4.8 5.5 2.1 8.9 2.1 146 (Continued) 72 ------- Table 32 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of Ground Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source Ground Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Other filtration (not direct or conventional) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Direct filtration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Conventional filtration (with and without softening) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations System Service Population Category 100 or Less 0.0 0.0 10.5 28.0 0.0 0.0 10.0 0.0 30.0 20.0 0.0 10 * * * * * * * * * * * * * * * * * * * * * * * * 101 - 500 0.0 0.0 7.1 0.0 0.0 0.0 0.0 6.3 18.8 50.0 0.0 16 * * * * * * * * * * * * 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 1 501 - 3,300 0.0 30.8 13.0 36.7 0.0 0.0 5.3 15.8 0.0 52.6 0.0 19 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 1 0.0 50.0 50.0 50.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 2 3,301 - 10,000 8.0 23.9 8.0 31.9 8.0 0.0 7.7 30.8 15.4 30.8 7.7 13 100.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 100.0 1 0.0 25.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 75.0 25.0 4 10,001 - 50,000 6.2 8.5 1.6 8.5 0.7 0.0 20.6 14.7 0.0 67.6 17.6 34 0.0 66.7 18.2 9.1 0.0 0.0 33.3 16.7 0.0 50.0 16.7 6 100.0 100.0 100.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 1 50,001 - 100,000 3.0 14.0 11.6 63.3 6.0 4.3 0.0 21.7 8.7 34.8 60.9 23 42.1 57.9 57.9 84.1 0.0 0.0 66.7 33.3 0.0 0.0 33.3 3 48.5 48.5 48.5 74.2 0.0 0.0 25.0 25.0 0.0 0.0 25.0 4 100,001- 500,000 10.4 32.0 21.6 34.0 13.2 4.3 10.6 21.3 2.1 42.6 27.7 47 36.7 46.4 36.7 64.8 0.0 0.0 33.3 50.0 33.3 50.0 50.0 6 35.2 56.7 51.4 56.7 0.0 0.0 58.3 16.7 0.0 0.0 50.0 12 Over 500,000 0.0 46.0 0.0 2.8 0.0 0.0 0.0 13.5 0.0 32.4 21.6 37 * * * * * * * * * * * * 0.0 100.0 52.4 84.4 0.0 0.0 50.0 25.0 0.0 25.0 100.0 4 All Sizes 1.8 11.5 8.8 20.3 1.3 1.5 7.5 16.6 5.5 43.7 21.1 199 20.5 52.6 12.5 55.5 0.0 0.0 35.3 29.4 17.6 41.2 35.3 17 4.5 31.3 21.0 63.6 0.0 0.0 35.7 17.9 0.0 17.9 46.4 28 (Continued) 73 ------- Table 32 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of Ground Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source Ground Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Membranes Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Other Treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations System Service Population Category 100 or Less * * * * * * ซ * * * * * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 1 Data: Q.9 101 - 500 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 20.0 0.0 5 501 - 3,300 0.0 100.0 100.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 3,301 - 10,001 - 10,000 50,000 * * * * * * * * * * * * ป ป ป ป * * * * * * * * 50.0 50.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0 2 Notes: Treatment schemes listed are based on the categorization 50,001 - 100,000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 1 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 2 presented by 100,001- 500,000 0.0 0.0 0.0 24.5 24.5 0.0 0.0 50.0 0.0 25.0 0.0 4 3.8 0.0 0.0 0.0 3.5 0.0 25.9 14.8 0.0 25.9 3.7 27 Over 500,000 All 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10 Sizes 0.0 37.0 37.0 37.9 0.9 0.0 0.0 37.5 12.5 12.5 0.0 8 1.6 0.5 0.0 0.5 0.2 4.0 14.0 10.0 0.0 18.0 4.0 50 Table 23 and Table 24. 74 ------- Table 33 Residual Management Practices For Each Treatment Scheme Percentage of Mixed Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source Mixed Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Disinfection with no additional treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Disinfection, Other Chemical Addition Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Ion exchange, activated alumina, aeration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations System Service Population Category 100 or Less 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 * * * * * * ซ * * * * * * * * * * * ซ * * * * * 101 - 500 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 * * * * * * * * * * * * * * * * * * * * * * * * 501 - 3,300 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 3,301 - 10,000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 * * * * * * ซ * * * * * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 10,001 - 50,000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 27.3 0.0 0.0 0.0 0.0 0.0 50.0 50.0 0.0 0.0 50.0 2 * * * * * * * * * * * * 50,001 - 100,000 * * * * * * ซ * * * * * * * * * * * ซ * * * * * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 100,001- 500,000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 19.0 0.0 0.0 0.0 0.0 20.0 20.0 0.0 20.0 0.0 5 * * * * * * ซ * * * * * Over 500,000 All Sizes 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11 17.0 2.8 0.0 0.0 0.0 0.0 25.0 25.0 0.0 12.5 12.5 8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 (Continued) 75 ------- Table 33 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of Mixed Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source Mixed Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Other filtration (not direct or conventional) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Direct filtration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Conventional filtration (with and without softening) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations System Service Population Category 100 or Less 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 * * * * * * ซ * * * * * * * * * * * ซ * * * * * 101 - 500 0.0 100.0 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 1 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 1 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 1 501 - 3,300 0.0 0.0 100.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 * * * * * * * * * * * * 0.0 53.8 30.8 46.2 0.0 0.0 0.0 50.0 0.0 25.0 25.0 4 3,301 - 10,000 * * * * * * * * * * * * * * * * * * * * * * * * 0.0 100.0 29.0 14.5 0.0 0.0 0.0 75.0 0.0 25.0 50.0 4 10,001 - 50,000 * * * * * * ซ * * * * * 0.0 100.0 100.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 2 22.8 68.4 68.4 22.8 0.0 0.0 40.0 20.0 0.0 40.0 80.0 5 50,001 - 100,000 * * * * * * ซ * * * * * 100.0 0.0 0.0 0.0 0.0 0.0 100.0 100.0 0.0 0.0 0.0 1 50.0 50.0 50.0 0.0 0.0 50.0 0.0 0.0 0.0 50.0 100.0 2 100,001- 500,000 32.4 67.6 67.6 64.7 0.0 0.0 33.3 0.0 0.0 33.3 66.7 3 * * * * * * * * * * * * 16.7 100.0 33.3 50.0 0.0 0.0 50.0 0.0 0.0 16.7 100.0 6 Over 500,000 * * * * * * * * * * * * * * * * * * * * * * * * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 1 All Sizes 5.9 34.7 49.5 71.2 0.0 0.0 16.7 16.7 0.0 16.7 33.3 6 12.8 87.2 66.6 33.3 0.0 0.0 25.0 50.0 0.0 0.0 50.0 4 8.4 78.6 38.7 24.8 0.0 4.3 21.7 26.1 0.0 30.4 69.6 23 (Continued) 76 ------- Table 33 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of Mixed Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source Mixed Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Membranes Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Other Treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations System Service Population Category 100 or Less 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 1 * * * * * * ซ * * * * * Data: Q.9 101 - 500 * * * * * * ซ * * * * * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 501 - 3,300 * * * * * * ซ * * * * * * * * * * * ซ * * * * * 3,301 - 10,001 - 10,000 50,000 0.0 100.0 100.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 1 * * * * * * * * * * * * ป ป * * * * * * * * * * Notes: Treatment schemes listed are based on the categorization 50,001 - 100,000 * * * * * * ซ * * * * * * * * * * * ซ * * * * * presented by 100,001- Over 500,000 500,000 All 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 1 * * * * * * * * * * * * ป ป * * * * * * * * * * Table 23 and Table 24. Sizes 0.0 70.9 70.9 70.9 0.0 0.0 0.0 0.0 0.0 66.7 33.3 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 77 ------- Table 34 Residual Management Practices For Each Treatment Scheme Percentage of All Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source All Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Disinfection with no additional treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Disinfection, Other Chemical Addition Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Ion exchange, activated alumina, aeration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations System Service Population Category 100 or Less 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 54 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.5 12.5 8 10.4 0.0 40.7 20.8 0.0 0.0 10.0 0.0 20.0 20.0 0.0 10 101 - 500 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.6 3.3 0.0 1.6 61 7.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11.8 17 12.3 0.0 23.9 0.0 0.0 0.0 0.0 0.0 12.5 25.0 0.0 8 501 - 3,300 0.0 0.0 0.0 0.7 0.0 0.0 0.0 1.1 0.0 0.0 0.0 94 0.0 0.3 0.0 1.9 1.3 0.0 1.9 1.9 0.0 1.9 1.9 53 0.0 17.3 0.0 17.3 0.0 0.0 0.0 0.0 0.0 7.7 0.0 13 3,301 - 10,000 0.0 0.0 0.0 23.9 7.5 0.0 0.0 6.3 0.0 8.3 0.0 48 0.0 2.2 0.0 8.5 4.3 0.0 0.0 0.0 3.4 3.4 0.0 29 0.0 0.0 0.0 25.3 0.0 0.0 0.0 0.0 0.0 11.1 0.0 9 10,001 - 50,000 0.0 0.0 0.0 5.2 0.0 0.0 0.0 8.2 0.0 6.1 0.0 49 1.2 0.4 0.0 2.7 0.0 0.0 1.4 2.9 1.4 7.2 1.4 69 1.3 0.0 1.3 4.6 10.1 0.0 6.5 3.2 0.0 16.1 0.0 31 50,001 - 100,000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.2 0.0 0.0 0.0 62 0.0 0.5 0.0 0.5 0.6 0.0 2.5 0.0 0.0 2.5 1.3 79 0.0 0.0 0.0 0.0 0.0 0.0 18.8 0.0 0.0 6.3 6.3 16 100,001- 500,000 4.8 0.4 0.8 1.2 0.4 0.0 0.4 0.8 1.2 0.8 0.4 247 1.5 2.6 9.9 12.0 0.0 0.0 1.6 8.2 0.4 5.5 2.3 256 0.0 0.0 3.9 11.4 0.0 3.7 3.7 29.6 0.0 3.7 7.4 27 Over 500,000 0.0 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 121 1.7 2.1 1.3 0.4 0.0 0.4 0.4 0.8 0.0 0.4 0.4 239 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 38 All Sizes 0.1 0.0 0.0 2.8 0.7 0.0 0.1 1.8 0.7 1.2 0.3 736 1.4 0.6 0.5 2.6 1.0 0.1 1.2 3.5 0.4 3.3 1.7 750 5.5 3.6 15.9 12.2 2.0 0.7 4.6 5.9 2.0 8.6 2.0 152 (Continued) 78 ------- Table 34 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of All Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source All Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Other filtration (not direct or conventional) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Direct filtration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Conventional filtration (with and without softening) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations System Service Population Category 100 or Less 0.0 2.4 10.4 27.1 0.0 0.0 5.3 2.6 13.2 10.5 0.0 38 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0.0 14.5 14.5 14.5 0.0 0.0 20.0 0.0 20.0 20.0 20.0 5 101 - 500 0.0 3.0 8.7 3.2 0.0 0.0 0.0 20.5 7.7 20.5 0.0 39 0.0 42.2 16.2 52.6 0.0 0.0 0.0 10.0 20.0 10.0 0.0 10 0.0 38.8 8.6 69.5 0.0 0.0 10.5 21.1 0.0 42.1 0.0 19 501 - 3,300 0.7 31.3 17.4 37.3 0.0 0.0 2.6 18.4 2.6 39.5 2.6 38 0.0 26.6 5.0 68.5 0.0 0.0 14.3 14.3 0.0 50.0 35.7 14 0.0 57.3 32.8 60.8 0.0 3.0 9.1 30.3 0.0 30.3 27.3 33 3,301 - 10,000 8.8 26.3 7.0 33.3 7.0 0.0 10.0 40.0 10.0 25.0 25.0 20 27.4 60.8 5.6 66.6 0.0 0.0 26.7 40.0 20.0 13.3 40.0 15 4.7 48.6 22.1 50.1 0.0 0.0 18.4 36.7 0.0 20.4 38.8 49 10,001 - 50,000 5.7 10.9 4.5 9.4 2.1 0.0 17.9 17.9 0.0 61.5 17.9 39 0.0 79.2 25.5 36.5 0.0 0.0 28.6 28.6 4.8 28.6 38.1 21 15.0 64.5 42.6 41.9 0.0 7.2 20.3 36.2 1.4 23.2 34.8 69 50,001 - 100,000 2.9 13.7 11.3 61.7 5.8 4.2 4.2 20.8 8.3 37.5 58.3 24 11.1 70.4 23.7 32.5 0.0 0.0 45.0 35.0 0.0 30.0 60.0 20 23.9 55.2 36.6 45.9 0.0 5.7 26.4 35.8 0.0 22.6 47.2 53 100,001- 500,000 16.8 36.2 26.1 32.7 10.7 3.4 15.5 24.1 1.7 39.7 34.5 58 25.5 58.8 28.7 43.2 0.0 3.1 37.5 28.1 6.3 34.4 65.6 32 29.8 61.1 32.1 33.8 0.0 1.9 46.3 22.5 0.0 21.9 58.1 160 Over 500,000 0.0 46.0 0.0 2.8 0.0 0.0 0.0 13.5 0.0 32.4 21.6 37 18.2 54.5 9.1 9.1 0.0 0.0 36.4 18.2 0.0 0.0 81.8 11 33.3 44.5 18.0 27.9 0.0 3.4 40.9 26.1 0.0 33.0 70.5 88 All Sizes 2.1 14.3 10.8 22.1 1.3 1.0 7.5 18.8 4.8 34.1 18.8 293 8.5 56.8 16.7 50.5 0.0 0.8 29.4 26.2 6.3 26.2 48.4 126 11.5 54.6 29.8 48.3 0.0 3.2 32.1 28.4 0.4 25.4 48.9 476 (Continued) 79 ------- Table 34 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of All Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source All Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Membranes Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Other Treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations System Service Population Category 100 or Less 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 1 Data: Q.9 101 - 500 0.0 4.9 0.0 9.5 0.0 0.0 0.0 33.3 16.7 0.0 16.7 6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.7 0.0 6 501 - 3,300 0.0 53.5 40.8 68.2 0.0 0.0 10.0 30.0 10.0 60.0 0.0 10 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 3,301 - 10,000 0.0 33.3 0.0 0.0 0.0 0.0 0.0 33.3 0.0 66.7 66.7 3 * * * * * * ซ * * * * * 10,001 - 50,000 0.0 100.0 100.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 1 50.0 50.0 0.0 50.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0 2 Notes: Treatment schemes listed are based on the categorization 50,001 - 100,000 0.0 31.3 31.3 31.3 0.0 0.0 0.0 40.0 0.0 0.0 40.0 5 66.7 0.0 0.0 0.0 0.0 66.7 0.0 0.0 0.0 0.0 0.0 3 100,001- 500,000 0.0 19.6 19.6 19.6 19.6 0.0 0.0 40.0 0.0 20.0 20.0 5 3.8 0.0 0.0 0.0 3.5 0.0 25.9 14.8 0.0 25.9 3.7 27 Over 500,000 All 20.6 20.6 20.6 0.0 0.0 0.0 0.0 0.0 0.0 60.0 40.0 5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15 Sizes 0.4 32.5 22.5 37.4 0.4 0.0 2.7 27.0 5.4 35.1 24.3 37 1.6 0.5 0.0 0.5 0.2 3.5 12.3 8.8 0.0 15.8 3.5 57 presented by Table 23 and Table 24. 80 ------- Table 35 Residual Management Practices For Each Treatment Scheme Percentage of Surface Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source and Plant Average Daily Production Surface Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Disinfection with no additional treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Disinfection, Other Chemical Addition Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Ion exchange, activated alumina, aeration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Plant Average Daily Production (MGD) 0 - 0.01 - 0.01 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.7 0.0 0.0 0.0 0.0 0.0 16.7 11 6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 1 * * * * * * * * * * * * * * * * * * * * * * * * 0.1 - 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 0.0 0.0 3 0.0 14.5 0.0 14.4 0.0 0.0 12.5 12.5 0.0 12.5 12.5 8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 1.0- 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11.1 0.0 0.0 0.0 g 0.0 28.4 3.9 0.0 0.0 0.0 9.1 0.0 0.0 18.2 9.1 11 88.0 0.0 88.0 88.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 2 10.0- 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 29.5 50.6 41.0 32.7 0.0 0.0 18.8 18.8 0.0 18.8 43.8 16 * * * * * * ซ * * * * * Over 100 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 25.0 0.0 0.0 0.0 25.0 25.0 0.0 0.0 0.0 0.0 4 * * * * * * * * * * * * All Sizes 0.0 0.6 0.0 0.0 0.0 0.0 0.0 9.7 0.0 0.0 3.2 31 3.4 21.2 5.5 13.0 0.0 2.5 15.0 10.0 0.0 15.0 25.0 40 46.0 0.0 46.0 46.0 0.0 0.0 0.0 33.3 0.0 0.0 0.0 3 (Continued) 81 ------- Table 35 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of Surface Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source and Plant Average Daily Production Surface Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Other filtration (not direct or conventional) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Direct filtration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Conventional filtration (with and without softening) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Plant Average Daily Production (MGD) 0- 0.01 0.0 17.3 14.5 14.5 0.0 0.0 3.8 11.5 0.0 7.7 0.0 26 0.0 60.9 6.4 0.0 0.0 0.0 25.0 0.0 50.0 0.0 25.0 4 0.0 39.0 16.6 33.0 0.0 0.0 12.5 12.5 12.5 37.5 12.5 8 0.01 - 0.1 0.7 59.0 18.0 64.0 0.0 0.0 3.7 18.5 3.7 7.4 3.7 27 0.0 39.6 27.7 53.0 0.0 0.0 0.0 0.0 0.0 20.0 10.0 10 0.0 68.1 29.1 48.5 0.0 0.0 16.7 29.2 0.0 25.0 8.3 24 0.1 - 1.0 0.0 20.6 34.5 12.4 0.0 0.0 5.6 33.3 5.6 22.2 22.2 18 0.0 45.5 9.4 56.0 0.0 0.0 13.6 27.3 9.1 27.3 36.4 22 5.9 55.7 31.0 65.8 0.0 1.9 21.2 25.0 0.0 25.0 36.5 52 1.0- 10.0 17.7 34.3 31.9 32.4 14.7 0.0 22.2 33.3 0.0 22.2 33.3 9 5.9 72.6 19.5 57.6 0.0 2.5 37.5 32.5 2.5 37.5 55.0 40 13.0 58.6 35.1 44.4 0.0 3.4 26.9 34.5 0.7 20.7 40.0 145 10.0- 100.0 40.0 40.0 40.0 0.0 0.0 0.0 20.0 60.0 0.0 20.0 60.0 5 22.4 67.0 23.1 28.4 0.0 0.0 36.0 28.0 0.0 12.0 72.0 25 34.8 55.1 25.4 28.0 0.0 4.5 42.5 26.8 0.0 29.6 63.7 179 Over 100 * * * * * * ซ * * * * * 0.0 66.7 0.0 0.0 0.0 0.0 66.7 0.0 0.0 0.0 100.0 3 36.4 18.2 0.0 18.2 0.0 0.0 36.4 27.3 0.0 36.4 63.6 11 All Sizes 2.5 35.4 25.3 33.0 1.5 0.0 7.1 23.5 2.4 12.9 12.9 85 3.7 57.6 16.1 50.0 0.0 1.0 28.8 25.0 4.8 25.0 51.0 104 13.5 57.5 31.2 47.6 0.0 3.3 32.2 29.1 0.5 26.0 48.0 419 (Continued) 82 ------- Table 35 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of Surface Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source and Plant Average Daily Production Surface Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Membranes Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Other Treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Plant Average Daily Production (MGD) 0- 0.01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 * * * * * * ซ * * * * * Data: Q.9 0.01 - 0.1 0.0 9.1 0.0 50.9 0.0 0.0 12.5 12.5 12.5 25.0 12.5 8 * * * * * * ซ * * * * * 0.1 - 1.0 0.0 50.2 0.0 33.3 0.0 0.0 0.0 57.1 0.0 42.9 14.3 7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 1.0- 10.0 0.0 17.6 17.6 17.6 0.0 0.0 0.0 16.7 0.0 50.0 50.0 6 * * * * * * ซ * * * * * 10.0- 100.0 31.2 68.8 68.8 0.0 0.0 0.0 0.0 0.0 0.0 33.3 100.0 3 * * * * * * * * * * * * Over 100 All Sizes * * * * * * * * * * * * * * * * * * * * * * * * 0.8 26.7 5.0 36.4 0.0 0.0 4.0 24.0 4.0 36.0 32.0 25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 Notes: Treatment schemes listed are based on the categorization presented by Table 23 and Table 24. 83 ------- Table 36 Residual Management Practices For Each Treatment Scheme Percentage of Ground Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source and Plant Average Daily Production Ground Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Disinfection with no additional treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Disinfection, Other Chemical Addition Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Ion exchange, activated alumina, aeration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Plant Average Daily Production (MGD) 0- 0.01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.9 0.0 0.0 51 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.1 3.1 32 15.3 0.0 37.5 15.9 0.0 0.0 7.7 0.0 23.1 23.1 0.0 13 0.01 - 0.1 0.0 0.0 0.0 1.1 0.5 0.0 0.0 0.0 0.0 0.6 0.0 158 3.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 115 0.0 17.9 0.0 17.9 0.0 0.0 0.0 0.0 0.0 6.3 0.0 16 0.1 - 1.0 0.0 0.0 0.1 9.3 2.7 0.0 0.0 2.9 0.4 2.5 0.0 239 0.2 0.2 0.8 2.5 1.2 0.0 0.0 4.0 0.3 3.7 0.0 349 0.0 0.0 0.0 10.6 0.0 0.0 2.3 2.3 0.0 7.0 0.0 43 1.0- 10.0 2.8 0.0 0.0 10.6 0.0 0.0 0.0 1.4 0.9 0.5 0.5 216 0.0 0.2 1.8 13.2 0.7 0.0 0.5 3.1 0.5 2.1 0.0 191 0.0 0.0 0.4 0.4 17.2 1.6 7.9 11.1 0.0 9.5 3.2 63 10.0- 100.0 0.0 22.5 0.0 0.0 0.0 0.0 20.0 0.0 0.0 20.0 0.0 5 27.4 27.4 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 2 0.0 0.0 0.0 11.3 0.0 0.0 0.0 0.0 0.0 0.0 16.7 6 Over 100 All Sizes 0.1 0.0 0.0 2.8 0.8 0.0 0.1 1.5 0.7 1.3 0.1 669 1.4 0.1 0.4 2.0 0.6 0.0 0.1 2.9 0.4 2.6 0.3 689 5.7 3.9 13.9 12.9 2.2 0.7 5.0 5.7 2.1 9.2 2.1 141 (Continued) 84 ------- Table 36 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of Ground Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source and Plant Average Daily Production Ground Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Other filtration (not direct or conventional) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Direct filtration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Conventional filtration (with and without softening) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Plant Average Daily Production (MGD) 0 - 0.01 - 0.01 0.1 0.0 0.0 0.0 12.1 7.0 10.7 18.8 12.0 0.0 0.0 0.0 0.0 6.3 3.6 0.0 14.3 37.5 0.0 25.0 57.1 6.3 0.0 16 28 * * * * * * * * * * * * * * * * * * * * * * * * 0.0 39.7 39.7 100.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 2 0.1 - 1.0 3.8 28.8 10.0 37.9 3.9 1.6 9.5 9.5 3.2 50.8 15.9 63 27.7 36.6 8.0 80.6 0.0 0.0 16.7 0.0 16.7 33.3 33.3 6 0.0 17.8 0.0 35.5 0.0 0.0 0.0 20.0 0.0 60.0 20.0 5 1.0- 10.0 13.8 16.9 11.5 10.0 5.0 1.7 8.6 22.4 1.7 36.2 24.1 58 2.1 84.0 14.0 8.9 0.0 0.0 44.4 55.6 11.1 44.4 22.2 9 66.6 60.4 80.2 60.4 0.0 0.0 40.0 0.0 0.0 0.0 60.0 10 10.0- 100.0 9.1 8.1 7.0 71.9 6.3 3.7 7.4 29.6 7.4 44.4 63.0 27 100.0 0.0 100.0 100.0 0.0 0.0 50.0 0.0 50.0 50.0 100.0 2 15.5 65.6 34.4 84.5 0.0 0.0 44.4 44.4 0.0 0.0 44.4 9 Over 100 * * * * * * ซ * * * * * * * * * * * ซ * * * * * 0.0 100.0 0.0 50.0 0.0 0.0 100.0 0.0 0.0 50.0 100.0 2 All Sizes 1.9 12.2 9.3 21.6 1.3 1.6 7.8 16.1 5.7 44.3 21.9 192 20.5 52.6 12.5 55.5 0.0 0.0 35.3 29.4 17.6 41.2 35.3 17 4.5 31.3 21.0 63.6 0.0 0.0 35.7 17.9 0.0 17.9 46.4 28 (Continued) 85 ------- Table 36 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of Ground Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source and Plant Average Daily Production Ground Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Membranes Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Other Treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Plant Average Daily Production (MGD) 0- 0.01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 0.0 0.0 3 Data: Q.9 0.01 - 0.1 * * * * * * ซ * * * * * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.7 0.0 6 0.1 - 1.0 0.0 97.3 97.3 97.3 0.0 0.0 0.0 0.0 0.0 50.0 0.0 2 0.0 0.0 0.0 0.0 0.0 0.0 12.5 0.0 0.0 25.0 0.0 8 1.0- 10.0 0.0 0.0 0.0 17.7 17.7 0.0 0.0 75.0 0.0 0.0 0.0 4 20.4 8.4 0.0 8.4 3.2 3.6 21.4 7.1 0.0 17.9 7.1 28 10.0- 100.0 * * * * * * ซ * * * * * 39.3 0.0 0.0 0.0 0.0 20.0 0.0 40.0 0.0 20.0 0.0 5 Over 100 All Sizes * * * * * * ซ * * * * * 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 1 0.0 37.0 37.0 37.9 0.9 0.0 0.0 37.5 12.5 12.5 0.0 8 1.6 0.5 0.0 0.5 0.2 4.0 14.0 10.0 0.0 18.0 4.0 50 Notes: Treatment schemes listed are based on the categorization presented by Table 23 and Table 24. 86 ------- Table 37 Residual Management Practices For Each Treatment Scheme Percentage of Mixed Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source and Plant Average Daily Production Mixed Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Disinfection with no additional treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Disinfection, Other Chemical Addition Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Ion exchange, activated alumina, aeration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Plant Average Daily Production (MGD) 0- 0.01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 * * * * * * ซ * * * * * * * * * * * ซ * * * * * 0.01 - 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 * * * * * * * * * * * * * * * * * * * * * * * * 0.1 - 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 1.0- 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 73.6 0.0 0.0 0.0 0.0 0.0 33.3 0.0 0.0 33.3 33.3 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 10.0- 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 32.4 0.0 0.0 0.0 0.0 33.3 33.3 0.0 0.0 0.0 3 * * * * * * ซ * * * * * Over 100 All Sizes 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11 17.0 2.8 0.0 0.0 0.0 0.0 25.0 25.0 0.0 12.5 12.5 8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 (Continued) 87 ------- Table 37 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of Mixed Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source and Plant Average Daily Production Mixed Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Other filtration (not direct or conventional) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Direct filtration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Conventional filtration (with and without softening) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Plant Average Daily Production (MGD) 0- 0.01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 * * * * * * ซ * * * * * * * * * * * ซ * * * * * 0.01 - 0.1 0.0 27.3 45.4 72.7 0.0 0.0 0.0 33.3 0.0 0.0 0.0 3 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 1 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 1 0.1 - 1.0 * * * * * * ซ * * * * * * * * * * * ซ * * * * * 0.0 68.5 36.9 31.5 0.0 0.0 0.0 50.0 0.0 16.7 33.3 6 1.0- 10.0 0.0 100.0 100.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 1 16.1 83.9 83.9 41.9 0.0 0.0 33.3 33.3 0.0 0.0 66.7 3 10.0 82.3 40.3 20.4 0.0 0.0 33.3 33.3 0.0 44.4 77.8 9 10.0- 100.0 47.9 52.1 52.1 47.9 0.0 0.0 50.0 0.0 0.0 50.0 50.0 2 * * * * * * * * * * * * 40.9 89.8 53.1 36.7 0.0 14.3 28.6 0.0 0.0 14.3 100.0 7 Over 100 All Sizes 5.9 34.7 49.5 71.2 0.0 0.0 16.7 16.7 0.0 16.7 33.3 6 12.8 87.2 66.6 33.3 0.0 0.0 25.0 50.0 0.0 0.0 50.0 4 8.4 78.6 38.7 24.8 0.0 4.3 21.7 26.1 0.0 30.4 69.6 23 (Continued) 88 ------- Table 37 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of Mixed Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source and Plant Average Daily Production Mixed Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Membranes Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Other Treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Plant Average Daily Production (MGD) 0 - 0.01 - 0.01 0.1 * * * * * * * * * * * * ป ป ป ป * * * * * * * * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 Data: Q.9 0.1 - 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 1 * * * * * * ซ * * * * * 1.0- 10.0- 10.0 100.0 0.0 88.5 88.5 88.5 0.0 0.0 0.0 0.0 0.0 50.0 50.0 2 * * * * * * * * * * * * * * * * * * * * * * * * Notes: Treatment schemes listed are based on the categorization Over 100 All Sizes * * * * * * * * * * * * * * * * * * * * * * * * presented by 0.0 70.9 70.9 70.9 0.0 0.0 0.0 0.0 0.0 66.7 33.3 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 Table 23 and Table 24. 89 ------- Table 38 Residual Management Practices For Each Treatment Scheme Percentage of All Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source and Plant Average Daily Production All Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Disinfection with no additional treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Disinfection, Other Chemical Addition Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Ion exchange, activated alumina, aeration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Plant Average Daily Production (MGD) 0- 0.01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.1 0.0 0.0 64 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.1 3.1 32 15.3 0.0 37.5 15.9 0.0 0.0 7.7 0.0 23.1 23.1 0.0 13 0.01 - 0.1 0.0 0.0 0.0 1.0 0.5 0.0 0.0 0.6 0.0 0.6 0.6 167 3.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.7 116 0.0 17.9 0.0 17.9 0.0 0.0 0.0 0.0 0.0 6.3 0.0 16 0.1 - 1.0 0.0 0.0 0.1 8.7 2.6 0.0 0.0 3.3 0.4 2.4 0.0 246 0.2 0.8 0.7 3.0 1.2 0.0 0.3 4.5 0.3 3.9 0.3 359 0.0 0.0 0.0 9.8 0.0 0.0 2.2 2.2 0.0 6.5 0.0 46 1.0- 10.0 2.7 0.0 0.0 10.1 0.0 0.0 0.0 1.8 0.9 0.4 0.4 226 1.6 2.1 1.9 12.1 0.7 0.0 1.5 2.9 0.5 3.4 1.0 205 2.1 0.0 2.4 2.4 16.6 1.5 7.6 12.1 0.0 9.1 3.0 66 10.0- 100.0 0.0 12.8 0.0 0.0 0.0 0.0 14.3 0.0 0.0 14.3 0.0 7 25.1 44.3 28.8 22.9 0.0 0.0 19.0 19.0 4.8 14.3 33.3 21 0.0 0.0 0.0 11.3 0.0 0.0 0.0 0.0 0.0 0.0 16.7 6 Over 100 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 25.0 0.0 0.0 0.0 25.0 25.0 0.0 0.0 0.0 0.0 4 * * * * * * * * * * * * All Sizes 0.1 0.0 0.0 2.7 0.7 0.0 0.1 1.8 0.7 1.3 0.3 711 1.5 0.7 0.6 2.3 0.5 0.1 1.2 3.5 0.4 3.4 1.8 737 5.8 3.8 13.8 12.8 2.1 0.7 4.8 6.1 2.0 8.8 2.0 147 (Continued) 90 ------- Table 38 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of All Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source and Plant Average Daily Production All Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Other filtration (not direct or conventional) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Direct filtration Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Conventional filtration (with and without softening) Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Plant Average Daily Production (MGD) 0- 0.01 0.0 1.1 7.5 18.5 0.0 0.0 4.8 7.1 14.3 14.3 2.4 42 0.0 60.9 6.4 0.0 0.0 0.0 25.0 0.0 50.0 0.0 25.0 4 0.0 39.0 16.6 33.0 0.0 0.0 12.5 12.5 12.5 37.5 12.5 8 0.01 - 0.1 0.1 17.8 12.0 18.9 0.0 0.0 3.4 17.2 1.7 31.0 1.7 58 0.0 44.1 25.6 49.1 0.0 0.0 0.0 9.1 0.0 18.2 9.1 11 0.0 55.3 33.6 71.8 0.0 0.0 14.8 25.9 0.0 29.6 7.4 27 0.1 - 1.0 3.1 27.3 14.6 33.2 3.1 1.2 8.6 14.8 3.7 44.4 17.3 81 11.1 41.9 8.8 65.8 0.0 0.0 14.3 21.4 10.7 28.6 35.7 28 3.8 46.3 22.9 54.7 0.0 1.6 17.5 27.0 0.0 27.0 34.9 63 1.0- 10.0 14.5 20.7 15.9 14.8 6.9 1.5 10.3 23.5 1.5 33.8 26.5 68 5.7 76.3 22.6 44.4 0.0 1.9 38.5 36.5 3.8 36.5 50.0 52 14.0 61.1 36.7 42.4 0.0 3.0 28.0 32.3 0.6 20.7 43.3 164 10.0- 100.0 11.9 11.1 10.1 67.0 5.8 2.9 11.8 32.4 5.9 41.2 61.8 34 32.4 58.4 33.0 37.6 0.0 0.0 37.0 25.9 3.7 14.8 74.1 27 33.8 57.0 27.0 31.9 0.0 4.6 42.1 26.7 0.0 27.7 64.1 195 Over 100 * * * * * * ซ * * * * * 0.0 66.7 0.0 0.0 0.0 0.0 66.7 0.0 0.0 0.0 100.0 3 31.0 30.2 0.0 22.9 0.0 0.0 46.2 23.1 0.0 38.5 69.2 13 All Sizes 2.0 15.1 11.5 23.2 1.3 1.1 7.8 18.4 4.6 34.3 19.4 283 8.5 57.3 16.9 50.9 0.0 0.8 29.6 26.4 6.4 26.4 48.8 125 11.5 54.5 30.0 48.7 0.0 3.2 31.9 28.3 0.4 25.7 48.9 470 (Continued) 91 ------- Table 38 (Cont.) Residual Management Practices For Each Treatment Scheme Percentage of All Water Plants Using Each Residual Management Practice by Treatement Scheme By Water Source and Plant Average Daily Production All Water Plant Treatment Schemes and Residual Management Practice Treatment Scheme: Membranes Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Treatment Scheme: Other Treatment Dewatering Mechanical dewatering Non-mechanical dewatering Disposal Land application On-site storage Deep well injection Hazardous waste landfill Non-hazardous waste landfill Direct discharge to surface water Septic system Sanitary Sewer Recycle filter backwash Observations Plant Average Daily Production (MGD) 0- 0.01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 0.0 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 0.0 0.0 3 Data: Q.9 0.01 - 0.1 0.0 9.1 0.0 50.9 0.0 0.0 12.5 12.5 12.5 25.0 12.5 8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.3 0.0 7 0.1 - 1.0 0.0 73.3 49.9 65.4 0.0 0.0 0.0 40.0 0.0 50.0 10.0 10 0.0 0.0 0.0 0.0 0.0 0.0 11.1 0.0 0.0 22.2 0.0 9 1.0- 10.0 0.0 29.9 29.9 33.0 3.2 0.0 0.0 33.3 0.0 33.3 33.3 12 20.4 8.4 0.0 8.4 3.2 3.6 21.4 7.1 0.0 17.9 7.1 28 10.0- 100.0 31.2 68.8 68.8 0.0 0.0 0.0 0.0 0.0 0.0 33.3 100.0 3 39.3 0.0 0.0 0.0 0.0 20.0 0.0 40.0 0.0 20.0 0.0 5 Over 100 All Sizes * * * * * * ซ * * * * * 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 1 0.4 33.4 23.2 38.5 0.5 0.0 2.8 25.0 5.6 33.3 25.0 36 1.6 0.5 0.0 0.5 0.2 3.8 13.5 9.6 0.0 17.3 3.8 52 Notes: Treatment schemes listed are based on the categorization presented by Table 23 and Table 24. 92 ------- Table 39 Percentage of Water Treatment Plants Allowed to Discharge to Surface Water, Septic Systems, or Sanitary Sewers that Use that Option By Water Source and Treatment Scheme Water Source and Treatment Scheme Ground Water Plants Treatment Scheme: Disinfection with no additional treatment Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other chemical addition Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Ion exchange, activated alumina, aeration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other filtration (not direct or conventional) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Direct filtration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Conventional filtration (with and without softening) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Membranes Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other Direct Discharge to Surface Water Septic system Sanitary sewer Observations System Service Population Category 100 or Less * * * * * * * * * * * * * * * * ซ * * * * * * * * * * * 1.0 0.0 0.0 1 101 - 500 * * * * * * * * * * * * 1.0 0.0 0.0 1.0 ซ * * * * * * * * * * * * * * * 501 - 3,300 0.7 0.0 0.0 3.0 * * * * * * * * 1.0 0.0 0.0 3.0 ซ * * * 1.0 0.0 0.0 1.0 * * * * * * * * 3,301 - 10,000 1.0 0.0 0.0 3.0 * * * * * * * * 0.7 0.3 0.0 5.0 ซ * * * * * * * * * * * * * * * 10,001 - 50,000 1.0 0.0 0.3 4.0 1.0 0.0 0.0 1.0 1.0 0.0 0.0 8.0 1.0 0.0 0.0 5.0 0.7 0.0 0.0 2.0 * * * * * * * * * * * * 50,001 - 100,001- 100,000 500,000 0.0 0.0 0.0 2.0 * * * * * * * * 0.2 0.0 0.0 9.0 0.7 0.0 0.0 2.0 1.0 0.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 2 0.7 0.0 0.0 3.0 0.7 0.0 0.0 27.0 1.0 0.0 0.0 8.0 0.9 0.0 0.2 11.0 1.0 0.3 0.7 3.0 1.0 0.0 0.0 2.0 0.6 0.0 0.4 3.0 0.5 0.0 0.1 8 Over 500,000 0.0 0.0 0.0 49.0 * * * * * * * * 1.0 0.0 0.0 5.0 ซ * * * 1.0 0.0 0.0 1.0 * * * * * * * * All Sizes 0.7 0.0 0.1 64.0 0.8 0.0 0.0 28.0 1.0 0.0 0.0 8.0 0.8 0.1 0.0 39.0 0.8 0.0 0.1 7.0 1.0 0.0 0.0 5.0 0.8 0.0 0.2 4.0 0.9 0.0 0.0 11 (Continued) 93 ------- Table 39 (Cont.) Percentage of Water Treatment Plants Allowed to Discharge to Surface Water, Septic Systems, or Sanitary Sewers that Use that Option By Water Source and Treatment Scheme Water Source and Treatment Scheme Surface Water Plants Treatment Scheme: Disinfection with no additional treatment Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other chemical addition Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Ion exchange, activated alumina, aeration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other filtration (not direct or conventional) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Direct filtration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Conventional filtration (with and without softening) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Membranes Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other Direct Discharge to Surface Water Septic system Sanitary sewer Observations System Service Population Category 100 or Less * * * * * * * * * * * * 1.0 0.0 0.0 1.0 * * * * * * * * ซ * * * * * * * 101 - 500 1.0 0.0 0.0 1.0 0.0 0.0 0.0 1.0 * * * * 1.0 0.0 0.0 6.0 * * * * 0.8 0.0 0.0 5.0 1.0 0.0 0.0 2.0 * * * * 501 - 3,300 * * * * 1.0 0.0 0.0 1.0 * * * * 1.0 0.0 0.2 4.0 1.0 0.0 0.0 2.0 0.7 0.0 0.0 10.0 1.0 0.0 0.7 3.0 * * * * 3,301 - 10,000 * * * * * * * * * * * * 1.0 0.0 0.3 4.0 0.9 0.1 0.0 7.0 0.8 0.0 0.1 20.0 1.0 0.0 0.0 1.0 * * * * 10,001 - 50,000 * * * * * * * * 1.0 0.0 0.0 1.0 1.0 0.0 0.0 2.0 1.0 0.0 0.0 5.0 1.0 0.1 0.2 25.0 ซ * * * * * * * 50,001 - 100,001- 100,000 500,000 1.0 0.0 0.0 2.0 * * * * * * * * * * * * 1.0 0.0 0.2 5.0 0.9 0.0 0.3 19.0 1.0 0.0 0.0 1.0 * * * * * * * * 0.5 0.0 0.5 2.0 * * * * 1.0 0.0 0.3 4.0 0.8 0.0 0.3 9.0 1.0 0.0 0.2 35.0 1.0 0.0 0.0 1.0 * * * * Over 500,000 * * * * 0.7 0.0 0.3 3.0 * * * * * * * * 1.0 0.0 0.0 2.0 0.7 0.0 0.2 31.0 ซ * * * * * * * All Sizes 1.0 0.0 0.0 3.0 0.6 0.0 0.1 7.0 1.0 0.0 0.0 1.0 1.0 0.0 0.2 21.0 0.9 0.1 0.0 30.0 0.8 0.0 0.1 145.0 1.0 0.0 0.4 7.0 (Continued) 94 ------- Table 39 (Cont.) Percentage of Water Treatment Plants Allowed to Discharge to Surface Water, Septic Systems, or Sanitary Sewers that Use that Option By Water Source and Treatment Scheme Water Source and Treatment Scheme System Service Population Category 100 or Less 101 - 500 501 - 3,300 3,301 - 10,001 - 50,001 - 100,001- 10,000 50,000 100,000 500,000 Over 500,000 All Sizes Mixed Plants Treatment Scheme: Disinfection with no additional treatment Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other chemical addition Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Ion exchange, activated alumina, aeration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other filtration (not direct or conventional) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Direct filtration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Conventional filtration (with and without softening) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Membranes Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other Direct Discharge to Surface Water Septic system Sanitary sewer Observations 1.0 0.0 0.0 1.0 1.0 0.0 0.0 1.0 1.0 0.0 0.0 1.0 1.0 0.0 0.0 1.0 1.0 0.0 0.0 1.0 0.7 0.0 0.3 3.0 1.0 0.0 0.7 3.0 0.7 0.0 0.3 2.0 0.0 0.0 0.0 1.0 1.0 0.0 0.0 2.0 1.0 0.0 0.0 1.0 1.0 0.0 0.0 2.0 0.9 0.0 0.5 9.0 (Continued) 95 ------- Table 39 (Cont.) Percentage of Water Treatment Plants Allowed to Discharge to Surface Water, Septic Systems, or Sanitary Sewers that Use that Option By Water Source and Treatment Scheme Water Source and Treatment Scheme All Plants Treatment Scheme: Disinfection with no additional treatment Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other chemical addition Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Ion exchange, activated alumina, aeration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other filtration (not direct or conventional) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Direct filtration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Conventional filtration (with and without softening) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Membranes Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other Direct Discharge to Surface Water Septic system Sanitary sewer Observations System Service Population Category 100 or Less * * * * * * * * * * * * 1.0 0.0 0.0 1.0 * * * * * * * * ซ * * * 1.0 0.0 0.0 1 Data: Q.9 101 - 500 1.0 0.0 0.0 1.0 0.0 0.0 0.0 1.0 * * * * 1.0 0.0 0.0 8.0 1.0 0.0 0.0 1.0 0.8 0.0 0.0 5.0 1.0 0.0 0.0 2.0 * * * * 501 - 3,300 0.7 0.0 0.0 3.0 1.0 0.0 0.0 1.0 * * * * 1.0 0.0 0.0 7.0 1.0 0.0 0.0 2.0 0.8 0.0 0.1 14.0 1.0 0.0 0.7 3.0 * * * * 3,301 - 10,000 1.0 0.0 0.0 3.0 * * * * * * * * 0.8 0.2 0.1 9.0 0.9 0.1 0.0 7.0 0.8 0.0 0.2 23.0 1.0 0.0 0.0 1.0 * * * * 10,001 - 50,000 1.0 0.0 0.3 4.0 1.0 0.0 0.0 2.0 1.0 0.0 0.0 1.0 1.0 0.0 0.0 7.0 0.9 0.0 0.0 7.0 1.0 0.0 0.2 28.0 ซ * * * * * * * Notes: Treatment schemes listed are based on the categorization 50,001 - 100,001- 100,000 0.7 0.0 0.0 4.0 * * * * * * * * 0.2 0.0 0.0 9.0 0.9 0.0 0.1 8.0 0.9 0.0 0.3 20.0 1.0 0.0 0.0 2.0 0.0 0.0 0.0 2 500,000 0.7 0.0 0.0 3.0 0.7 0.0 0.0 32.0 1.0 0.0 0.0 8.0 0.9 0.0 0.2 15.0 0.8 0.1 0.4 12.0 1.0 0.0 0.2 37.0 0.6 0.0 0.4 3.0 0.5 0.0 0.1 8 Over 500,000 All 0.0 0.0 0.0 49.0 0.7 0.0 0.3 3.0 * * * * 1.0 0.0 0.0 5.0 1.0 0.0 0.0 2.0 0.7 0.0 0.1 33.0 ซ * * * * * * * Sizes 0.7 0.0 0.1 67.0 0.8 0.0 0.0 39.0 1.0 0.0 0.0 9.0 0.8 0.1 0.0 61.0 0.9 0.1 0.1 39.0 0.9 0.0 0.2 160.0 1.0 0.0 0.3 11.0 0.9 0.0 0.0 11 presented by Table 23 and Table 24. These are the systems with the option to discharge to surface water, septic systems, or sanitary sewers, and make use of these options. 96 ------- Table 40 Percentage of Water Treatment Plants Allowed to Discharge to Surface Water, Septic Systems, or Sanitary Sewers that Use that Option By Water Source, Treatement Scheme, and Plant Average Daily Production Water Source and Treatment Scheme Ground Water Plants Treatment Scheme: Disinfection with no additional treatment Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other chemical addition Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Ion exchange, activated alumina, aeration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other filtration (not direct or conventional) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Direct filtration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Conventional filtration (with and without softening) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Membranes Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other Direct Discharge to Surface Water Septic system Sanitary sewer Observations Plant Average Daily Production (MGD) 0- 0.01 * * * * * * * * * * * * * * * * * * * * * * * * ซ * * * 1.00 0.00 0.00 1 0.01 - 0.1 0.00 0.00 0.00 5 * * * * * * * * 1.00 0.00 0.00 4 * * * * * * * * ซ * * * ซ * * * 0.1 - 1.0 0.88 0.00 0.14 24 0.64 0.00 0.00 22 1.00 0.00 0.00 1 0.80 0.20 0.00 7 0.00 0.00 0.00 2 1.00 0.00 0.00 1 0.00 0.00 1.00 1 0.00 0.00 0.00 1 1.0- 10.0 0.66 0.00 0.00 34 1.00 0.00 0.00 6 1.00 0.00 0.00 7 0.97 0.08 0.06 14 1.00 0.05 0.09 5 * * * * 1.00 0.00 0.00 3 0.26 0.00 0.00 6 10.0- 100.0 0.00 0.00 0.00 1 * * * * * * * * 0.15 0.00 0.04 12 * * * * 1.00 0.00 0.00 4 ซ * * * 0.43 0.00 0.21 3 Over 100 * * * * * * * * * * * * * * * * * * * * * * * * ซ * * * 0.00 0.00 0.00 1 All Sizes 0.73 0.00 0.08 64 0.81 0.00 0.00 28 1.00 0.00 0.00 8 0.80 0.07 0.01 37 0.76 0.04 0.07 7 1.00 0.00 0.00 5 0.81 0.00 0.19 4 0.88 0.00 0.01 11 (Continued) 97 ------- Table 40 (Cont.) Percentage of Water Treatment Plants Allowed to Discharge to Surface Water, Septic Systems, or Sanitary Sewers that Use that Option By Water Source, Treatement Scheme, and Plant Average Daily Production Water Source and Treatment Scheme Surface Water Plants Treatment Scheme: Disinfection with no additional treatment Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other chemical addition Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Ion exchange, activated alumina, aeration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other filtration (not direct or conventional) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Direct filtration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Conventional filtration (with and without softening) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Membranes Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other Direct Discharge to Surface Water Septic system Sanitary sewer Observations Plant Average Daily Production (MGD) 0- 0.01 ซ * * * * * * * * * * * 1.00 0.00 0.00 3.0 * * * * 1.00 0.00 0.00 1.0 * * * * * * * * 0.01 - 0.1 1.00 0.00 0.00 1 0.00 0.00 0.00 1 * * * * 1.00 0.00 0.07 5 * * * * 0.91 0.00 0.00 8 1.00 0.00 0.00 1 * * * * 0.1 - 1.0 1.00 0.00 0.00 1 1.00 0.00 0.00 1 * * * * 1.00 0.00 0.16 6 0.86 0.14 0.00 7 0.68 0.00 0.05 19 1.00 0.00 0.28 4 * * * * 1.0- 10.0 1.00 0.00 0.00 1 * * * * 1.00 0.00 0.00 1 1.00 0.00 0.34 3 0.98 0.00 0.04 14 0.93 0.03 0.19 52 1.00 0.00 0.00 1 * * * * 10.0- 100.0 ซ * * * 0.59 0.00 0.41 5 * * * * 1.00 0.00 0.00 3 0.89 0.00 0.22 8 0.83 0.00 0.20 57 * * * * * * * * Over 100 * * * * * * * * * * * * * * * * * * * * 0.50 0.00 0.17 6 * * * * * * * * All Sizes 1.00 0.00 0.00 3 0.61 0.00 0.13 7 1.00 0.00 0.00 1 1.00 0.00 0.17 20 0.92 0.06 0.04 29 0.84 0.01 0.13 143 1.00 0.00 0.23 6 (Continued) 98 ------- Table 40 (Cont.) Percentage of Water Treatment Plants Allowed to Discharge to Surface Water, Septic Systems, or Sanitary Sewers that Use that Option By Water Source, Treatement Scheme, and Plant Average Daily Production Water Source and Treatment Scheme Mixed Plants Treatment Scheme: Disinfection with no additional treatment Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other chemical addition Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Ion exchange, activated alumina, aeration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other filtration (not direct or conventional) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Direct filtration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Conventional filtration (with and without softening) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Membranes Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other Direct Discharge to Surface Water Septic system Sanitary sewer Observations Plant Average Daily Production (MGD) 0 - 0.01 - 0.01 0.1 ป ป * * * * * * * * * * * * * * * * * * * * * * 1.00 0.00 0.00 1 1.00 0.00 0.00 1 * * * * * * * * * * * * * * * * * * * * * * * * 0.1 - 1.0 * * * * 1.00 0.00 0.00 1 * * * * * * * * * * * * 0.75 0.00 0.25 4 * * * * * * * * 1.0- 10.0 * * * * * * * * * * * * * * * * 1.00 0.00 0.00 1 0.94 0.00 0.68 4 * * * * * * * * 10.0- 100.0 ซ * * * 1.00 0.00 0.00 1 * * * * * * * * * * * * 0.00 0.00 0.00 1 * * * * * * * * Over 100 All Sizes * * * * 1.00 0.00 0.00 2 * * * * 1.00 0.00 0.00 1 1.00 0.00 0.00 2 0.86 0.00 0.51 9 * * * * * * * * (Continued) 99 ------- Table 40 (Cont.) Percentage of Water Treatment Plants Allowed to Discharge to Surface Water, Septic Systems, or Sanitary Sewers that Use that Option By Water Source, Treatement Scheme, and Plant Average Daily Production Water Source and Treatment Scheme All Plants Treatment Scheme: Disinfection with no additional treatment Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other chemical addition Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Ion exchange, activated alumina, aeration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other filtration (not direct or conventional) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Direct filtration Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Conventional filtration (with and without softening) Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Membranes Direct Discharge to Surface Water Septic system Sanitary sewer Observations Treatment Scheme: Other Direct Discharge to Surface Water Septic system Sanitary sewer Observations Plant Average Daily Production (MGD) 0- 0.01 ซ * * * * * * * * * * * 1 0 0 3 * * * * 1 0 0 1 * * * * 1.00 0.00 0.00 1 Data: Q.9 0.01 - 0.1 0.26 0.00 0.00 6 0.00 0.00 0.00 1 * * * * 1.00 0.00 0.01 10 1.00 0.00 0.00 1 0.91 0.00 0.00 8 1.00 0.00 0.00 1 * * * * 0.1 - 1.0 0.88 0.00 0.14 25 0.81 0.00 0.00 24 1.00 0.00 0.00 1 0.85 0.15 0.04 13 0.75 0.12 0.00 9 0.76 0.00 0.07 24 0.95 0.00 0.31 5 0.00 0.00 0.00 1 1.0- 10.0 0.67 0.00 0.00 35 1.00 0.00 0.00 6 1.00 0.00 0.00 8 0.98 0.05 0.16 17 0.99 0.01 0.06 20 0.94 0.03 0.27 57 1.00 0.00 0.00 4 0.26 0.00 0.00 6 10.0- 100.0 0.00 0.00 0.00 1 0.67 0.00 0.33 6 * * * * 0.19 0.00 0.04 15 0.89 0.00 0.22 8 0.84 0.00 0.18 62 * * * * 0.43 0.00 0.21 3 Over 100 * * * * * * * * * * * * * * * * * * * * 0.50 0.00 0.17 6 * * * * 0.00 0.00 0.00 1 Notes: Treatment schemes listed are based on the categorization presented All Sizes 0.74 0.00 0.08 67 0.81 0.00 0.02 37 1.00 0.00 0.00 9 0.84 0.06 0.04 58 0.89 0.05 0.04 38 0.86 0.01 0.17 158 0.97 0.00 0.22 10 0.88 0.00 0.01 11 by Table 23 and Table 24. These are the systems with the option to discharge to surface water, septic systems, or sanitary sewers, and make use of these options. 100 ------- Table 41 Raw Water Concentration of Various Contaminants in Very Large Ground Water and Surface Water Systems (Concentration in Parts per Billion) Contaminant All Plants 1,1-Dichloroethane 1 ,2-Dichloroethylene 1 ,4 Dioxane Alachlor ESA Alachlor OA Chlorodibro mo methane Chloroform Cryptosporidium DCPAdiacid Dichlorobromo methane MTBE Metalaxyl Methylene Chloride Metolachlor Metolachlor ESA Metolachlor OA Perchlorate THM's Trichloroethylene VOC's Vinyl Chloride % Not Reporting/ Testing 98.2 98.2 59.0 89.7 98.2 98.2 98.2 98.2 65.1 98.2 66.1 93.0 98.2 96.4 75.0 76.2 2.4 98.2 98.2 98.2 98.2 Data:Q.10 Notes: The data presented in this table were % Reporting No Detect 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Mean Median Concentration Concentration 0.066 0.066 0.956 0.937 1.850 2.923 59.030 0.000 18.205 16.051 2.098 0.810 0.066 0.290 2.558 1.918 1.217 78.009 0.066 0.379 0.0659 requested only of systems serving 0.066 0.066 0.900 0.280 1.850 2.923 59.030 0.000 13.950 16.051 1.050 0.845 0.066 0.290 1.550 1.080 0.880 78.009 0.066 0.379 0.066 90th Percentile Concentration Observations 0.066 0.066 1.300 4.190 1.850 2.923 59.030 0.000 43.400 16.051 5.200 1.310 0.066 0.340 6.010 5.140 2.430 78.009 0.066 0.379 0.066 populations of more than 500,000. 1 1 25 6 1 1 1 1 22 1 20 4 1 2 16 15 80 1 1 1 1 These Systems Reporting 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 systems were asked to provide data on their unregulated contaminants. This is a listing of the most prevalent responses. Unweighted data. Data are for contaminant test points reported by systems in the survey. The percent not reporting or testing includes all test points for systems reporting at least one raw water contaminant. The percent reporting no detect only includes points where the contaminant is tested. Mean, median, and 90th percentile are for test points with positive concentrations. The number of observations and systems reporting are for those with no detect or positive concentrations. 101 ------- Table 42 Finished Water Concentration of Various Contaminants in Very Large Ground Water and Surface Water Systems By Water Source (Concentration in Parts per Billion, Unless Otherwise Noted) Water Source and Contaminant All Plants 1 ,1-Dichloroethane 1 ,2,3-Trichloropropane 1 ,2-Dichloroethylene 1 ,4 Dioxane Acetaminophen Alachlor ESA Alachlor OA Aluminum Bicarbonate Boron Bromide Bromo benzene Bromochloroacetic acid Bromodichloromethane Bromoform Caffeine Calcium Carbon Dioxide Chloral Hydrate Chlorate Chloride Chlorodibromo methane Chloroform Chromium Cobalt DCPAacid metabolites DCPA diacid Dibromoacetic acid Dibromochloromethane Dichloroacetic acid Dichlorobromo methane Foaming Agents Ibuprofen Iodide Iron Lithium MTBE Magnesium Manganese Metalaxyl Methylene Chloride % Not Reporting/ Testing 99.2 99.2 99.2 81.1 99.2 95.3 99.2 85.0 99.2 86.6 95.3 99.2 97.6 88.2 94.5 99.2 77.2 98.4 99.2 97.6 80.3 97.6 87.4 96.1 99.2 99.2 83.6 97.6 91.3 96.1 99.2 98.4 99.2 99.2 88.2 99.2 84.6 76.4 99.2 96.9 99.2 % Reporting No Detect 100.0 0.0 100.0 32.0 0.0 83.3 100.0 52.6 0.0 23.5 66.7 100.0 0.0 6.7 28.6 0.0 0.0 0.0 0.0 33.3 0.0 0.0 6.3 20.0 100.0 0.0 81.8 0.0 27.3 0.0 0.0 100.0 0.0 0.0 80.0 0.0 65.0 0.0 0.0 100.0 100.0 Mean Concentration ซ 400.000 * 0.953 0.018 0.350 ซ 52.346 1 63000.000 135.385 59.500 * 13.000 8.492 3.332 0.017 40055.172 58500.000 2.100 42.500 64227.199 2.240 23.479 2.880 * 9.500 5.625 1.900 6.409 37.360 1.364 * 0.002 5.900 70522.336 2.700 1.200 11272.333 0.003 * * Median Concentration ซ 400.000 * 0.800 0.018 0.350 ซ 65.000 163000.000 140.000 59.500 * 13.000 4.450 2.600 0.017 30000.000 58500.000 2.100 42.500 49990.000 1.800 10.000 1.570 * 9.500 5.000 1.900 6.400 50.000 1.364 * 0.002 5.900 539.000 2.700 0.500 9950.000 0.003 * * 90th Percentile Concentration ซ 400.000 * 1.400 0.018 0.350 ซ 79.000 1 63000.000 200.000 110.000 * 13.000 21.000 6.850 0.017 95000.000 112000.000 2.100 51.000 140000.000 4.400 89.000 8.260 * 9.500 10.700 1.900 14.000 50.000 1.364 * 0.002 5.900 211000.000 2.700 5.000 24000.000 0.003 * * Observations 1 1 1 25 1 6 1 19 1 17 6 1 3 15 7 1 29 2 1 3 25 3 16 5 1 1 22 3 11 5 1 2 1 1 15 1 20 30 1 4 1 Systems Reporting 1 1 1 1 1 1 1 7 1 5 3 1 1 9 4 1 11 2 1 2 10 3 10 3 1 1 1 1 6 3 1 1 1 1 5 1 1 12 1 1 1 (Continued) 102 ------- Table 42 (Cont.) (Table 28 in the 2000 Report, Table 33 from draft 1) Finished Water Concentration of Various Contaminants in Very Large Ground Water and Surface Water Systems By Water Source (Concentration in Parts per Billion, Unless Otherwise Noted) Water Source and Contaminant Metolachlor Metolachlor ESA Metolachlor OA Molybdenum Monobromoacetic acid Monochloroacetic acid NDMA Nickel Orthophosphates Perchlorate Phosphates Phosphorus Potassium Radon (pCi/L) Silica Silicon Silver Sodium Strontium Sulfamethoxazole Sulfate Surfactants THM's Total Dissolved Solids Total Organic Carbon Trichloroacetic acid Trichloroethylene VOC's Vanadium Vinyl Chloride Zinc p-lsopropyltoluene pH (pH) % Reporting % Reporting N/A 94.5 88.1 88.8 98.4 97.6 97.6 93.7 95.3 99.2 39.9 99.2 99.2 78.7 97.6 92.1 99.2 96.1 62.2 99.2 99.2 88.2 99.2 99.2 78.0 83.5 96.1 99.2 99.2 96.1 99.2 99.2 99.2 78.7 Data: QIOandCCR Notes: The data presented in this table were requestec No Detect 71.4 93.8 93.3 0.0 0.0 0.0 75.0 0.0 0.0 35.9 0.0 0.0 0.0 33.3 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 19.0 0.0 100.0 100.0 20.0 100.0 0.0 100.0 0.0 Mean Concentration 1.400 2.350 1.770 16.000 2.400 4.300 0.001 668.833 3.000 1.382 700.000 380.000 2505.185 350.335 9560.000 5280.000 * 36281 .043 330.000 0.002 105820.000 100.000 7.668 378829.281 2091 .765 13.800 * * 2.363 * 254.000 * 8.187 Median Concentration 1.400 2.350 1.770 16.000 2.400 4.300 0.001 3.450 3.000 0.880 700.000 380.000 2510.000 350.335 11150.000 5280.000 * 19500.000 330.000 0.002 50000.000 100.000 7.668 288000.000 2200.000 16.000 * * 2.225 * 254.000 * 8.200 90th Percentile Concentration Observations 1.400 2.350 1.770 31.000 2.400 4.300 0.001 4000.000 3.000 3.000 700.000 380.000 4100.000 407.670 12400.000 5280.000 * 83000.000 330.000 0.002 255000.000 100.000 7.668 770000.000 3330.000 16.000 * * 4.100 * 254.000 * 9.100 7 16 15 2 3 3 8 6 1 92 1 1 27 3 10 1 5 48 1 1 15 1 1 28 21 5 1 1 5 1 1 1 27 Systems Reporting 3 1 1 2 1 1 6 4 1 5 1 1 10 2 5 1 2 27 1 1 10 1 1 13 9 3 1 1 3 1 1 1 9 only of systems serving populations of more than 500,000. These systems were asked to provide data on their unregulated contaminants. The data received by the CWS survey are supplemented with data from Consumer Confidence Reports (CCR) issued by the systems. Unweighted data. Data are for contaminant test points reported by systems in the survey. The percent not reporting or testing includes all test points for systems reporting at least one finished water contaminant. The percent reporting no detect only includes points where the contaminant is tested. Mean, median, and 90th percentile are for test points with positive 103 ------- Please note that the unit of analysis changes for the following tables. The remaining tables report data for water systems except where noted. 104 ------- Table 43 Treatment Schemes Percentage of Systems Using Each Treatment Scheme By Water Source Water Source 100% Ground Water System Disinfection with no additional treatment Other chemical addition Ion exchange, activated alumina, aeration Other filtration (not direct or conventional) Direct filtration Conventional filtration (with and without softening) Membranes Other Observations Primarily Ground Water Systems Disinfection with no additional treatment Other chemical addition Ion exchange, activated alumina, aeration Other filtration (not direct or conventional) Direct filtration Conventional filtration (with and without softening) Membranes Other Observations 100% Surface Water System Disinfection with no additional treatment Ion exchange, activated alumina, aeration Ion exchange, Activated Alumina, Aeration Other filtration (not direct or conventional) Direct filtration Conventional filtration (with and without softening) Membranes Other Observations Primarily Surface Water System Disinfection with no additional treatment Ion exchange, activated alumina, aeration Ion exchange, Activated Alumina, Aeration Other filtration (not direct or conventional) Direct filtration Conventional filtration (with and without softening) Membranes Other Observations System Service Population Category 100 or Less 52.2 12.0 17.9 17.8 0.0 0.0 0.0 2.1 87 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 1 15.4 0.0 0.0 62.0 8.0 10.9 3.6 0.0 44 100.0 0.0 0.0 36.0 0.0 0.0 0.0 0.0 5 101 - 500 52.9 12.9 9.9 16.9 0.0 1.4 1.4 5.9 103 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 27.9 1.4 0.0 27.8 13.7 24.2 5.6 0.0 62 54.3 0.0 0.0 31.4 0.0 22.9 0.0 22.9 5 501 - 3,300 47.8 27.6 10.6 15.3 1.1 2.1 1.1 1.1 107 25.0 50.0 0.0 50.0 0.0 0.0 0.0 0.0 4 4.9 6.6 0.0 27.9 15.3 39.9 7.1 0.0 61 60.9 9.4 0.0 30.7 12.1 35.6 16.2 0.0 17 3,301 - 10,000 49.2 28.1 10.0 20.9 0.0 5.5 0.0 0.0 45 32.1 16.7 0.0 40.3 13.8 24.8 0.0 0.0 17 0.0 9.8 2.0 12.0 22.0 52.1 6.0 0.0 50 6.3 0.0 24.5 6.3 6.3 62.8 0.0 0.0 15 10,001 - 50,000 36.7 29.9 32.4 28.2 8.1 0.4 0.4 3.1 50 25.4 55.0 10.0 20.0 7.5 15.0 0.0 5.4 16 0.0 2.0 2.0 6.0 15.4 76.5 0.0 0.0 57 11.3 15.3 3.8 19.0 22.8 65.7 3.8 0.0 28 50,001 - 100,001- 100,000 500,000 6.9 53.9 20.8 41.0 6.9 6.9 3.5 0.0 28 32.6 57.1 11.7 23.4 16.1 20.6 0.0 11.7 12 9.7 0.0 0.0 0.0 12.4 84.1 3.1 0.0 35 5.4 16.2 0.0 5.4 29.2 65.4 2.3 0.0 19 33.4 29.8 20.1 43.2 3.3 10.0 0.0 10.0 33 32.4 27.3 22.1 44.7 9.1 35.2 4.4 22.5 23 0.0 2.3 0.0 3.5 17.6 85.9 1.2 0.0 77 19.3 18.2 7.7 12.5 10.2 85.4 2.1 2.1 47 Over 500,000 31.5 0.0 0.0 15.7 0.0 68.5 0.0 0.0 4 0.0 50.0 100.0 50.0 0.0 0.0 50.0 0.0 2 0.0 15.8 0.0 0.0 15.8 84.2 10.5 0.0 20 15.8 36.8 0.0 15.8 21.1 78.9 0.0 5.3 19 All Sizes 49.9 19.1 13.2 17.7 0.7 1.6 0.8 3.0 457 32.6 35.6 4.0 35.0 7.7 14.5 0.3 2.6 77 7.6 4.5 0.8 19.5 16.0 50.2 4.5 0.0 406 27.4 11.1 6.3 18.9 15.1 56.5 6.0 1.0 155 (Continued) 105 ------- Table 43 (Cont.) Treatment Schemes Percentage of Systems Using Each Treatment Scheme By Water Source Water Source Primarily Purchased Water System Disinfection with no additional treatment Other chemical addition Ion exchange, activated alumina, aeration Other filtration (not direct or conventional) Direct filtration Conventional filtration (with and without softening) Membranes Other Observations System Service Population Category 100 or Less 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 1 Data: Q.8A 101 - 500 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 501 - 3,300 66.4 0.0 0.0 0.0 0.0 0.0 0.0 33.6 4 3,301 - 10,000 21.7 56.4 0.0 0.0 0.0 21.9 0.0 0.0 4 10,001 - 50,000 32.0 32.0 0.0 0.0 24.0 12.0 0.0 0.0 9 50,001 - 100,000 33.0 31.1 16.5 35.9 0.0 31.1 0.0 16.5 10 100,001- 500,000 31.2 27.7 18.6 18.6 13.4 26.1 9.1 4.4 24 Over 500,000 38.8 19.4 19.4 19.4 20.4 40.8 19.4 19.4 5 All Sizes 58.5 14.5 2.5 3.5 5.2 8.7 0.9 14.4 58 Notes: Excludes plants that only treat purchased water. See treatment scheme description in Volume I. 106 ------- Table 44 Treated-Water Storage Information Percentage of Systems That Have Each Type of Treated-Water Storage By Primary Water Source Primary Water Source Primarily Ground Water Systems Fully or partially buried Confidence Interval Ground level Confidence Interval Elevated Confidence Interval Hydropneumatic Confidence Interval Standpipes Confidence Interval Standpipes operated as surge tanks Confidence Interval Other Confidence Interval Primarily Surface Water Systems Fully or partially buried Confidence Interval Ground level Confidence Interval Elevated Confidence Interval Hydropneumatic Confidence Interval Standpipes Confidence Interval Standpipes operated as surge tanks Confidence Interval Other Confidence Interval System Service 100 or Less 24.7 +|- 29.4 40.1 +\-31.1 32.1 +|- 27.9 26.9 +|- 27.3 25.6 +|- 26.2 0.0 +|- 0.0 0.0 +|- 0.0 19.3 +|- 17.9 80.7 +|- 17.9 7.0 +|- 13.9 35.2 +|- 32.2 7.0 +|- 13.9 0.0 +|- 0.0 0.0 +|- 0.0 101 - 500 22.7 +|- 19.8 26.4 +|- 19.3 25.3 +|- 16.6 13.2 +|- 13.6 12.4 +|- 13. 1 0.0 +|- 0.0 0.0 +|- 0.0 12.7 +|- 12.6 81.2 +|- 14.4 7.7 +\- 9.2 18.8 +|- 16.8 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 501 - 3,300 7.1 +I-5.8 30.2 +|- 12.4 58.4 +|- 13.2 7.1 +|- 6.3 15.1 +|- 8. 1 0.0 +|- 0.0 0.0 +|- 0.0 11.0 +|- 7.4 70.7 +\- 13.3 21.9 +|- 9.4 8.6 +|- 8.9 23.0 +|- 13.9 1.6 +|- 3. 1 0.0 +|- 0.0 3,301 - 10,000 24.8 +|- 12.0 30.0 +|- 12.6 64.8 +|- 13.3 0.0 +|- 0.0 22.4 +|- 11.5 4.1 +|- 5.6 0.0 +|- 0.0 17.6 +|- 12.0 34.0 +|- 11. 8 70.6 +|- 11.2 4.4 +|- 4.8 29.3 +|- 12.8 0.0 +|- 0.0 0.0 +|- 0.0 Population Category 10,001 - 50,000 14.7 +|- 10.4 36.6 +|- 13.5 76.2 +|- 12.0 5.8 +|- 6.0 32.1 +|- 13. 1 2.1 +|- 4. 1 2.1 +|- 4. 1 25.9 +|- 9.4 46.1 +|- 10.7 58.6 +|- 10.6 2.6 +|- 3.5 24.8 +|- 9.2 2.7 +|- 3.5 2.6 +|- 3.5 50,001 - 100,000 26.7 +|- 15. 0 54.8 +|- 22.0 68.9 +|- 16.4 16.7 +|- 12. 1 7.5 +I-7.7 2.8 +|- 5.0 0.0 +|- 0.0 28.9 +|- 11.5 54.2 +|- 12.6 78.8 +|- 70.2 6.5 +|- 6.3 40.0 +|- 72.5 0.0 +|- 0.0 0.0 +|- 0.0 100,001- 500,000 30.1 +|- 9.5 73.8 +|- 9.3 45.8 +|- 70.5 13.1 +I-7.7 10.7 +|- 6.4 2.0 +I-2.7 2.2 +|- 3. 7 37.7 +|- 8.9 66.0 +|- 70.2 71.5 +|- 6. 7 7.2 +|- 3.3 26.2 +|- 6.4 3.2 +|- 2.2 1.6 +|- 7.6 Over 500,000 18.7 +I-27.7 81.3 +I-27.7 100.0 +|- 0.0 18.7 +I-27.7 100.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 61.1 +|- 70.0 86.1 +I-7.7 66.7 +|- 9.6 19.4 +I-8.7 36.1 +I-9.8 5.6 +I-4.7 0.0 +|- 0.0 All Sizes 16.3 +|- 6.2 31.7 +|- 7.8 52.0 +|- 7.8 9.2 +|- 4.5 18.6 +|- 5.9 1.0 +|- 7.0 0.2 +|- 0.4 20.9 +|- 4.5 54.9 +|- 5. 7 50.5 +|- 5.2 7.3 +|- 3. 7 24.5 +|- 5.3 1.4 +|- 7.2 0.8 +|- 0.9 (Continued) 107 ------- Table 44 (Cont.) Treated-Water Storage Information Percentage of Systems That Have Each Type of Treated-Water Storage By Primary Water Source Primary Water Source Primarily Purchased Water Systems Fully or partially buried Confidence Interval Ground level Confidence Interval Elevated Confidence Interval Hydropneumatic Confidence Interval Standpipes Confidence Interval Standpipes operated as surge tanks Confidence Interval Other Confidence Interval All Systems Fully or partially buried Confidence Interval Ground level Confidence Interval Elevated Confidence Interval Hydropneumatic Confidence Interval Standpipes Confidence Interval Standpipes operated as surge tanks Confidence Interval Other Confidence Interval System Service 100 or Less 0.0 +|- 0.0 51.4 +|- 68.4 0.0 +|- 0.0 0.0 +|- 0.0 48.6 +|- 68.4 0.0 +|- 0.0 0.0 +|- 0.0 20.9 +|- 24.5 43.7 +|- 26.9 26.3 +|- 23. 1 23.5 +|- 22.6 28.0 +|- 23.3 0.0 +|- 0.0 0.0 +|- 0.0 Data: Q.11B 101 - 500 39.0 +|- 42.6 59.8 +|- 42.6 19.8 +I-33.8 40.6 +|- 42.6 18.6 +I-33.7 0.0 +|- 0.0 0.0 +|- 0.0 24.8 +|- 16.9 35.6 +|- 17.5 23.2 +|- 14.0 18.2 +|- 13.5 12.7 +|- 11.6 0.0 +|- 0.0 0.0 +|- 0.0 501 - 3,300 3.9 +I-7.7 43.0 +|- 24.2 51.6 +|- 210 3.9 +I-7.7 16.5 +|- 15.2 0.0 +|- 0.0 0.0 +|- 0.0 6.7 +|- 4.4 37.1 +|- 10.4 53.3 +|- 10.2 6.5 +I-4.7 16.2 +|- 6.9 0.1 +|- 0.3 0.0 +|- 0.0 3,301 - 10,000 10.5 +|- 12.4 28.3 +|- 19.3 70.3 +|- 19.8 1.2 +|- 2.3 26.3 +|- 18.4 4.7 +|- 8.9 0.0 +|- 0.0 19.9 +|- 7.8 30.4 +|- 8.7 67.3 +|- 9. 1 1.2 +I-7.7 24.7 +|- 8.2 3.4 +|- 3.8 0.0 +|- 0.0 Population Category 10,001 - 50,000 12.4 +|- 15.9 27.9 +I-22.7 28.1 +\-21.1 0.0 +|- 0.0 31.7 +|- 215 2.3 +|- 4.4 0.0 +|- 0.0 17.8 +I-6.7 38.0 +|- 8.6 62.2 +|- 8. 7 3.8 +|- 3.3 29.7 +|- 8.2 2.3 +|- 2.5 1.9 +|- 2.4 50,001 - 100,001- 100,000 500,000 53.1 +|- 19.9 59.0 +|- 19.7 43.2 +|- 19.7 14.6 +|- 13.6 17.4 +|- 14.6 0.0 +|- 0.0 0.0 +|- 0.0 32.9 +|- 8.9 55.4 +|- 70.7 68.0 +|- 8.8 11.9 +I-5.8 23.4 +|- 7.3 1.0 +|- 1.8 0.0 +|- 0.0 60.3 +|- 72.5 71.8 +|- 70.5 61.8 +|- 77.6 25.2 +|- 70.0 15.4 +|- 8.3 0.0 +|- 0.0 2.4 +|- 3.2 40.3 +|- 6. 7 68.9 +I-6.8 63.7 +|- 5.4 12.0 +|- 3.3 20.6 +|- 4. 7 2.3 +|- 7.4 1.9 +|- 7.3 Over 500,000 32.7 +I-27.7 75.8 +|- 78.0 51.2 +|- 27.4 16.1 +|- 74.4 16.1 +|- 74.4 0.0 +|- 0.0 0.0 +|- 0.0 50.7 +|- 70.7 83.4 +|- 6.4 66.4 +|- 9. 7 18.6 +|- 6.9 37.8 +|- 70.9 3.8 +|- 3.2 0.0 +|- 0.0 All Sizes 13.1 +|- 8. 7 41.8 +|- 73.2 46.0 +|- 72.7 8.4 +|- 7.5 22.4 +|- 70.0 1.3 +|- 2. 7 0.0 +|- 0. 7 16.4 +|- 4.3 37.4 +|- 5.9 50.5 +|- 5.5 8.8 +|- 3.4 20.3 +|- 4.4 1.1 +I-0.8 0.3 +|- 0.3 Notes: Column totals do not equal 100. Systems that use any surface water includes systems that use ground water under the direct influence of surface water and systems that purchase surface water. 100% ground water systems includes systems that purchase ground water. 108 ------- Table 45 Storage Capacity past the First Residential Customer by Type of Vessel By Primary Water Source (In Millions of Gallons) Primary Water Source Primarily Ground Water Systems Average storage capacity Confidence Interval Average Number of Vessels Fully or partially buried Ground level Elevated Hydropneumatic Standpipes Standpipes operated as surge tanks Other Observations Primarily Surface Water Systems Average storage capacity Confidence Interval Average Number of Vessels Fully or partially buried Ground level Elevated Hydropneumatic Standpipes Standpipes operated as surge tanks Other Observations System Service 100 or Less 0.2 +|- 0.2 1.0 0.8 0.3 0.5 0.3 0.0 0.0 76 0.1 +I-0.7 0.2 1.1 0.1 0.4 0.1 0.0 0.0 47 101 - 500 0.2 +|- 0.3 0.3 0.6 0.3 0.1 0.2 0.0 0.0 94 0.4 +|- 0.5 0.1 1.9 0.0 0.3 0.0 0.0 0.0 62 501 - 3,300 0.6 +|- 0.6 0.2 0.6 0.7 0.1 0.2 0.0 0.0 107 0.6 +I-0.7 0.1 1.1 0.4 0.1 0.3 0.0 0.0 75 3,301 - 10,000 1.2 +|- 0.3 1.0 0.7 1.1 0.0 0.4 0.0 0.0 56 1.5 +|- 0.3 0.2 0.9 1.4 0.1 0.6 0.0 0.0 64 Population Category 10,001 - 50,000 4.4 +|- 1.6 0.3 1.3 2.0 0.1 0.8 0.0 0.1 62 3.9 +I-0.7 0.6 2.2 1.7 0.1 0.8 0.0 0.1 84 50,001 - 100,001- 100,000 500,000 9.2 +|- 2.9 1.0 3.0 3.5 0.3 0.2 0.0 0.0 36 10.8 +|- 2.6 0.6 3.1 3.0 0.1 1.1 0.0 0.0 49 24.1 +|- 5.8 1.9 4.2 2.1 1.5 0.6 0.0 0.0 49 26.5 +|- 5.4 1.5 4.1 3.3 0.8 2.1 0.1 0.0 114 Over 500,000 22.3 +|- 14.2 0.4 4.2 11.1 7.5 5.8 0.0 0.0 4 179.0 +|- 43.6 3.7 19.0 5.5 1.6 3.3 0.2 0.0 38 All Sizes 1.3 +|- 0.3 0.4 0.8 0.8 0.1 0.3 0.0 0.0 484 7.4 +|- 1.0 0.5 2.1 1.4 0.2 0.7 0.0 0.0 533 (Continued) 109 ------- Table 45 (Cont.) Storage Capacity past the First Residential Customer by Type of Vessel By Primary Water Source (In Millions of Gallons) Primary Water Source Primarily Purchased Water Systems Average storage capacity Confidence Interval Average Number of Vessels Fully or partially buried Ground level Elevated Hydropneumatic Standpipes Standpipes operated as surge tanks Other Observations All Systems Average storage capacity Confidence Interval Average Number of Vessels Fully or partially buried Ground level Elevated Hydropneumatic Standpipes Standpipes operated as surge tanks Other Observations System Service 100 or Less 1.4 +|- 1.9 0.0 2.6 0.0 0.0 0.5 0.0 0.0 7 0.4 +|- 0.4 0.8 1.1 0.3 0.4 0.3 0.0 0.0 130 Data: Q.11 A and B. 101 - 500 0.8 +|- 1.2 0.3 0.8 0.0 0.8 0.2 0.0 0.0 22 0.3 +|- 0.3 0.3 0.7 0.2 0.2 0.2 0.0 0.0 178 501 - 3,300 1.2 +|- 1.5 0.3 1.1 0.6 0.0 0.4 0.0 0.0 44 0.8 +|- 0.5 0.2 0.7 0.6 0.1 0.3 0.0 0.0 226 3,301 - 10,000 0.8 +|- 0.2 0.1 0.6 1.1 0.0 0.9 0.1 0.0 27 1.2 +|- 0.2 0.6 0.7 1.1 0.0 0.5 0.1 0.0 147 Population Category 10,001 - 50,000 3.7 +|- 2.0 0.7 0.8 0.8 0.0 0.9 0.0 0.0 23 4.2 +|- 0.9 0.5 1.5 1.7 0.1 0.8 0.0 0.0 169 Notes: Average number of vessels is the average for systems tha 50,001 - 100,000 19.3 +|- 9.2 1.8 3.7 2.0 0.2 1.1 0.0 0.0 25 11.9 +|- 2.6 1.0 3.2 3.0 0.2 0.8 0.0 0.0 110 t report a 100,001- 500,000 40.7 +|- 9.9 3.3 8.4 3.5 0.7 0.5 0.0 0.0 41 28.7 +|- 4.0 1.9 5.0 3.0 0.9 1.4 0.1 0.0 204 count for that Over 500,000 111.4 +|- 90.4 3.7 8.2 1.9 0.5 0.5 0.0 0.0 10 148.8 +\-40.1 3.4 15.2 5.3 1.9 2.9 0.1 0.0 52 All Sizes 3.0 +|- 1.0 0.4 1.2 0.7 0.1 0.6 0.0 0.0 199 2.6 +|- 0.3 0.4 1.1 0.9 0.1 0.4 0.0 0.0 1,216 storage unit. The calculation includes zeros reported in the denominator, i.e., if a system reported a storage capacity, every record was used for the average number of vessels calculation, including zeros. 110 ------- Table 46 Practices to Maintain Water Quality in Storage Vessels By Primary Water Source Primary Water Source Primarily Ground Water Systems Percentage of systems that: Modeling or other detention time evaluations Confidence Interval Longer fill/draw cycles to increase mixing Confidence Interval Inlet/outlet modifications Confidence Interval Mechanical mixing Confidence Interval Increase or switch disinfectant residual Confidence Interval Operational modifications to maintain disinfectant residual Confidence Interval Other Confidence Interval Average number of years between cleaning Confidence Interval System Service 100 or Less 0.0 +|- 0.0 17.2 +|- 22.9 0.0 +|- 0.0 0.0 +|- 0.0 17.4 +|- 22.9 0.2 +|- 0.2 9.0 +|- 16.2 9.5 +|- 4.4 101 - 500 0.0 +|- 0.0 21.1 +|- 16.4 0.0 +|- 0.0 4.1 +|- 8.2 0.0 +|- 0.0 8.3 +|- 11.4 22.4 +|- 18.3 5.9 +|- 2.4 501 - 3,300 2.3 +|- 3.3 29.3 +|- 12.8 10.2 +|- 8.0 2.8 +|- 4.0 2.3 +|- 3.2 8.6 +|- 6.3 3.7 +|- 4.3 6.5 +|- 1.2 3,301 - 10,000 12.7 +|- 8.9 48.5 +|- 13.8 14.4 +|- 9.8 6.2 +I-6.7 22.9 +|- 11.5 37.8 +|- 13.3 5.5 +I-6.7 5.8 +I-7.7 Population Category 10,001 - 50,000 29.6 +|- 72.9 53.5 +|- 14.2 11.3 +|- 8.2 3.4 +|- 4.4 20.3 +|- 11.3 48.4 +|- 14.2 8.9 +|- 8.0 7.4 +|- 1.5 50,001 - 100,001- 100,000 500,000 23.1 +|- 14.1 36.8 +|- 17.9 13.6 +|- 10.9 0.0 +|- 0.0 22.3 +|- 14.0 26.3 +|- 15.0 2.8 +|- 5.0 5.6 +I-7.7 45.6 +|- 10.5 56.3 +|- 10.4 29.9 +|- 9.4 12.6 +|- 6.6 36.7 +|- 10.1 60.5 +|- 10.3 6.6 +|- 5.3 5.2 +|- 0.6 Over 500,000 62.7 +|- 45.0 62.7 +|- 45.0 0.0 +|- 0.0 0.0 +|- 0.0 62.7 +|- 45.0 37.3 +|- 45.0 0.0 +|- 0.0 6.5 +I-4.7 All Sizes 6.9 +|- 2.6 32.5 +|- 7.3 8.1 +I-3.7 3.5 +|- 2.6 9.3 +|- 3.6 17.5 +I-4.7 9.0 +I-4.7 6.5 +|- 0.8 (Continued) 111 ------- Table 46 (Cont.) Practices to Maintain Water Quality in Storage Vessels By Primary Water Source Primary Water Source Primarily Surface Water Systems Percentage of systems that: Modeling or other detention time evaluations Confidence Interval Longer fill/draw cycles to increase mixing Confidence Interval Inlet/outlet modifications Confidence Interval Mechanical mixing Confidence Interval Increase or switch disinfectant residual Confidence Interval Operational modifications to maintain disinfectant residual Confidence Interval Other Confidence Interval Average number of years between cleaning Confidence Interval System Service 100 or Less 4.2 +|- 8.5 7.0 +|- 13.9 0.0 +|- 0.0 0.0 +|- 0.0 7.0 +|- 13.9 21.1 +I-27.7 40.2 +|- 32.6 5.9 +|- 4.0 101 - 500 7.7 +|- 10.6 20.5 +|- 15.8 1.4 +I-2.7 1.5 +|- 2.9 0.0 +|- 0.0 17.3 +|- 77.7 13.9 +|- 16.9 8.1 +|- 2.4 501 - 3,300 9.4 +|- 7.7 24.6 +|- 11.8 9.9 +|- 8.9 0.0 +|- 0.0 2.2 +|- 3.3 14.1 +|- 8.8 8.6 +|- 8.8 5.9 +|- 1.6 3,301 - 10,000 35.4 +|- 12.0 47.2 +|- 13.1 20.7 +I-9.7 5.9 +|- 5.4 39.7 +|- -73.3 38.3 +|- -72.3 3.0 +|- 3.9 7.1 +|- 1.5 Population Category 10,001 - 50,000 41.2 +|- -70.5 56.9 +|- -70.6 24.8 +|- 9.2 8.1 +|- 5.9 38.5 +|- -70.4 53.4 +|- -70.7 5.3 +|- 4.9 6.5 +I-7.7 50,001 - 100,001- 100,000 500,000 48.6 +|- -72.6 71.1 +|- -715 25.8 +|- -710 4.6 +|- 5.6 26.8 +|- -712 55.7 +|- -72.6 8.6 +|- 7.2 6.6 +|- 16 54.6 +|- 9.4 62.8 +|- 9.0 28.7 +I-6.7 10.5 +I-8.7 32.3 +|- 7.3 53.7 +|- 9.0 8.1 +I-8.7 6.4 +|- 0.8 Over 500,000 83.3 +|- 7.6 72.2 +|- 9.2 63.9 +|- 9.8 22.2 +|- 8.5 47.2 +|- -70.2 72.2 +|- 9.2 22.2 +|- 8.5 7.3 +|- 13 All Sizes 31.2 +|- 4.6 44.7 +|- 5.5 19.0 +|- 4.2 5.2 +|- 2.2 25.8 +I-4.7 37.6 +I-5.-7 7.7 +|- 3.3 6.7 +|- 0.6 (Continued) 112 ------- Table 46 (Cont.) Practices to Maintain Water Quality in Storage Vessels By Primary Water Source Primary Water Source Primarily Purchased Water Systems Percentage of systems that: Modeling or other detention time evaluations Confidence Interval Longer fill/draw cycles to increase mixing Confidence Interval Inlet/outlet modifications Confidence Interval Mechanical mixing Confidence Interval Increase or switch disinfectant residual Confidence Interval Operational modifications to maintain disinfectant residual Confidence Interval Other Confidence Interval Average number of years between cleaning Confidence Interval System Service 100 or Less 0.0 +|- 0.0 51.4 +|- 68.4 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 51.4 +|- 68.4 1.3 +|- 3.2 3.6 +I-2.-7 101 - 500 0.0 +|- 0.0 38.4 +|- 419 1.2 +|- 2.4 0.0 +|- 0.0 18.6 +I-33.7 0.0 +|- 0.0 0.0 +|- 0.0 8.1 +|- 2.0 501 - 3,300 0.0 +|- 0.0 35.3 +|- 216 13.8 +|- 17.9 0.0 +|- 0.0 2.4 +I-4.7 6.3 +|- 9.0 0.0 +|- 0.0 7.3 +|- 3.4 3,301 - 10,000 1.2 +|- 2.3 78.8 +|- -76.7 22.7 +|- 18.8 4.7 +|- 8.9 14.8 +|- -73.7 37.3 +I-20.-7 7.7 +|- 10.5 5.6 +|- 15 Population Category 10,001 - 50,000 34.1 +|- 23.6 63.4 +|- 22.6 21.9 +|- 79.2 2.3 +|- 4.4 17.0 +|- -76.8 73.6 +|- 216 6.2 +|- -716 6.8 +|- 2.0 50,001 - 100,001- 100,000 500,000 64.9 +|- -78.9 64.9 +|- -78.9 43.2 +|- -79.7 4.7 +|- 7.9 32.0 +|- -78.0 77.3 +|- -76.4 10.6 +|- -72.5 4.2 +|- 0.8 48.1 +|- -72.2 74.2 +|- -70.2 51.9 +|- -72.2 20.6 +|- 9.4 42.5 +|- -718 74.4 +|- -70.2 2.4 +|- 3.2 4.5 +I-0.7 Over 500,000 56.8 +1-30. 1 67.8 +I-21-7 67.8 +I-21-7 8.1 +|- -70.0 32.7 +I-217 40.7 +I-24.7 8.1 +|- -70.0 3.6 +|- 0.9 All Sizes 6.5 +|- 3.6 50.9 +|- -73.0 15.7 +|- 9.5 1.8 +I-2.-7 10.4 +|- 6.6 25.1 +|- 9.5 2.8 +|- 2.8 6.5 +|- 13 (Continued) 113 ------- Table 46 (Cont.) Practices to Maintain Water Quality in Storage Vessels By Primary Water Source Primary Water Source All Systems Percentage of systems that: Modeling or other detention time evaluations Confidence Interval Longer fill/draw cycles to increase mixing Confidence Interval Inlet/outlet modifications Confidence Interval Mechanical mixing Confidence Interval Increase or switch disinfectant residual Confidence Interval Operational modifications to maintain disinfectant residual Confidence Interval Other Confidence Interval Average number of years between cleaning Confidence Interval System Service 100 or Less 0.2 +|- 0.4 21.6 +I-22.7 0.0 +|- 0.0 0.0 +|- 0.0 14.4 +|- 18. 7 8.5 +|- 14.6 9.4 +|- 13.3 7.6 +|- 3.6 Data: Q.11D Notes: 101 - 500 0.5 +I-0.7 24.0 +|- 14.7 0.3 +|- 0.4 3.3 +|- 6.3 3.2 +|- 6.3 7.5 +|- 8.9 18.0 +|- 14.2 6.5 +|- 1.8 501 - 3,300 2.4 +|- 2.3 30.3 +|- 10.3 11.1 +|- 6.9 1.9 +|- 2.6 2.3 +|- 2.4 8.6 +|- 4.8 3.3 +|- 3.0 6.6 +1-1.1 3,301 - 10,000 14.4 +|- 5.5 55.7 +|- 9.6 17.7 +|- 7.5 5.7 +|- 4.5 24.3 +|- 7.8 37.8 +|- 9.2 5.5 +|- 4.3 6.0 +|- 0.8 Population Category 10,001 - 50,000 34.0 +|- 8.5 56.3 +|- 9.0 17.4 +|- 6.2 4.7 +|- 3.0 25.4 +|- 7.3 54.4 +|- 9.0 7.3 +|- 4.8 7.0 +|- 0.9 50,001 - 100,000 42.3 +|- 9.8 57.0 +|- 10.7 24.7 +|- 7.9 2.9 +|- 2.9 26.1 +I-8.-7 49.0 +|- 10.3 6.8 +|- 4.5 5.8 +|- 0.8 100,001- 500,000 51.3 +|- 6.2 63.5 +I-6.7 33.4 +|- 5.3 12.9 +|- 5.5 35.3 +|- 5.4 59.3 +|- 6.2 6.6 +|- 5.3 5.7 +|- 0.5 Over 500,000 75.4 +|- 10.5 70.3 +|- 8.4 58.6 +|- 10.8 16.9 +I-6.7 45.5 +|- 10.9 61.8 +|- 11.6 16.9 +I-6.7 6.4 +1-1.1 All Sizes 10.5 +|- 1.9 38.3 +|- 5.5 11.4 +I-3.7 3.4 +|- 1.8 12.1 +|- 2.8 22.2 +|- 3.5 7.5 +I-3.7 6.5 +|- 0.6 114 ------- Table 47 Percentage of Systems that Want Additional Information about Practices to Maintain Water Quality in Storage Vessels By Primary Water Source Primary Water Source Primarily Ground Water Systems Modeling or other detention time evaluations Confidence Interval Longer fill/draw cycles to increase mixing Confidence Interval Inlet/outlet modifications Confidence Interval Mechanical mixing Confidence Interval Increase or switch disinfectant residual Confidence Interval Operational modifications to maintain disinfectant residual Confidence Interval Other Confidence Interval Primarily Surface Water Systems Modeling or other detention time evaluations Confidence Interval Longer fill/draw cycles to increase mixing Confidence Interval Inlet/outlet modifications Confidence Interval Mechanical mixing Confidence Interval Increase or switch disinfectant residual Confidence Interval Operational modifications to maintain disinfectant residual Confidence Interval Other Confidence Interval System Service Population Category 100 or Less 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 4.2 +|- 8.5 4.2 +|- 8.5 4.2 +|- 8.5 4.2 +|- 8.5 4.2 +|- 8.5 4.2 +|- 8.5 4.2 +|- 8.5 101 - 500 0.0 +|- 0.0 0.0 +|- 0.0 9.1 +|- 77.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 15.2 +|- 12.8 15.7 +|- 11.9 19.9 +|- 13.5 9.1 +|- 10.0 9.1 +|- 10.0 16.5 +|- 13.8 6.1 +|- 8.2 501 - 3,300 13.9 +|- 8.0 14.1 +|- 9.2 11.0 +|- 9.0 9.6 +|- 8.6 7.9 +I-6.7 9.6 +|- 8.6 3.4 +|- 4.6 18.3 +|- 70.8 14.6 +|- 9.9 15.1 +|- 70.3 14.6 +|- 70.0 16.7 +|- 70.6 16.7 +|- 70.7 8.4 +|- 8.4 3,301 - 10,000 6.7 +|- 6.8 8.2 +I-7.7 5.5 +I-6.7 3.4 +I-4.7 4.6 +|- 5.6 6.7 +|- 6.8 0.0 +|- 0.0 13.2 +|- 8.0 7.4 +I-6.7 11.8 +|- 7.6 10.3 +I-7.7 11.8 +|- 7.6 8.9 +|- 6.6 0.0 +|- 0.0 10,001 - 50,000 7.1 +|- 7.0 9.7 +I-8.7 10.2 +I-8.7 5.6 +|- 6.0 6.7 +|- 7.0 10.5 +|- 8.2 0.0 +|- 0.0 22.2 +|- 8.9 16.4 +|- 8.0 15.1 +|- 7.7 13.7 +|- 7.4 11.6 +|- 6.8 20.4 +I-8.7 0.0 +|- 0.0 50,001 - 100,001- 100,000 500,000 22.0 +|- 73.9 10.5 +|- 9.3 12.0 +|- 9.9 13.6 +|- 70.9 5.3 +|- 6.6 16.4 +I-77.9 2.8 +|- 5.0 9.5 +|- 6.8 6.4 +|- 5.8 16.3 +|- 9.4 14.1 +|- 8.8 7.7 +I-6.7 5.5 +I-5.7 2.4 +|- 4.2 6.3 +|- 4.9 6.3 +|- 4.9 8.5 +I-5.7 4.2 +I-4.7 6.3 +|- 4.9 8.5 +I-5.7 2.2 +I-3.7 13.1 +I-5.7 9.7 +|- 3.9 15.5 +|- 5.4 13.1 +I-5.7 4.8 +I-2.7 8.1 +|- 3.5 0.0 +|- 0.0 Over 500,000 18.7 +I-27.7 18.7 +I-27.7 18.7 +I-27.7 18.7 +I-27.7 18.7 +I-27.7 18.7 +I-27.7 0.0 +|- 0.0 19.4 +I-8.7 5.6 +I-4.7 19.4 +I-8.7 19.4 +I-8.7 5.6 +I-4.7 13.9 +I-7.7 2.8 +|- 3.4 All Sizes 7.7 +|- 3.5 8.2 +|- 4.0 8.5 +|- 5.2 5.2 +|- 3.6 4.8 +|- 2.9 6.3 +I-3.7 1.4 +|- 7.8 16.6 +|- 4.2 12.1 +|- 3.6 14.5 +|- 3.9 12.6 +I-3.7 11.6 +I-3.7 14.0 +|- 4.0 2.7 +I-2.7 (Continued) 115 ------- Table 47 (Cont.) Percentage of Systems that Want Additional Information about Practices to Maintain Water Quality in Storage Vessels By Primary Water Source Primary Water Source Primarily Purchased Water Systems Modeling or other detention time evaluations Confidence Interval Longer fill/draw cycles to increase mixing Confidence Interval Inlet/outlet modifications Confidence Interval Mechanical mixing Confidence Interval Increase or switch disinfectant residual Confidence Interval Operational modifications to maintain disinfectant residual Confidence Interval Other Confidence Interval All Systems Modeling or other detention time evaluations Confidence Interval Longer fill/draw cycles to increase mixing Confidence Interval Inlet/outlet modifications Confidence Interval Mechanical mixing Confidence Interval Increase or switch disinfectant residual Confidence Interval Operational modifications to maintain disinfectant residual Confidence Interval Other Confidence Interval System Service Population Category 100 or Less 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.2 +|- 0.4 0.2 +|- 0.4 0.2 +|- 0.4 0.2 +|- 0.4 0.2 +|- 0.4 0.2 +|- 0.4 0.2 +|- 0.4 Data: Q.11D Notes: 101 - 500 37.2 +I-418 18.6 +I-33.7 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 7.3 +|- 8.8 4.2 +|- 6.4 8.2 +|- 13.2 0.6 +|- 0.6 0.6 +|- 0.6 1.1 +|- 0.9 0.4 +|- 0.5 501 - 3,300 11.8 +|- 13.2 7.9 +|- 10.8 3.9 +|- 7.7 4.7 +|- 7.9 3.9 +|- 7.7 3.9 +|- 7.7 0.0 +|- 0.0 13.8 +|- 6.6 12.7 +I-7.7 9.7 +|- 6.4 8.9 +|- 6.2 7.8 +|- 5.0 8.9 +|- 6.2 3.0 +|- 3.2 3,301 - 10,000 14.0 +|- 14.6 9.3 +|- 12.3 4.7 +|- 8.9 4.7 +|- 8.9 5.8 +|- 9.2 10.5 +|- 72.5 0.0 +|- 0.0 9.8 +|- 5.5 8.3 +|- 5.4 6.5 +|- 4.3 5.1 +I-3.7 6.4 +|- 4. 1 8.0 +|- 5.0 0.0 +|- 0.0 10,001 - 50,000 18.5 +|- 78.7 18.5 +|- 78.7 12.4 +|- 75.9 2.3 +|- 4.4 8.5 +|- 72.4 14.7 +|- 76.4 6.2 +|- 77.6 13.8 +I-5.7 13.3 +|- 5.9 12.1 +|- 5.6 7.5 +|- 3.9 8.6 +I-4.7 14.3 +|- 5.8 1.1 +I-2.7 50,001 - 100,001- 100,000 19.9 +|- 75.7 9.9 +I-77.8 14.6 +|- 73.6 15.2 +|- 74.3 15.2 +|- 74.3 12.1 +|- 72. 7 9.9 +|- 77.8 16.2 +|- 6.6 8.7 +I-4.9 14.3 +|- 6.2 14.2 +|- 6.3 8.3 +I-4.8 10.9 +|- 5.5 4.1 +I-3.5 500,000 10.2 +|- 6.9 7.6 +|- 6.0 10.0 +I-6.7 5.0 +|- 4.9 5.0 +|- 4.9 16.5 +|- 77.6 0.0 +|- 0.0 11.0 +|- 3.4 8.5 +I-2.7 12.9 +|- 3.6 9.5 +|- 3.2 5.2 +I-2.7 9.8 +|- 3.4 0.5 +I-0.7 Over 500,000 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 15.0 +|- 6.3 5.6 +I-3.9 15.0 +|- 6.3 15.0 +|- 6.3 5.6 +I-3.9 11.3 +|- 5.5 1.9 +|- 2.3 All Sizes 16.0 +I-9.7 10.4 +|- 7.6 4.6 +|- 4.3 3.7 +|- 4.0 4.3 +|- 4.2 6.2 +|- 4.9 0.9 +|- 7.4 10.8 +|- 3.2 9.3 +|- 3.2 8.6 +|- 3.5 6.0 +|- 2.5 5.7 +I-2.7 7.5 +|- 2.6 1.5 +|- 7.2 116 ------- Table 48 Distribution System and Transmission Line Summary By Ownership Ownership Type Public Systems Distribution Mains Miles of Pipe in Place Confidence interval Service Connections per Mile Confidence interval Average Pipe Replaced Annually in the Past 5 Years (miles) Confidence interval Average New Pipe Installed Annually in the Past 5 Years (miles) Confidence interval Observations Transmission Lines Miles of Pipe in Place Confidence interval Average Pipe Replaced Annually in the Past 5 Years (miles) Confidence interval Average New Pipe Installed Annually in the Past 5 Years (miles) Confidence interval Observations System Service Population Category 100 or Less 4 +|-3 31 +\-12 0 +|-0 0 +|-0 27 1 +|-7 0 +|-0 0 +|-0 27 101 - 500 4 +|-7 43 +\-10 0 +|-0 0 +|-0 80 0 +|-0 0 +|-0 0 +|-0 81 501 - 3,300 20 +|-8 50 +\-10 0 +|-0 0 +|-0 172 1 +|-7 0 +|-0 0 +|-0 172 3,301 - 10,000 46 +I--73 83 +I-39 1 +|-2 1 +|-7 120 16 +\-14 0 +|-0 0 +|-0 121 10,001 - 50,000 152 +I-42 79 +\-21 1 +|-0 3 +|-2 141 24 +I-77 0 +|-0 0 +|-0 144 50,001 - 100,001- 100,000 500,000 415 +|- 130 68 +I-22 2 +M 6 +|-2 99 38 +I-20 0 +|-0 1 +M 101 682 +I-65 99 +I-38 2 +|-0 8 +|-7 193 89 +I-22 0 +|-0 1 +|-0 194 Over 500,000 2,778 +|- 522 81 +I--78 7 +|-3 15 +|-6 48 342 +|- 163 0 +|-0 1 +|-0 48 All Sizes 52 +|-8 53 +|-6 0 +|-0 1 +|-0 880 9 +|-3 0 +|-0 0 +|-0 888 (Continued) 117 ------- Table 48 (Cont.) Distribution System and Transmission Line Summary By Ownership Ownership Type Private Systems Distribution Mains Miles of Pipe in Place Confidence interval Service Connections per Mile Confidence interval Average Pipe Replaced Annually in the Past 5 Years (miles) Confidence interval Average New Pipe Installed Annually in the Past 5 Years (miles) Confidence interval Observations Transmission Lines Miles of Pipe in Place Confidence interval Average Pipe Replaced Annually in the Past 5 Years (miles) Confidence interval Average New Pipe Installed Annually in the Past 5 Years (miles) Confidence interval Observations System Service Population Category 100 or Less 4 +|-6 263 +|- 347 0 +|-0 0 +|-0 115 0 +|-0 0 +|-0 0 +|-0 117 101 - 500 3 +|-2 81 +\-21 0 +|-0 0 +|-0 107 0 +|-0 0 +|-0 0 +|-0 109 501 - 3,300 24 +I--72 67 +I-33 0 +|-0 0 +|-0 54 1 +|-0 0 +|-0 0 +|-0 55 3,301 - 10,000 80 +I-39 49 +I-23 1 +|-0 0 +|-0 22 14 +I--73 0 +|-0 0 +|-0 24 10,001 - 50,000 242 +|- 167 80 +I-95 0 +|-0 1 +|-7 19 70 +I-49 0 +|-0 0 +|-0 19 50,001 - 100,000 344 +|- 151 246 +|- 287 1 +1-1 2 +|-7 10 54 +I-74 0 +|-0 0 +|-0 10 100,001- 500,000 701 +|- 397 1,136 +|- 1,441 1 +1-1 10 +|-6 17 94 +I-88 0 +|-0 3 +|-4 17 Over 500,000 1,636 +|- 1,341 447 280 15 +\-15 7 +|-3 5 461 236 0 0 1 1 5 All Sizes 13 +|-4 148 +|- 130 0 +|-0 0 +|-0 349 2 +|-7 0 +|-0 0 +|-0 356 (Continued) 118 ------- Table 48 (Cont.) Distribution System and Transmission Line Summary By Ownership Ownership Type All Systems Distribution Mains Miles of Pipe in Place Confidence interval Service Connections per Mile Confidence interval Average Pipe Replaced Annually in the Past 5 Years (miles) Confidence interval Average New Pipe Installed Annually in the Past 5 Years (miles) Confidence interval Observations Transmission Lines Miles of Pipe in Place Confidence interval Average Pipe Replaced Annually in the Past 5 Years (miles) Confidence interval Average New Pipe Installed Annually in the Past 5 Years (miles) Confidence interval Observations System Service Population Category 100 or Less 4 +|-5 229 +|- 296 0 +|-0 0 +|-0 142 0 +|-0 0 +|-0 0 +|-0 144 Data: Q.12A 101 - 500 4 +|-7 66 +I--75 0 +|-0 0 +|-0 187 0 +|-0 0 +|-0 0 +|-0 190 501 - 3,300 21 +|-7 55 +I--72 0 +|-0 0 +|-0 226 1 +|-0 0 +|-0 0 +|-0 227 3,301 - 10,000 53 +\-14 75 +\-31 1 +1-1 1 +|-7 142 15 +\-11 0 +|-0 0 +|-0 145 10,001 - 50,000 159 +I-42 79 +\-21 1 +|-0 3 +|-2 160 28 +I--76 0 +|-0 0 +|-0 163 50,001 - 100,000 411 +|- 123 78 +I-29 2 +1-1 6 +|-2 109 40 +I--79 0 +|-0 1 +M 111 100,001- 500,000 684 +I-75 231 +|- 245 2 +|-0 8 +|-7 210 89 +I-22 0 +|-0 1 +M 211 Over 500,000 2,643 +|- 518 124 +I-74 8 +|-3 14 +|-5 53 357 +|- 147 0 +|-0 1 +|-0 53 All Sizes 32 +|-4 102 +I-67 0 +|-0 0 +|-0 1,229 6 +|-2 0 +|-0 0 +|-0 1,244 Notes: Includes systems reporting zero miles of pipe. Service connections include residential customers only. 119 ------- Table 49 Average Size of Distribution Systems By Diameter of Pipe and Ownership (Length of Pipe in Miles) Ownership Type Public Systems Distribution Mains Less Than 6" Percentage of systems with this size pipe Average length of pipe Confidence interval Distribution Mains 6" to 10" Percentage of systems with this size pipe Average length of pipe Confidence interval Distribution Mains Greater Than 10" and Less Than 24" Percentage of systems with this size pipe Average length of pipe Confidence interval Distribution Mains Greater Than 24" Percentage of systems with this size pipe Average length of pipe Confidence interval Observations Private Systems Distribution Mains Less Than 6" Percentage of systems with this size pipe Average length of pipe Confidence interval Distribution Mains 6" to 10" Percentage of systems with this size pipe Average length of pipe Confidence interval Distribution Mains Greater Than 10" and Less Than 24" Percentage of systems with this size pipe Average length of pipe Confidence interval Distribution Mains Greater Than 24" Percentage of systems with this size pipe Average length of pipe Confidence interval Observations System Service Population Category 100 or Less 91.1 3.6 +|- 3.6 32.6 1.9 +|- 1.6 0.4 19.9 +I-24.9 0.1 9.7 +|- 0.0 27 90.8 3.4 +|- 5.4 19.2 1.2 +|- 1.2 0.0 * * 0.0 * * 115 101 - 500 80.2 2.3 +|- 0.8 82.0 3.1 +|- 1.2 4.3 2.7 +|- 0.3 0.1 0.2 +|- 0.0 80 85.1 3.2 +|- 1.7 28.0 2.4 +|- 1.3 2.3 3.3 +|- 2.9 0.0 * * 108 501 - 3,300 84.3 12.4 +|- 9.5 93.1 9.3 +|- 2. 1 33.9 2.6 +I-0.7 2.9 0.9 +|- 1.2 172 85.1 63.8 +|- 89.3 86.7 10.1 +|- 3. 1 17.3 2.1 +|- 1.3 0.0 * * 55 3,301 - 10,000 72.6 70.6 +I-77.7 81.7 53.2 +I-23.3 57.1 5.8 +|- 1.4 1.1 0.9 +|- 0.9 118 84.9 106.5 +|- 730.2 91.6 56.3 +|- 20.6 37.0 16.8 +|- 16.2 12.9 2.5 +|- 1.7 22 10,001 - 50,000 76.2 51.2 +I-318 92.6 96.7 +|- 16.3 82.5 23.9 +I-5.7 26.4 6.4 +|- 4. 1 142 82.3 93.1 +I-97.8 87.1 137.9 +|- 27.5 86.9 38.6 +|- 72.7 35.5 4.1 +|- 4.2 19 50,001 - 100,000 76.4 42.3 +|- 70.7 87.7 256.5 +I-95.0 86.7 64.0 +|- 8.9 65.5 13.4 +|- 3.4 100 73.3 51.5 +I-33.6 84.5 197.1 +|- 78.9 73.3 47.8 +I-23.0 52.2 10.9 +|- 3.4 10 100,001- 500,000 82.5 103.1 +|- 76.2 87.1 436.7 +|- 40. 1 88.8 126.3 +|- 77.5 74.4 34.7 +|- 4.0 189 95.4 100.8 +I-53.6 95.4 446.6 +|- 247.8 95.4 121.3 +I-67.5 60.6 28.5 +|- 70.5 17 Over 500,000 63.6 335.1 +|- 708.6 80.0 1,831.3 +\- 304.1 80.0 590.6 +|- 732.9 62.2 156.9 +|- 40.6 48 100.0 156.1 +I-39.7 100.0 1,435.1 +|- 7,027.0 100.0 325.1 +|- 799.9 100.0 60.5 +|- 39.7 5 All Sizes 80.9 23.9 +|- 77.4 84.7 43.0 +|- 6.2 35.7 21.6 +|- 3.2 7.2 15.8 +I-3.7 876 87.4 16.6 +|- 74.6 36.3 17.7 +|- 4.6 6.0 18.2 +|- 7.4 1.0 9.7 +I-4.7 351 (Continued) 120 ------- Table 49 (Cont.) Average Size of Distribution Systems By Diameter of Pipe and Ownership (Length of Pipe in Miles) Ownership Type All Systems Distribution Mains Less Than 6" Percentage of systems with this size pipe Average length of pipe Confidence interval Distribution Mains 6" to 10" Percentage of systems with this size pipe Average length of pipe Confidence interval Distribution Mains Greater Than 10" and Less Than 24" Percentage of systems with this size pipe Average length of pipe Confidence interval Distribution Mains Greater Than 24" Percentage of systems with this size pipe Average length of pipe Confidence interval Observations System Service Population Category 100 or Less 90.9 3.4 +|- 4.8 21.0 1.4 +|- 1.0 0.0 19.9 +I-24.9 0.0 9.7 +|- 0.0 142 Data: Q.12A 101 - 500 83.2 2.8 +\-1.1 48.7 2.8 +|- 0.9 3.1 3.0 +|- 1.3 0.0 0.2 +|- 0.0 188 501 - 3,300 84.5 26.6 +I-26.3 91.4 9.5 +|- 1.8 29.3 2.5 +|- 0.6 2.1 0.9 +|- 1.2 227 3,301 - 10,000 74.7 77.8 +I-67.4 83.5 53.8 +|- 19.2 53.5 7.2 +|- 2.3 3.2 2.1 +|- 1.3 140 10,001 - 50,000 76.7 54.8 +I-30.5 92.2 99.8 +|- 15.3 82.9 25.1 +|- 5.3 27.1 6.1 +I-3.7 161 50,001 - 100,000 76.1 43.0 +|- 10.2 87.5 251.6 +I-87.9 85.5 62.8 +|- 8.5 64.4 13.2 +|- 3.2 110 100,001- 500,000 83.9 102.9 +|- 15.7 88.0 437.8 +\-44.7 89.5 125.7 +|- 12.8 72.9 34.2 +I-3.7 206 Over 500,000 68.2 301.9 +|- 90.6 82.6 1,770.5 +|- 314.0 82.6 549.9 +|- 722.7 67.0 138.6 +|- 36.3 53 All Sizes 84.1 20.2 +|- 9.3 60.7 35.5 +|- 4.4 21.0 21.1 +|- 2.9 4.1 15.1 +|- 3.2 1,227 Notes: Includes systems reporting zero miles of pipe. 121 ------- Table 50 Pressure Zones and Booster Disinfection Practices By Primary Water Source Primary Water Source Primarily Ground Water Systems Average number of pressure zones in the distribution system Confidence interval Average number of pressure zones with booster disinfection stations Confidence interval Average number of booster disinfection stations in the distribution system Confidence interval Primarily Surface Water Systems Average number of pressure zones in the distribution system Confidence interval Average number of pressure zones with booster disinfection stations Confidence interval Average number of booster disinfection stations in the distribution system Confidence interval System Service Population Category 100 or Less 1.4 +|- 0.3 0.0 +|- 0.0 0.0 +|- 0.0 1.6 +|- 0.4 0.0 +|- 0.0 0.0 +|- 0.0 101 - 500 1.2 +|- 0. 1 0.0 +|- 0.0 0.0 +|- 0.0 1.6 +|- 0.5 0.1 +|- 0.2 0.1 +|- 0.2 501 - 3,300 1.5 +|- 0.4 0.0 +|- 0.0 0.1 +|- 0. 1 1.8 +|- 0.3 0.1 +|- 0. 1 0.1 +|- 0. 1 3,301 - 10,000 2.5 +|- 12 0.6 +|- 0.4 0.5 +|- 0.3 2.3 +|- 0.5 0.3 +|- 0. 1 0.3 +|- 0.2 10,001 - 50,000 3.6 +|- 2.6 0.3 +|- 0.2 0.2 +|- 0. 1 3.7 +|- 1.0 0.3 +|- 0. 1 0.5 +|- 0.3 50,001 - 100,001- 100,000 500,000 5.1 +|- 2.9 0.5 +|- 0.3 1.2 +|- 0.9 4.2 +|- 12 0.6 +|- 0.4 0.6 +|- 0.3 6.5 +|- 2.3 0.5 +|- 0.2 0.8 +|- 0.3 8.4 +|- 2.4 0.9 +|- 0.3 1.5 +|- 0.4 Over 500,000 20.7 +|- -73.7 0.5 +|- 0.5 0.5 +|- 0.5 31.3 +|- 9.4 3.1 +|- 1.4 5.4 +|- 3.9 All Sizes 1.6 +|- 0.2 0.1 +|- 0.0 0.1 +|- 0.0 3.2 +|- 0.4 0.3 +|- 0. 1 0.4 +|- 0. 1 (Continued) 122 ------- Table 50 (Cont.) Pressure Zones and Booster Disinfection Practices By Primary Water Source Primary Water Source Primarily Purchased Water Systems Average number of pressure zones in the distribution system Confidence interval Average number of pressure zones with booster disinfection stations Confidence interval Average number of booster disinfection stations in the distribution system Confidence interval All Systems Average number of pressure zones in the distribution system Confidence interval Average number of pressure zones with booster disinfection stations Confidence interval Average number of booster disinfection stations in the distribution system Confidence interval System Service Population Category 100 or Less 1.3 +|- 0.4 0.3 +|- 0.4 0.3 +|- 0.4 1.4 +|- 0.2 0.0 +|- 0.0 0.0 +|- 0.0 Data: Q.13.A Notes: 101 - 500 2.7 +|- 2.0 0.2 +|- 0.3 0.2 +|- 0.3 1.5 +|- 0.3 0.0 +|- 0. 1 0.0 +|- 0.0 501 - 3,300 1.8 +I-0.8 0.3 +|- 0.3 0.4 +|- 0.3 1.6 +|- 0.3 0.1 +|- 0. 1 0.1 +|- 0. 1 3,301 - 10,000 4.0 +|- 3. 1 0.6 +|- 0.5 0.8 +|- 0.5 2.8 +|- 1.0 0.5 +|- 0.3 0.5 +|- 0.2 10,001 - 50,000 2.7 +|- 1.0 0.4 +|- 0.5 0.4 +|- 0.4 3.4 +|- 13 0.3 +|- 0.2 0.3 +|- 0. 1 50,001 - 100,001- 100,000 6.2 +|- 2.0 0.5 +|- 0.3 0.6 +|- 0.3 5.0 +|- 12 0.5 +|- 0.2 0.8 +|- 0.3 500,000 8.7 +|- 2.0 2.3 +|- 10 5.5 +|- 4.2 8.1 +|- 15 1.1 +|- 0.3 2.2 +|- 0.9 Over 500,000 10.1 +|- 6.9 2.1 +|- 18 5.9 +|- 6.5 24.7 +|- 6.9 2.5 +|- 10 4.9 +|- 2.9 All Sizes 2.5 +I-0.7 0.4 +|- 0.2 0.4 +|- 0.2 1.9 +|- 0.2 0.1 +|- 0.0 0.2 +|- 0.0 123 ------- Table 51 Number of Annual Pressure Losses below 20 PSI By Primary Water Source Primary Water Source Primarily Ground Water Systems Pressure losses due to power outage Confidence interval Pressure losses due to fire Confidence interval Pressure losses due to main pipeline burst Confidence interval Pressure losses due to other reasons Confidence interval Primarily Surface Water Systems Pressure losses due to power outage Confidence interval Pressure losses due to fire Confidence interval Pressure losses due to main pipeline burst Confidence interval Pressure losses due to other reasons Confidence interval System Service Population Category 100 or Less 0.3 +|- 0.2 0.0 +|- 0.0 0.3 +|- 0.2 0.1 +|- 0. 1 0.6 +|- 0.9 0.0 +|- 0.0 0.3 +|- 0.4 0.4 +|- 0.5 101 - 500 0.2 +|- 0.2 0.0 +|- 0.0 0.9 +I-17 0.0 +|- 0. 1 0.3 +|- 0.4 0.0 +|- 0.0 1.1 +|- 1.6 0.0 +I-0.7 501 - 3,300 0.1 +|- 0. 1 0.0 +|- 0.0 1.4 +|- 1.4 0.0 +|- 0.0 0.0 +|- 0. 1 0.0 +|- 0.0 1.0 +I-17 0.0 +|- 0.0 3,301 - 10,000 0.9 +|- 1.3 0.3 +|- 0.4 1.3 +|- 1.0 1.5 +|- 2.2 0.2 +|- 0.3 0.3 +|- 0.4 2.0 +|- 1.5 1.2 +|- 1.8 10,001 - 50,000 0.0 +|- 0. 1 0.0 +|- 0.0 1.9 +|- 1.6 0.1 +|- 0.2 0.3 +|- 0.4 0.0 +|- 0. 1 7.3 +|- 7.3 2.3 +I-3.8 50,001 - 100,001- 100,000 500,000 0.0 +|- 0.0 0.0 +|- 0.0 10.6 +|- 7.9 6.2 +|- 7.3 0.0 +|- 0.0 0.0 +|- 0.0 10.3 +I-6.8 0.6 +1-1.1 0.1 +|- 0. 1 0.2 +|- 0.2 17.2 +|- 10.8 16.2 +|- 15.3 0.3 +|- 0.3 0.0 +|- 0.0 11.5 +|- 8.8 6.5 +|- 8.8 Over 500,000 0.0 +|- 0.0 0.3 +|- 0.4 2.4 +|- 1.0 0.0 +|- 0.0 0.3 +|- 0.2 0.1 +|- 0. 1 4.3 +|- 4.3 1.8 +|- 1.7 All Sizes 0.2 +|- 0. 1 0.0 +|- 0.0 1.0 +|- 0.5 0.2 +|- 0. 1 0.2 +|- 0. 1 0.0 +|- 0. 1 3.2 +|- 1.6 1.1 +|- 0.9 (Continued) 124 ------- Table 51 (Cont.) Number of Annual Pressure Losses below 20 PSI By Primary Water Source Primary Water Source Primarily Purchased Water Systems Pressure losses due to power outage Confidence interval Pressure losses due to fire Confidence interval Pressure losses due to main pipeline burst Confidence interval Pressure losses due to other reasons Confidence interval All Systems Pressure losses due to power outage Confidence interval Pressure losses due to fire Confidence interval Pressure losses due to main pipeline burst Confidence interval Pressure losses due to other reasons Confidence interval System Service Population Category 100 or Less 0.0 +|- 0. 1 0.0 +|- 0.0 0.0 +|- 0.0 0.0 +|- 0.0 0.3 +|- 0.2 0.0 +|- 0.0 0.3 +|- 0.2 0.1 +|- 0. 1 Data: Q.13.B Notes: 101 - 500 0.0 +|- 0.0 0.0 +|- 0.0 4.6 +|- 8.2 0.0 +|- 0.0 0.2 +|- 0.2 0.0 +|- 0.0 1.5 +|- 1.5 0.0 +|- 0.0 501 - 3,300 0.0 +|- 0.0 0.0 +|- 0.0 2.1 +|- 3.4 0.1 +|- 0. 1 0.0 +|- 0.0 0.0 +|- 0.0 1.5 +|- 12 0.0 +|- 0.0 3,301 - 10,000 0.0 +|- 0.0 0.0 +|- 0.0 1.6 +|- 1.6 0.0 +|- 0.0 0.6 +|- 0.9 0.3 +|- 0.3 1.5 +I-0.7 1.2 +|- 1.4 10,001 - 50,000 0.3 +|- 0.4 0.0 +|- 0.0 1.1 +|- 15 0.2 +|- 0.3 0.2 +|- 0.2 0.0 +|- 0.0 3.3 +|- 2.3 0.8 +|- 1.1 50,001 - 100,001- 100,000 500,000 0.2 +|- 0.2 0.0 +|- 0.0 1.4 +|- 1.6 2.9 +|- 4. 1 0.1 +|- 0. 1 0.0 +|- 0.0 8.1 +|- 4. 1 3.4 +|- 3. 1 0.0 +|- 0.0 0.0 +|- 0.0 8.7 +I-6.8 12.0 +|- 15.5 0.2 +|- 0.2 0.1 +|- 0. 1 12.5 +I-5.8 10.1 +|- 7.0 Over 500,000 0.0 +|- 0.0 0.0 +|- 0.0 7.9 +|- 9.3 0.3 +|- 0.3 0.1 +|- 0. 1 0.1 +|- 0. 1 5.1 +|- 4. 1 0.9 +I-0.8 All Sizes 0.0 +|- 0.0 0.0 +|- 0.0 2.7 +|- 2.9 0.2 +|- 0.2 0.2 +|- 0. 1 0.0 +|- 0.0 1.5 +|- 0.6 0.3 +|- 0. 1 125 ------- Table 52 System Flushing Practices By Primary Water Source Primary Water Source Primarily Ground Water Systems Percentage of systems that flush their distribution system on a regular basis Of the systems that flush on a regular basis: Average percentage of systems flushed each year Percentage of systems that use each type of the following approaches: Uni-directional Conventional or random Dead end Other Of systems that do not flush on a regular basis: Percentage that flushed their system once Percentage that flushed their system more than one time Average number of years between last two system flushes Primarily Surface Water Systems Percentage of systems that flush their distribution system on a regular basis Of systems that flush on a regular basis: Average percentage of system flushed each year Percentage of systems that use each type of the following approaches: Uni-directional Conventional or random Dead end Other Of systems that do not flush on a regular basis: Percentage that flushed their system once Percentage that flushed their system more than one time Average number of years between last two system flushes System Service 100 or Less 31.8 98.9 7.0 40.0 63.4 0.0 5.1 3.5 1.0 32.4 89.7 25.5 27.2 39.2 14.2 3.0 0.0 * 101 - 500 70.4 98.5 12.4 60.6 52.2 1.4 17.3 16.1 2.2 53.9 92.8 13.4 77.8 40.4 1.0 5.6 2.6 1.0 501 - 3,300 87.5 94.2 21.5 60.2 43.7 2.0 14.1 32.8 1.2 82.7 87.3 23.2 59.9 48.0 0.0 56.2 13.1 1.0 3,301 - 10,000 88.0 77.9 26.4 71.5 85.3 1.8 13.4 61.0 4.3 76.1 82.5 22.0 73.1 78.0 4.9 23.1 30.9 3.3 Population Category 10,001 - 50,000 91.5 75.9 41.3 68.1 72.2 5.3 28.0 0.0 * 87.0 78.3 30.1 71.4 78.0 4.0 12.2 61.2 2.2 50,001 - 100,001- 100,000 500,000 85.4 44.1 47.5 64.8 89.2 3.2 0.0 18.6 1.0 80.9 70.3 21.2 85.7 80.0 8.6 0.0 5.2 1.0 75.3 52.3 46.5 67.3 89.2 13.6 16.9 16.2 1.5 69.2 63.4 40.0 75.0 82.2 13.2 11.3 26.3 1.6 Over 500,000 64.1 72.9 81.3 100.0 100.0 0.0 0.0 0.0 * 55.3 36.4 61.9 71.4 66.7 14.3 29.4 17.6 1.0 All Sizes 65.3 93.8 17.8 58.9 55.1 1.7 10.0 11.0 1.9 72.2 82.3 24.8 68.1 62.9 3.8 17.6 15.1 2.2 (Continued) 126 ------- Table 52 (Cont.) System Flushing Practices By Primary Water Source Primary Water Source Primarily Purchased Water Systems Percentage of systems that flush their distribution system on a regular basis Of systems that flush on a regular basis: Average percentage of system flushed each year Percentage of systems that use each type of the following approaches: Uni-directional Conventional or random Dead end Other Of systems that do not flush on a regular basis: Percentage that flushed their system once Percentage that flushed their system more than one time Average number of years between last two system flushes All Systems Percentage of systems that flush their distribution system on a regular basis Of systems that flush on a regular basis: Average percentage of system flushed each year Percentage of systems that use each type of the following approaches: Uni-directional Conventional or random Dead end Other Of systems that do not flush on a regular basis: Percentage that flushed their system once Percentage that flushed their system more than one time Average number of years between last two system flushes System Service 100 or Less 49.3 100.0 67.9 66.1 33.9 0.0 0.0 66.1 1.0 32.9 98.7 13.6 42.3 59.7 0.4 4.8 6.5 1.0 Data: Q.14, Q.15, 101 - 500 78.8 91.5 6.6 65.4 53.3 0.0 0.0 24.6 1.0 71.0 97.2 11.5 61.9 52.0 1.1 14.7 16.2 2.0 Q.16, Q.17 501 - 3,300 86.1 97.3 28.6 46.3 44.5 0.0 15.3 30.7 4.5 86.7 94.5 23.5 56.4 44.2 1.3 18.8 30.2 2.2 Notes: The questionnaire did not define ' 3,301 - 10,000 86.2 69.4 33.0 41.5 98.4 10.6 39.8 50.0 1.0 85.3 76.5 27.3 64.2 87.4 4.6 22.6 49.2 3.3 regular basis.' Population Category 10,001 - 50,000 76.4 44.3 11.3 72.2 80.4 8.2 0.0 36.7 1.0 87.6 71.4 33.6 69.6 75.0 5.4 14.0 29.6 1.7 50,001 - 100,001- 100,000 71.0 58.1 53.1 62.6 82.2 11.2 14.5 14.5 1.0 80.2 57.4 38.5 72.5 84.1 7.0 5.1 12.2 1.0 500,000 85.1 59.0 59.8 70.2 85.2 15.0 16.0 52.1 1.0 73.9 59.6 46.3 71.9 84.7 13.7 13.2 26.9 1.5 Over 500,000 35.9 43.8 75.0 75.0 100.0 0.0 14.0 0.0 * 52.9 43.8 66.9 76.7 76.6 10.0 22.3 11.3 1.0 All Sizes 79.8 88.7 25.1 54.0 55.4 2.0 8.0 38.6 1.8 68.4 91.8 19.9 58.7 55.8 2.0 10.3 14.4 1.9 127 ------- Table 53 Seasonal Disinfection Residuals for Entry Points and Distribution Systems Season Summer (June through September) Average entry point disinfectant residual for the treatment plant with the highest average daily flow (mg/L as CI2) Ground water treatment plants Total CI2 Free CI2 Surface water treatment plants (including mixed plants) Total CI2 Free CI2 Average distribution system residual (mg/L as CI2) Ground water treatment plants Total CI2 Free CI2 Surface water treatment plants (including mixed plants) Total CI2 Free CI2 Average percentage of systems samples <0.2 mg/L (including non-detects), total CI2 System Service 100 or Less 1.65 1.02 1.93 0.94 1.04 0.77 0.83 0.65 7.6 101 - 500 1.10 1.09 1.71 1.18 0.78 0.81 1.38 0.63 5.6 501 - 3,300 1.48 1.15 1.85 1.44 1.01 0.62 1.26 0.70 4.9 3,301 - 10,000 1.52 0.99 1.96 1.37 1.11 0.77 1.41 0.77 3.7 Population Category 10,001 - 50,000 1.47 3.39 2.15 1.37 1.13 2.66 1.68 0.94 7.5 50,001 - 100,000 2.05 0.93 2.41 1.38 1.86 0.63 1.58 0.87 5.3 100,001- 500,000 2.37 0.68 2.45 1.03 1.66 0.54 1.64 0.66 2.7 Over 500,000 1.89 0.40 2.13 1.02 1.54 0.51 1.63 0.75 4.8 All Sizes 1.76 1.31 2.23 1.23 1.33 0.94 1.56 0.74 5.0 (Continued) 128 ------- Table 53 (Cont.) Seasonal Disinfection Residuals for Entry Points and Distribution Systems Season Winter (December, January, and February) Average entry point disinfectant residual for the treatment plant with the highest average daily flow (mg/L as CI2) Ground water treatment plants Total CI2 Free CI2 Surface water treatment plants (including mixed plants) Total CI2 Free CI2 Average distribution system residual (mg/L as CI2) Ground water treatment plants Total CI2 Free CI2 Surface water treatment plants (including mixed plants) Total CI2 Free CI2 Average percentage of systems samples <0.2 mg/L (including non-detects), total CI2 System Service 100 or Less 1.65 0.96 1.70 0.91 0.96 0.75 1.24 0.69 5.5 Data: Q.18 101 - 500 1.06 1.10 3.50 1.19 0.78 0.85 1.35 0.66 5.6 Notes: If system has more than 501 - 3,300 1.36 1.11 1.91 1.43 0.91 0.64 1.34 0.75 5.7 3,301 - 10,000 1.43 1.07 2.02 1.33 0.97 0.80 1.49 0.85 2.9 Population Category 10,001 - 50,000 1.49 3.10 2.07 1.30 1.14 2.92 1.76 1.05 6.5 50,001 - 100,000 2.19 0.91 2.45 1.35 1.75 0.64 1.77 0.97 4.5 one treatment plant, the residuals reported 100,001- 500,000 2.43 0.73 2.31 1.01 1.83 0.58 1.74 0.75 2.2 are for the pi Over 500,000 1.86 0.43 2.04 0.97 1.46 0.53 1.65 0.79 4.9 ant with the All Sizes 1.76 1.27 2.18 1.20 1.31 0.99 1.65 0.81 4.6 i highest average daily flow. The estimate of distribution system residuals distinguishes between ground and surface water plants. The distribution system is characterized as ground water if the largest treatment plant treats ground water. If the largest treatment plant treats surface water or surface and ground water, the distribution system is characterized as surface water. 129 ------- Table 54 Water Security Awareness and Security Barriers By Ownership (Percentage of Systems) Ownership Type Public Systems Attended EPA-sponsored water security training Used EPA Web-based water security technology product guides Heard of EPA's Response Protocol Toolbox Heard of the 14 features of an "active and effective" water security program Heard of mutual aid and assistance agreements/compacts Interested in joining such an agreement or compact Barriers to enhancing security Lack of interest at the system, public, or rate board level Competing priorities (regulatory compliance, aging infrastructure, etc.) Lack of funding Lack of knowledge / guidance / training materials Other Preferred sources of water security information and products Department of Homeland Security EPA Water Associations No preference Other Private Systems Attended EPA-sponsored water security training Used EPA Web-based water security technology product guides Heard of EPA's Response Protocol Toolbox Heard of the 14 features of an "active and effective" water security program Heard of mutual aid and assistance agreements/compacts Interested in joining such an agreement or compact Systems reporting the following barriers to enhancing security Lack of interest at the system, public, or rate board level Competing priorities (regulatory compliance, aging infrastructure, etc.) Lack of funding Lack of knowledge / guidance / training materials Other Preferred sources of water security information and products Department of Homeland Security EPA Water Associations No preference Other System Service Population Category 100 or Less 48.4 0.0 23.1 9.2 56.8 68.9 31.0 74.1 33.9 9.4 17.2 0.0 25.7 48.1 17.8 7.8 17.4 3.9 6.6 2.7 19.4 39.6 22.3 47.0 37.9 22.9 44.1 1.2 2.7 21.8 46.6 12.8 101 - 500 33.0 12.7 22.3 15.1 60.6 60.3 54.7 63.9 25.1 8.9 25.9 4.3 8.4 38.1 42.5 0.3 19.9 7.7 10.7 14.4 28.3 38.5 32.1 44.2 39.5 22.2 37.6 0.0 10.8 20.9 52.8 10.8 501 - 3,300 27.5 10.0 18.7 16.9 68.5 56.0 46.4 70.6 27.0 18.5 21.6 3.4 5.4 35.9 44.5 9.9 30.9 5.7 17.0 28.8 55.2 48.5 40.2 58.6 36.1 10.6 41.7 2.5 6.1 41.6 32.1 13.5 3,301 - 10,000 54.7 21.4 39.7 24.1 56.5 73.3 54.0 64.9 12.7 24.4 22.6 12.9 11.6 35.1 31.8 5.0 71.4 22.6 41.0 41.7 55.1 59.6 56.2 53.8 16.5 10.9 41.2 8.3 15.9 31.0 31.5 8.2 10,001 - 50,000 55.8 30.0 38.9 23.0 58.5 65.7 57.5 64.8 12.5 9.5 34.0 5.2 10.0 36.7 38.4 5.3 35.5 7.7 33.6 6.9 13.6 37.1 54.6 13.7 4.3 12.9 62.1 8.6 17.1 12.9 38.6 0.0 50,001 - 100,001- 100,000 500,000 60.2 37.3 47.8 27.4 68.5 80.9 64.4 64.7 13.0 9.6 31.4 14.4 9.5 28.4 40.7 2.6 58.4 21.3 55.0 26.9 46.1 61.1 65.2 47.1 16.9 25.8 37.1 16.9 7.9 21.3 53.9 0.0 79.5 50.8 75.5 45.0 83.2 71.3 71.1 57.5 9.6 4.4 32.8 9.6 21.3 24.0 36.8 5.3 79.3 17.3 35.1 24.9 38.8 26.3 44.7 38.8 10.5 0.0 62.1 33.9 17.0 6.8 14.2 24.8 Over 500,000 87.1 68.3 85.4 53.6 88.9 72.7 71.7 49.9 1.9 12.8 37.7 16.4 14.9 19.0 42.4 5.5 100.0 24.4 87.8 63.4 87.8 72.2 36.6 12.2 0.0 0.0 100.0 12.2 48.8 0.0 38.9 0.0 All Sizes 39.3 15.6 27.2 18.7 63.3 62.0 50.8 67.3 22.4 15.0 24.5 5.4 9.2 36.7 39.6 6.0 23.0 6.5 11.6 12.8 29.7 43.2 30.6 47.5 36.9 20.1 41.4 1.4 7.1 24.6 46.1 11.8 (Continued) 130 ------- Table 54 (Cont.) Water Security Awareness and Security Barriers By Ownership (Percentage of Systems) Ownership Type All Systems Attended EPA-sponsored water security training Used EPA Web-based water security technology product guides Heard of EPA's Response Protocol Toolbox Heard of the 14 features of an "active and effective" water security program Heard of mutual aid and assistance agreements/compacts Interested in joining such an agreement or compact Systems reporting the following barriers to enhancing security Lack of interest at the system, public, or rate board level Competing priorities (regulatory compliance, aging infrastructure, etc.) Lack of funding Lack of knowledge / guidance / training materials Other Preferred sources of water security information and products Department of Homeland Security EPA Water Associations No preference Other System Service Population Category 100 or Less 21.5 3.3 8.8 3.5 24.3 48.6 23.4 50.5 37.4 21.1 40.6 1.0 5.8 25.3 42.8 12.1 Data: Q.20 Notes: 101 - 500 25.0 9.6 15.1 14.7 40.7 50.9 40.7 51.8 34.0 17.1 33.1 1.7 9.9 27.5 48.9 6.8 501 - 3,300 28.4 8.8 18.2 20.1 64.9 54.2 44.7 67.4 29.5 16.4 27.0 3.2 5.5 37.5 41.1 10.9 3,301 - 10,000 58.2 21.7 40.0 27.8 56.2 70.5 54.5 62.6 13.5 21.6 26.5 12.0 12.5 34.2 31.7 5.7 10,001 - 50,000 54.1 28.2 38.5 21.7 54.8 65.1 57.3 60.6 11.8 9.8 36.3 5.4 10.6 34.7 38.4 4.8 50,001 - 100,000 60.0 35.8 48.5 27.4 66.3 79.6 64.5 63.0 13.4 11.1 32.0 14.6 9.3 27.7 41.9 2.4 100,001- 500,000 79.5 46.8 70.7 42.6 77.9 68.6 68.0 55.2 9.7 3.8 36.3 12.5 20.8 22.0 34.1 7.6 Over 500,000 88.8 62.5 85.7 54.9 88.7 72.6 67.0 44.9 1.6 11.1 46.0 15.8 19.4 16.4 42.0 4.8 All Sizes 31.3 11.1 19.5 15.8 46.7 56.1 40.8 57.5 29.6 17.5 32.8 3.4 8.2 30.7 42.8 8.9 131 ------- Table 55 Water Security Awareness and Security Barriers By Ownership (Percentage of Systems) Ownership Type Public Systems Attended EPA-sponsored water security training Used EPA Web-based water security technology product guides Heard of EPA's Response Protocol Toolbox Heard of the 14 features of an "active and effective" water security program Heard of mutual aid and assistance agreements/compacts Interested in joining such an agreement or compact Barriers to enhancing security Lack of interest at the system, public, or rate board level Competing priorities (regulatory compliance, aging infrastructure, etc.) Lack of funding Lack of knowledge / guidance / training materials Other Preferred sources of water security information and products Department of Homeland Security EPA Water Associations No preference Other Private Systems Attended EPA-sponsored water security training Used EPA Web-based water security technology product guides Heard of EPA's Response Protocol Toolbox Heard of the 14 features of an "active and effective" water security program Heard of mutual aid and assistance agreements/compacts Interested in joining such an agreement or compact Systems reporting the following barriers to enhancing security Lack of interest at the system, public, or rate board level Competing priorities (regulatory compliance, aging infrastructure, etc.) Lack of funding Lack of knowledge / guidance / training materials Other Preferred sources of water security information and products Department of Homeland Security EPA Water Associations No preference Other System Service Population Category 25 - 3,300 31.2 10.1 20.3 15.6 64.7 58.3 47.9 68.6 27.0 14.4 22.7 3.4 8.2 37.7 41.5 6.4 20.6 5.7 9.9 11.6 28.7 41.8 29.1 47.7 38.3 20.6 41.1 0.9 6.6 24.6 46.8 12.1 3,301 - 49,999 55.2 25.3 39.4 23.6 57.4 69.8 55.6 64.9 12.6 17.6 27.8 9.4 10.9 35.8 34.8 5.1 63.3 19.3 39.4 33.9 45.8 58.1 55.8 44.8 13.8 11.3 45.9 8.4 16.2 26.9 33.1 6.3 50,000 - 99,999 60.2 37.3 47.8 27.4 68.5 80.9 64.4 64.7 13.0 9.6 31.4 14.4 9.5 28.4 40.7 2.6 58.4 21.3 55.0 26.9 46.1 61.1 65.2 47.1 16.9 25.8 37.1 16.9 7.9 21.3 53.9 0.0 Over 100,000 All Sizes 80.8 53.8 77.2 46.5 84.2 71.6 71.2 56.2 8.3 5.8 33.6 10.7 20.2 23.2 37.8 5.3 83.2 18.6 45.0 32.1 48.0 42.0 43.2 33.8 8.5 0.0 69.2 29.8 22.9 5.5 18.8 20.1 39.3 15.6 27.2 18.7 63.3 62.0 50.8 67.3 22.4 15.0 24.5 5.4 9.2 36.7 39.6 6.0 23.0 6.5 11.6 12.8 29.7 43.2 30.6 47.5 36.9 20.1 41.4 1.4 7.1 24.6 46.1 11.8 132 ------- Table 55 (Cont.) Water Security Awareness and Security Barriers By Ownership (Percentage of Systems) Ownership Type All Systems Attended EPA-sponsored water security training Used EPA Web-based water security technology product guides Heard of EPA's Response Protocol Toolbox Heard of the 14 features of an "active and effective" water security program Heard of mutual aid and assistance agreements/compacts Interested in joining such an agreement or compact Systems reporting the following barriers to enhancing security Lack of interest at the system, public, or rate board level Competing priorities (regulatory compliance, aging infrastructure, etc.) Lack of funding Lack of knowledge / guidance / training materials Other Preferred sources of water security information and products Department of Homeland Security EPA Water Associations No preference Other System Service Population Category 25 - 3,300 25.1 7.6 14.4 13.3 44.1 52.2 37.2 56.6 33.5 18.0 33.2 2.0 7.3 30.2 44.5 9.7 Data: Q.20 Notes: 3,301 - 49,999 56.5 24.4 39.4 25.2 55.6 68.3 55.7 61.7 12.8 16.6 30.6 9.2 11.7 34.4 34.5 5.3 50,000 - 99,999 60.0 35.8 48.5 27.4 66.3 79.6 64.5 63.0 13.4 11.1 32.0 14.6 9.3 27.7 41.9 2.4 Over 100,000 81.1 49.5 73.3 44.7 79.8 69.4 67.8 53.4 8.3 5.1 37.9 13.0 20.6 21.0 35.5 7.1 All Sizes 31.3 11.1 19.5 15.8 46.7 56.1 40.8 57.5 29.6 17.5 32.8 3.4 8.2 30.7 42.8 8.9 133 ------- Table 56 Service Connections Profile By Ownership (Number of Connections) Ownership Type Public Systems Mean Residential Connections Confidence Interval Median Residential Connections Mean Non-Residential Connections Confidence Interval Median Non-Residential Connections Observations Private Systems Mean Residential Connections Confidence Interval Median Residential Connections Mean Non-Residential Connections Confidence Interval Median Non-Residential Connections Observations All Systems Mean Residential Connections Confidence Interval Median Residential Connections Mean Non-Residential Connections Confidence Interval Median Non-Residential Connections Observations System Service Population Category 100 or Less 50 36 7 3 25 24 +I-77 23 17 +|- 74 4 117 30 +I-77 24 15 +I-77 4 142 Data: Q.21A Notes 101 - 500 115 +I-25 105 14 5 84 88 +I-37 65 24 +I-40 1 111 110 +I-27 77 16 +I-77 5 195 501 - 3,300 512 +I-67 355 51 +I-77 35 181 602 +|- 495 310 29 +I-20 10 56 527 +|- 700 347 48 +|- 70 33 237 3,301 - 10,000 2,724 +|- 7,587 1,701 366 +|- 373 160 127 1,686 +|- 528 1,855 55 +I-34 10 27 2,422 +1-7,750 1,768 276 +|- 228 116 154 10,001 - 50,000 6,831 +|- 977 5,500 561 +|- 703 450 156 5,378 +|- 7,262 4,628 95 +I-97 10 20 6,770 +|- 937 5,400 542 +|- 700 435 176 50,001 - 100,000 18,279 +|- 7,335 17,176 1,536 +I-470 1,395 111 65,938 +|- 76,266 17,331 8,917 +|- 70,378 2,643 12 21 ,243 +|- 5,447 17,331 1,995 +|- 856 1,395 123 100,001- 500,000 39,31 1 +1-3,834 34,345 3,816 +|- 362 3,296 204 92,001 +|- 32,527 64,279 8,113 +|- 3, 758 6,543 21 47,035 +|- 8,357 39,302 4,446 +|- 737 3,475 225 Over 500,000 184,684 +|- 36,097 148,473 15,349 +|- 3,502 12,641 52 333,021 +|- 700,565 424,185 30,696 +|- 70,367 40,152 6 204,696 +|- 43,357 168,670 17,419 +|- 4,379 14,362 58 All Sizes 3,385 +|- 399 320 310 +I-45 37 940 2,662 +|- 7,448 50 236 +|- 747 5 370 3,217 +|- 405 120 293 +I-44 25 1,310 134 ------- Table 57 Population Served By Ownership Ownership Type Public Systems Mean Population Served Directly Confidence Interval by System Mean Population Served per Residential Connection Confidence Interval Mean Population Served through Confidence Interval Mean Total Population Served Confidence Interval Observations Private Systems Mean Population Served Directly Confidence Interval Sales to Other Systems by System Mean Population Served per Residential Connection Confidence Interval Mean Population Served through Confidence Interval Mean Total Population Served Confidence Interval Observations All Systems Sales to Other Systems Mean Population Served Directly by System Confidence Interval Mean Population Served per Residential Connection Confidence Interval Mean Population Served through Confidence Interval Mean Total Population Served Confidence Interval Observations Data: Notes: Sales to Other Systems System Service Population Category 100 or Less 65 +I-74 2.0 0 65 +I-74 27 59 4.2 0 59 118 60 3.9 0 60 145 Q.21A 101 - 500 259 +I-37 3.8 1 259 +I-37 84 237 +I-25 3.3 0 238 +I-25 111 246 +I-79 3.5 +1-1 0 +1-1 246 +I-79 195 501 - 3,300 1 +I- ,241 727 2.9 20 +I-79 1 +I- 1 +I- ,260 728 181 ,191 796 3.4 +1-1 1 +I- 1 +I- 1 ,192 796 56 ,227 706 3.0 15 +I-74 1 +I- ,242 707 237 3,301 - 10,000 4,989 +|- 420 2.9 504 +|- 795 5,493 +|- 395 127 5,818 +|- 953 3.0 +1-1 273 +|- 250 6,090 +|- 877 27 5,165 +|- 392 2.9 455 +|- 763 5,620 +|- 365 154 10,001 - 50,000 18,845 +1-2,039 3.0 2,574 +|- 729 21,420 +|- 7,908 156 20,223 +1-5,458 2.9 3,926 +1-3,064 24,148 +1-5,459 20 18,960 +|- 7,930 3.0 2,686 +|- 775 21,646 +|- 7,807 176 50,001 - 100,000 53,621 +1-3,867 3.2 15,350 +1-3,856 68,971 +1-3,777 111 42,684 +|- 74,959 2.9 26,657 +|- 73,970 69,341 +1-6,088 13 52,540 +1-3,830 3.2 16,468 +1-3,844 69,008 +1-2,875 124 100,001- 500,000 136,788 +|- 70,746 3.7 63,005 +|- 70,802 199,793 +|- 9,037 204 217,830 +|- 63,920 3.0 41 ,707 +1-24,732 259,536 +|- 52,344 21 146,908 +|- 74,605 3.6 60,345 +|- 70,240 207,254 +|- 77,898 225 Over 500,000 792,060 +|- 798,330 6.6 454,076 +|- 722,082 1,246,136 +|- 228,454 52 902,748 +|- 262, 723 3.0 85,420 +|- 54,977 988,168 +1-273,777 6 807,248 +1-776,777 6.1 403,489 +1-770,783 1,210,737 +1-798,702 58 All Sizes 9,611 +|- 7,205 3.1 3,272 +|- 559 12,884 +|- 7,577 942 1,874 +|- 657 3.6 266 +I-92 2,140 +|- 687 372 5,795 +|- 565 3.4 1,789 +|- 250 7,584 +|- 646 1,314 135 ------- Table 58 Total Water System Revenue and Revenue Per Thousand Gallons Delivered By Primary Water Source Primary Water Source Primarily Ground Water Systems Mean Revenue in Thousands of Dollars Confidence Interval Median Revenue in Thousands of Dollars Mean Revenue Per Thousand Gallons of Water Produced in Dollars Confidence Interval Observations Primarily Surface Water Systems Mean Revenue in Thousands of Dollars Confidence Interval Median Revenue in Thousands of Dollars Mean Revenue Per Thousand Gallons of Water Produced in Dollars Confidence Interval Observations Primarily Purchased Water Systems Mean Revenue in Thousands of Dollars Confidence Interval Median Revenue in Thousands of Dollars Mean Revenue Per Thousand Gallons of Water Produced in Dollars Confidence Interval Observations All Systems Mean Revenue in Thousands of Dollars Confidence Interval Median Revenue in Thousands of Dollars Mean Revenue Per Thousand Gallons of Water Produced in Dollars Confidence Interval Observations System Service Population Category 100 or Less 8 +|-4 0 2.60 +|- 142 88 24 +|- 13 23 6.00 +I-4.49 49 20 +|- 16 10 4.94 +|- 1.01 8 9 +|-4 0 2.91 +|- 128 145 Data: Q.21 101 - 500 23 +|-6 17 2.97 +I-0.77 105 66 +I-34 17 5.18 +I-3.05 67 56 +I-38 28 5.77 +I-2.79 23 29 +|-8 17 3.44 +I-0.78 195 501 - 3,300 183 +I-60 125 4.29 +|- 145 111 354 +I-98 240 5.75 +|- 132 78 1,001 +|- 1, 163 138 5.68 +|- 164 48 418 +|- 326 130 4.78 +|- 106 237 3,301 - 10,000 447 +|- 140 199 3.62 +|- 1.21 62 726 +|- 201 607 3.62 +I-0.58 65 632 +|- 196 608 4.53 +|- 1 14 26 543 +I-99 390 3.89 +I-0.72 153 10,001 - 50,000 2,122 +|- 649 1,399 2.91 +I-0.54 66 2,639 +|- 592 2,110 3.91 +I-0.73 85 3,234 +|- 7,276 1,916 3.60 +\-0.61 25 2,492 +|- 462 1,634 3.32 +I-0.37 176 50,001 - 100,000 6,275 +|- 7,844 6,575 3.49 +I-0.65 40 17,543 +|- 73,702 7,206 5.10 +I-2.42 54 9,606 +1-2,807 7,923 3.64 +|- 7.64 30 11,463 +1-5,478 7,008 4.20 +|- 7.77 124 100,001- 500,000 14,810 +1-3,986 8,597 4.39 +1-2.57 56 27,851 +|- 7, 723 16,860 2.88 +I-0.32 124 29,676 +1-5,027 23,757 4.97 +|- 7.62 45 25,042 +1-4,302 17,092 3.63 +I-0.67 225 Over 500,000 125,197 +1-42,382 168,169 2.08 +|- 0. 72 6 148,038 +1-29,058 95,200 2.53 +1-0.25 39 94,925 +1-42,503 86,020 2.55 +|- 7.07 13 132,404 +1-23,226 95,200 2.49 +1-0.28 58 All Sizes 318 +I-66 16 3.26 +I-0.63 534 5,558 +|- 7, 758 231 4.78 +I-0.76 561 1,520 +|- 569 93 5.32 +|- 7.04 218 996 +|- 745 24 3.76 +I-0.52 1,313 Notes: Total water system revenue includes revenue from water sales to residential and non-residential customers and to other systems; fees; transfers from the government including municipal government transfers from the general fund; and other sources including penalties and fines. 136 ------- Table 59 Total Water System Revenue By Ownership (Thousands of Dollars) Ownership Type Public Systems Mean Confidence Interval Median Number of Systems Reporting Zero Revenue Observations Private Systems Ancillary Systems Mean Confidence Interval Median Number of Systems Reporting Zero Revenue Observations Other Private Systems Mean Confidence Interval Median Number of Systems Reporting Zero Revenue Observations All Private Systems Mean Confidence Interval Median Number of Systems Reporting Zero Revenue Observations System Service Population Category 100 or Less 37 +I-23 17 4 27 1 +\-1 0 53 61 9 +|-4 5 17 57 5 +|-2 0 70 118 Data: Q.21 101 - 500 49 +I-77 31 12 84 5 +|-4 0 32 43 25 +|-8 18 17 68 17 +|-6 3 49 111 501 - 3,300 477 +|- 440 144 8 181 50 +I-66 0 5 7 281 +I-278 111 11 49 259 +|- 203 103 16 56 3,301 - 10,000 523 +|- 704 411 46 127 N/A N/A N/A N/A N/A 618 +|- 270 390 10 26 618 +|- 275 390 10 26 10,001 - 50,000 2,569 +|- 494 1,696 37 156 N/A N/A N/A N/A N/A 1,633 +|- 980 1,330 9 20 1,633 +|- 1,023 1,330 9 20 50,001 - 100,000 7,732 +|- 1,210 7,008 25 111 N/A N/A N/A N/A N/A 46,432 +1-52,073 6,783 5 13 46,432 +1-52,350 6,783 5 13 100,001- 500,000 21,999 +1-2,509 16,286 42 204 N/A N/A N/A N/A N/A 47,430 +|- 22, 789 35,898 6 21 47,430 +|- 22, 762 35,898 6 21 Over 500,000 136,101 +|- 26, 799 94,936 3 52 N/A N/A N/A N/A N/A 108,252 +1-48,776 168,169 2 6 108,252 +1-47,872 168,169 2 6 All Sizes 1,607 +|- 254 108 177 942 5 +|-3 0 90 111 608 +I-370 13 77 260 370 +|- 772 1 167 371 Notes: Total water system revenue includes revenue from water sales to residential and non-residential customers and to other systems; fees; transfers from the government including municipal government transfers from the general fund; and other sources including penalties and fines. 137 ------- Table 60 Total Water System Revenue and Revenue Per Thousand Gallons Delivered, Excluding Systems With Zero Revenue By Primary Water Source Primary Water Source Primarily Ground Water Systems Mean Revenue in Thousands of Dollars Confidence Interval Median Revenue in Thousands of Dollars Mean Revenue Per Thousand Gallons of Water Produced in Dollars Confidence Interval Observations Primarily Surface Water Systems Mean Revenue in Thousands of Dollars Confidence Interval Median Revenue in Thousands of Dollars Mean Revenue Per Thousand Gallons of Water Produced in Dollars Confidence Interval Observations Primarily Purchased Water Systems Mean Revenue in Thousands of Dollars Confidence Interval Median Revenue in Thousands of Dollars Mean Revenue Per Thousand Gallons of Water Produced in Dollars Confidence Interval Observations All Systems Mean Revenue in Thousands of Dollars Confidence Interval Median Revenue in Thousands of Dollars Mean Revenue Per Thousand Gallons of Water Produced in Dollars Confidence Interval Observations System Service Population Category 100 or Less 19 +|-8 11 5.19 +|- 2.59 37 34 +|- 18 26 8.09 +|- 7.37 27 20 +|- 16 10 4.96 +|- 1.01 7 20 +|-8 11 5.29 +|- 2. 10 71 Data: Q.21 101 - 500 35 +|-7 27 4.49 +|- 0.94 68 110 +I-34 63 8.78 +|- 3.28 49 74 +I-47 44 6.95 +I-2.98 18 45 +I-77 29 5.06 +I-0.94 135 501 - 3,300 207 +I-66 133 4.75 +|- 156 97 377 +|- 104 244 6.07 +|- 137 73 1,135 +|- 1,311 195 6.33 +|- 174 43 471 +|- 366 142 5.28 +|- 1 14 213 Notes: Excludes systems that do not report 3,301 - 10,000 853 +|- 197 758 3.86 +|- 124 38 1,224 +|- 195 1,057 3.83 +|- 0.54 42 879 +|- 779 835 4.53 +|- 1 14 20 927 +|- 124 835 4.06 +I-0.73 100 10,001 - 50,000 2,840 +|- 767 1,696 3.20 +I-0.57 50 3,873 +|- 670 2,972 4.07 +I-0.73 60 3,916 +|- 1,401 2,241 3.60 +I-0.67 20 3,345 +|- 545 2,383 3.52 +I-0.36 130 50,001 - 100,000 9,730 +|- 2,476 7,314 3.64 +|- 0.59 25 22,387 +|- 77,269 7,706 5.24 +|- 2.47 43 11,109 +1-2,974 9,044 3.64 +|- 7.65 26 15,221 +|- 7, 737 7,923 4.30 +|- 7. 73 94 100,001- 500,000 24,556 +|- 5,484 18,870 5.39 +|- 3.09 34 32,360 +|- 7,895 20,297 2.93 +|- 0.32 105 35,027 +1-5,060 26,043 5.11 +|- 7.64 38 31 ,489 +1-5,076 21,573 3.84 +I-0.69 177 Over 500,000 142,215 +|- 34,992 168,169 2.08 +|- 0. 72 5 156,040 +|- 29,828 99,039 2.53 +|- 0.25 37 109,398 +1-57,676 94,936 2.55 +|- 7.07 11 143,831 +1-24,799 102,102 2.49 +I-0.28 53 All Sizes 510 +|- 703 61 4.60 +I-0.80 354 7,535 +|- 7,559 655 5.45 +I-0.76 436 1,817 +|- 678 138 5.85 +|- 7.07 183 1,475 +I-270 87 4.96 +I-0.60 973 positive revenue. Total water system revenue includes revenue from water sales to residential and non-residential customers and to other systems; fees; transfers from the government including municipal government transfers from the general fund; and other sources including penalties and fines. 138 ------- Table 61 Total Water System Revenue and Revenue Per Thousand Gallons Delivered, Excluding Systems With Zero Revenue By Ownership Ownership Type Public Systems Mean Revenue in Thousands of Dollars Confidence Interval Median Revenue in Thousands of Dollars Mean Revenue Per Thousand Gallons of Water Delivered in Dollars Confidence Interval Observations Private Systems Mean Revenue in Thousands of Dollars Confidence Interval Median Revenue in Thousands of Dollars Mean Revenue Per Thousand Gallons of Water Delivered in Dollars Confidence Interval Observations System Service Population Category 100 or Less 46 +I-25 18 9.17 +I-7.88 23 12 +|-4 10 4.19 +|- 1. 19 48 Data: Q.21 101 - 500 57 +|- 19 38 4.56 +|- 124 72 32 +|-8 23 5.21 +|- 1. 16 63 Notes: Excludes systems that do 501 - 3,300 504 +|- 465 150 4.24 +I-0.56 173 357 +|- 262 133 6.61 +|- 1.91 40 not report 3,301 - 10,000 890 +|- 134 758 3.63 +I-0.56 84 1,089 +|- 293 976 5.61 +I-2.57 16 10,001 - 50,000 3,366 +|- 574 2,344 3.39 +|- 0.36 119 3,009 +|- 1,313 2,725 5.17 +|- 128 11 50,001 - 100,000 10,011 +|- 7,360 7,676 4.01 +|- 1 10 86 80,994 +|- 83,489 15,107 3.20 +I-0.78 8 100,001- 500,000 27,639 +1-3,077 20,293 3.63 +1-0.72 162 60,014 +|- 27,902 42,571 4.03 +I-0.78 15 Over 500,000 143,904 +|- 27,583 97,763 2.49 +|- 0.32 49 143,229 +|- 28, 760 168,169 2.41 +|- 0.45 4 All Sizes 1,913 +|- 299 149 4.43 +|- 0.62 768 731 +|- 365 26 5.19 +I-0.76 205 positive revenue. Total water system revenue includes revenue from water sales to residential and non-residential customers and to other systems; fees; transfers from the government including municipal government transfers from the general fund; and other sources including penalties and fines. 139 ------- Table 62 Total Water System Revenue for Systems Reporting Positive Revenue and Expenses By Ownership (Thousands of Dollars) Ownership Type Public Systems Mean Confidence interval Median Observations Private Systems Ancillary Systems Mean Confidence Interval Median Observations Other Private Systems Mean Confidence Interval Median Observations All Private Systems Mean Confidence Interval Median Observations All Systems Mean Confidence Interval Median Observations System Service Population Category 100 or Less 49 +I-27 18 22 6 +|-7 6 8 14 +|-6 11 33 12 +|-5 10 41 21 +|-9 11 63 Data: Q.21 101 - 500 58 +I-20 38 69 18 +|-6 16 9 36 +|- 10 27 46 33 +|-8 23 55 46 +I-77 28 124 Notes: Excludes systems that did 501 - 3,300 268 +I-97 146 167 189 +\-81 155 2 378 +|- 298 114 35 370 +|- 296 133 37 290 +I-99 138 204 3,301 - 10,000 889 +|- 141 758 78 N/A N/A N/A N/A 1,081 +|- 343 976 13 1,081 +|- 357 976 13 921 +|- 732 835 91 not report positive 10,001 - 50,000 3,146 +|- 510 2,173 115 N/A N/A N/A N/A 3,009 +|- 1,314 2,725 11 3,009 +|- 1,484 2,725 11 3,138 +|- 484 2,187 126 50,001 - 100,000 10,255 +|- 1,451 7,847 80 N/A N/A N/A N/A 1 1 ,742 +1-2,762 13,776 6 1 1 ,742 +|- 2,445 13,776 6 10,342 +|- 1,386 7,923 86 100,001- 500,000 27,951 +1-3,773 20,179 153 N/A N/A N/A N/A 57,039 +|- 24,648 42,571 13 57,039 +1-24,777 42,571 13 31 ,303 +1-5,255 20,941 166 Over 500,000 144,747 +1-28,775 95,200 48 N/A N/A N/A N/A 90,985 +|- 27,456 90,985 2 90,985 +|- 30, 760 90,985 2 142,663 +|- 27,054 95,200 50 All Sizes 1,800 +|- 222 139 732 20 +I-73 10 19 547 +|- 289 32 159 451 +|- 224 26 178 1,321 +|- 735 87 910 revenue or expenses. 140 ------- Table 63 Percentage of Systems with Each Type of Revenue Source By Ownership Ownership Type Public Systems Water Sales Confidence Interval Water-Related Operations Confidence Interval General Fund Confidence Interval Other Revenue Sources Confidence Interval Percentage of Systems Reporting No Revenue Confidence Interval Observations Private Systems Water Sales Confidence Interval Water-Related Operations Confidence Interval Other Revenue Sources Confidence Interval Percentage of Systems Reporting No Revenue Confidence Interval Observations System Service 100 or Less 74.4 +|- 29.9 26.6 +|- 24.9 7.8 +|- 14.5 1.1 +|- 1.6 17.4 +|- 29.0 27 39.2 +|- 12.1 12.3 +|- 8.8 36.8 +|- 10.5 29.1 +|- 11.5 118 101 - 500 85.1 +I-9.7 45.6 +|- 14.3 9.4 +|- 8.5 6.0 +|- 6.8 12.9 +I-9.7 84 52.2 +|- 11.5 13.4 +|- 8.0 41.6 +|- 11.3 12.8 +|- 7.2 111 501 - 3,300 94.4 +|- 4.6 70.0 +|- 9.2 9.6 +I-5.7 10.1 +I-5.7 5.3 +|- 4.6 181 72.6 +|- 15.8 46.1 +|- 16.0 12.4 +|- 10.7 19.2 +|- 12.0 56 3,301 - 10,000 56.4 +|- 10.2 55.2 +|- 10.2 4.5 +I-3.7 18.9 +|- 7.8 39.6 +|- 10.1 127 56.0 +|- 20.8 47.7 +|- 210 35.7 +|- 79.2 41.5 +|- 20.8 27 Population Category 10,001 - 50,000 74.9 +|- 7.6 67.3 +|- 8.3 6.3 +|- 3.6 29.9 +|- 8.2 23.7 +|- 7.4 156 54.3 +|- 25.5 54.3 +|- 25.5 24.1 +\-22.1 45.7 +|- 25.5 20 50,001 - 100,001- 100,000 500,000 74.0 +|- 7.7 64.6 +I-8.7 20.8 +I-7.7 42.8 +|- 10.0 22.8 +|- 7.4 111 57.3 +|- 25.0 32.6 +|- 22.9 9.0 +|- 15.0 42.7 +|- 25.0 13 78.1 +\-4.1 73.0 +|- 4.5 15.0 +|- 3.5 48.1 +|- 5.4 20.4 +|- 4.0 204 79.0 +|- 13.8 44.1 +|- 23.4 47.5 +|- 24.2 21.0 +|- 13.8 21 Over 500,000 92.8 +I-4.7 83.0 +|- 10.1 22.8 +|- 10.1 55.3 +|- 9.8 5.4 +|- 3.6 52 75.6 +|- 23.9 24.4 +|- 23.9 63.4 +|- 30.9 24.4 +|- 23.9 6 All Sizes 82.3 +|- 3.9 59.1 +|- 6.0 8.7 +|- 3.0 13.8 +|- 3.3 15.7 +I-3.7 942 50.2 +|- 7.3 19.8 +I-6.7 34.8 +|- 6.6 22.0 +|- 6.0 372 (Continued) 141 ------- Table 63 (Cont.) Percentage of Systems with Each Type of Revenue Source By Ownership Ownership Type All Systems Water Sales Confidence Interval Water-Related Operations Confidence Interval General Fund Confidence Interval Other Revenue Sources Confidence Interval Percentage of Systems Reporting No Revenue Confidence Interval Observations System Service Population Category 100 or Less 43.8 +|- 11.4 14.1 +|- 8.2 1.0 +|- 2.0 32.1 +|- 9.4 27.5 +|- 10.8 145 Data: Q.21 Notes: Systems have 101 - 500 64.8 +I-9.7 25.7 +|- 8.3 3.6 +|- 3.4 28.0 +|- 8.8 12.8 +|- 5.6 195 more thar 501 - 3,300 88.5 +|- 6.0 63.5 +I-8.-7 7.0 +I-3.7 10.8 +|- 5.3 9.1 +|- 5.2 237 i one type ( 3,301 - 10,000 56.3 +I-9.7 53.6 +|- 9.2 3.6 +|- 2.5 22.4 +|- 7.4 40.0 +|- 9.0 154 jf revenue 10,001 - 50,000 73.2 +|- 7.3 66.2 +|- 7.9 5.8 +|- 3.3 29.4 +|- 7.8 25.5 +I-7.7 176 50,001 - 100,000 72.4 +|- 7.5 61.5 +|- 8.5 18.8 +|- 6.4 39.5 +|- 9.5 24.7 +|- 7.2 124 100,001- 500,000 78.2 +|- 4.0 69.5 +|- 5.4 13.2 +I-3.7 48.0 +|- 5.6 20.5 +|- 3.9 225 therefore column totals do not eqi Over 500,000 90.5 +|- 4.5 75.2 +|- 11.0 19.8 +|- 9.2 56.4 +I-9.7 7.9 +|- 4.2 58 al 100. All Sizes 66.5 +|- 4.4 39.7 +|- 4.4 4.4 +|- 1.6 24.2 +|- 3.9 18.8 +|- 3.5 1314 Water Sales includes revenue from the sale of water to residential and non-residential customers. Water Related Operations includes revenue from connection and development fees, transfers from the general fund of municipal governments, and other related fees (fines and penalties, for example.) General Fund includes transfers from municipal government general funds to publicly owned systems. Other is all other sources of water-related revenue, including fines, penalties, and other fees. 142 ------- Table 64 Percentage of System Revenue Received from Each Revenue Source For Systems Reporting Positive Revenue By Ownership Ownership Type Public Systems Water Sales Confidence Interval Water-Related Operations Confidence Interval General Fund Confidence Interval Other Revenue Sources Confidence Interval Observations Private Systems Water Sales Confidence Interval Water-Related Operations Confidence Interval Other Revenue Sources Confidence Interval Observations System Service 100 or Less 86.3 +|- 17.3 3.5 +|- 4.5 9.4 +|- 17.3 0.9 +|- 1.6 24 45.2 +|- 12.2 3.7 +|- 3.6 51.2 +|- 13.3 86 101 - 500 86.1 +|- 7.9 6.0 +|- 3.9 5.2 +|- 5.4 2.7 +|- 4.6 73 52.7 +|- 12.2 1.0 +|- 0.6 46.3 +|- 12.4 96 501 - 3,300 86.7 +|- 3.6 7.9 +|- 2.4 2.6 +|- 1.6 2.8 +|- 2.3 173 84.9 +|- 11.4 4.5 +|- 2.5 10.6 +|- 11.8 44 3,301 - 10,000 82.3 +|- 6.9 12.4 +|- 5.6 3.2 +|- 4.3 2.2 +|- 1.3 81 84.5 +|- 9.8 4.5 +I-2.7 11.0 +|- 9.8 18 Population Category 10,001 - 50,000 82.6 +|- 3.8 13.9 +|- 3.4 1.2 +|- 0.8 2.4 +|- 1.2 119 85.7 +|- 8.8 11.0 +I-8.-7 3.3 +|- 4.5 11 50,001 - 100,001- 100,000 500,000 77.7 +|- 4.5 11.3 +|- 2.9 5.7 +|- 3.3 5.4 +|- 2.0 86 94.9 +|- 5.0 5.1 +|- 5.0 0.0 +|- 0.0 8 78.4 +|- 2.5 15.0 +|- 2.0 1.2 +|- 0.5 5.4 +|- 1.5 162 97.3 +|- 2.2 1.8 +|- 1.6 0.9 +|- 0.6 15 Over 500,000 79.8 +|- 3.6 12.5 +|- 2.9 1.8 +|- 1.0 5.9 +\-2.1 49 98.7 +|- 1.5 0.2 +|- 0.3 1.0 +|- 1.2 4 All Sizes 85.2 +|- 2.8 8.5 +|- 1.7 3.6 +|- 1.9 2.7 +|- 1.5 767 56.3 +|- 7.4 2.7 +|- 1.5 41.0 +|- 7.8 282 (Continued) 143 ------- Table 64 (Cont.) Percentage of System Revenue Received from Each Revenue Source For Systems Reporting Positive Revenue By Ownership Ownership Type All Systems Water Sales Confidence Interval Water-Related Operations Confidence Interval General Fund Confidence Interval Other Revenue Sources Confidence Interval Observations System Service Population Category 100 or Less 51.3 +|- 11.2 3.6 +|- 3.2 1.4 +I-2.7 43.6 +|- 11.9 110 Data: Q.21 Notes: Systems have 101 - 500 65.5 +|- 9.2 2.9 +|- 1.6 2.0 +|- 2.2 29.6 +|- 9.5 169 501 - 3,300 86.2 +|- 4.0 7.1 +I-2.7 2.0 +|- 1.3 4.7 +|- 3.6 217 3,301 - 10,000 82.7 +|- 5.9 10.8 +|- 4.6 2.5 +|- 3.5 4.0 +|- 2.2 99 more than one type of revenue, 10,001 - 50,000 82.8 +|- 3.6 13.7 +|- 3.3 1.1 +I-0.7 2.4 +\-1.1 130 50,001 - 100,000 78.9 +|- 4.3 10.9 +I-2.7 5.2 +|- 3.0 5.0 +|- 1.9 94 100,001- Over 500,000 500,000 80.7 +|- 2.6 13.4 +|- 2.0 1.0 +|- 0.5 4.8 +|- 1.3 177 therefore column totals do not equal 81.9 +I-3.7 11.2 +|- 2.8 1.6 +|- 0.9 5.4 +|- 2.0 53 100. All Sizes 71.5 +\-4.1 5.8 +\-1.1 1.9 +|- 1.0 20.9 +|- 4.2 1049 Water Sales includes revenue from the sale of water to residential and non-residential customers. Water Related Operations includes revenue from connection and development fees, transfers from the general fund of municipal governments, and other related fees (fines and penalties, for example.) General Fund includes transfers from municipal government general funds to publicly owned systems. Other is all other sources of water-related revenue, including fines, penalties, and other fees. 144 ------- Table 65 Average Revenue of Community Water Systems Serving 10,000 or Fewer Reporting Positive Revenue By Ownership and Type of Revenue Source Population Served Water Revenue Water Sales Revenue Water Related Revenue General Fund Transfers Other Water Related Revenue Total Water Related Revenue Total Water Revenue Non-water Revenue Municipal Non -water System Revenue (Net of Transfers to Water System) Total Revenue, Including Municipal Government Revenue Public Systems Mean Revenue 25-100 101-500 Subtotal, 25-500 501-3,300 3,301-10,000 Subtotal, 25-10,000 26,962 42,398 39,575 233,998 783,150 230,244 63,702 84,995 81 ,246 89,416 179,361 94,61 1 1,916 9,966 8,917 39,305 133,986 47,346 15,964 27,437 25,577 50,779 144,298 59,943 31,180 57,132 51 ,997 271 ,632 890,168 276,020 25,495 44,046 43,249 137,623 64,975 96,268 385,927 213,651 240,486 993,251 5,349,726 1,571,303 186,474 164,078 168,291 908,21 1 3,914,971 1,171,867 Observations 25-100 101-500 Subtotal, 25-500 501-3,300 3,301-10,000 Subtotal, 25-10,000 20 72 92 171 77 340 2 7 9 20 11 40 11 45 56 132 74 262 13 46 59 135 76 270 21 72 93 172 84 349 2 3 5 20 26 51 7 38 45 107 70 222 22 75 97 173 117 387 (Continued) 145 ------- Table 65 (Cont.) Average Revenue of Community Water Systems Serving 10,000 or Fewer Reporting Positive Revenue By Ownership and Type of Revenue Source Population Served Water Revenue Water Sales Revenue Water Related Revenue General Fund Transfers Other Water Related Revenue Total Water Related Revenue Total Water Revenue Non-water Revenue Municipal Non-water System Revenue (Net of Transfers to Water System) Total Revenue, Including Municipal Government Revenue Private Systems Mean Revenue 25-100 101-500 Subtotal, 25-500 501-3,300 3,301-10,000 Subtotal, 25-10,000 10,613 31 ,743 22,385 338,117 1 ,020,381 136,609 3,536 4,366 3,958 28,753 74,548 20,514 3,536 4,366 3,958 30,079 80,602 21 ,023 11,719 32,455 23,393 357,235 1,088,984 143,447 211,715 580,569 402,364 3,685,785 6,014,066 773,652 116,343 292,685 21 1 ,801 791 ,382 4,577,333 431,109 Observations 25-100 101-500 Subtotal, 25-500 501-3,300 3,301-10,000 Subtotal, 25-10,000 48 62 110 40 16 166 13 21 34 25 17 76 13 21 34 24 14 72 48 63 111 40 16 167 43 41 84 5 12 101 86 97 183 44 18 245 (Continued) 146 ------- Table 65 (Cont.) Average Revenue of Community Water Systems Serving 10,000 or Fewer Reporting Positive Revenue By Ownership and Type of Revenue Source Population Served Water Revenue Water Sales Revenue Water Related Revenue General Fund Transfers Other Water Related Revenue Total Water Related Revenue Total Water Revenue Non-water Revenue Municipal Non -water System Revenue (Net of Transfers to Water System) Total Revenue, Including Municipal Government Revenue All Systems Mean Revenue 25-100 101-500 Subtotal, 25-500 501-3,300 3,301-10,000 Subtotal, 25-10,000 14,254 37,117 29,427 257,359 832,171 191,953 63,702 84,995 81 ,246 89,416 179,361 94,61 1 3,136 8,174 6,704 37,146 122,293 39,729 7,245 20,067 16,141 46,745 132,816 49,275 16,390 44,755 35,147 290,787 927,074 222,291 210,909 536,067 385,638 1,113,768 1 ,986,360 639,251 385,927 213,651 240,486 993,251 5,349,726 1,571,303 126,840 242,323 198,735 880,052 4,010,351 804,636 Observations 25-100 101-500 Subtotal, 25-500 501-3,300 3,301-10,000 Subtotal, 25-10,000 68 134 202 211 93 506 2 7 9 20 11 40 24 66 90 157 91 338 26 67 93 159 90 342 69 135 204 212 100 516 45 44 89 25 38 152 7 38 45 107 70 222 108 172 280 217 135 632 Data: Note: Q. 21 Total revenue is not derived from the simple addition of all the subcategories of revenue. Rather, it is the weighted average of the revenue with the weights dependent on the likelihood that the average system will have access to a particular revenue subcategory. 147 ------- Table 66 Average Water Sales Revenue Profile: Percentage of Revenue from Each Customer Category By Ownership Ownership Type Public Systems Residential Confidence Interval Non-Residential Confidence Interval Wholesale Confidence Interval Observations Private Systems Residential Confidence Interval Non-Residential Confidence Interval Wholesale Confidence Interval Observations All Systems Residential Confidence Interval Non-Residential Confidence Interval Wholesale Confidence Interval Observations System Service Population Category 100 or Less 93.8 +|- 8.8 6.2 +|- 8.8 0.0 +|- 0.0 27 96.6 +I-5.8 0.5 +|- 0.6 2.9 +I-5.8 118 96.0 +|- 5.0 1.8 +|- 2. 1 2.3 +|- 4.5 145 Data: Q.21 101 - 500 93.3 +|- 5. 1 6.4 +|- 5. 1 0.3 +|- 0.5 84 99.5 +|- 0.6 0.3 +|- 0.3 0.3 +|- 0.5 111 96.4 +|- 2.6 3.4 +|- 2.6 0.3 +|- 0.4 195 501 - 3,300 86.1 +I-4.7 12.8 +I-4.7 1.0 +|- 0.9 181 93.5 +|- 7.0 6.4 +|- 6.9 0.2 +|- 0.3 56 87.8 +|- 4.0 11.4 +|- 4.0 0.8 +I-0.7 237 3,301 - 10,000 69.9 +|- 9.0 19.3 +|- 6.5 10.8 +I-7.7 127 87.6 +|- 8.9 7.3 +|- 5.4 5.0 +|- 7.3 27 73.5 +I-7.7 16.9 +|- 5.5 9.6 +|- 6.3 154 10,001 - 50,000 73.3 +|- 4.6 20.7 +I-3.7 6.1 +|- 3.0 156 79.0 +|- -75.3 2.7 +|- 2.2 18.3 +\-14.1 20 73.6 +|- 4.4 19.6 +|- 3.6 6.8 +|- 2.9 176 50,001 - 100,001- 100,000 500,000 69.5 +|- 5.0 18.7 +|- 3.0 11.8 +|- 4.9 111 56.9 +I-213 18.2 +|- 12.8 24.9 +I-25.7 13 68.6 +|- 5.0 18.6 +|- 2.9 12.8 +|- 4.9 124 58.3 +|- 2.9 27.0 +|- 2.0 14.7 +|- 2.9 204 65.0 +I-4.8 30.8 +|- 3. 1 4.2 +|- 3.0 21 59.1 +I-2.7 27.5 +|- 18 13.4 +I-2.7 225 Over 500,000 48.2 +|- 6. 1 23.4 +|- 3.3 28.4 +|- 7.0 52 61.6 +|- 2.9 34.8 +|- 3.3 3.6 +|- 0.5 6 49.7 +|- 5.5 24.7 +|- 3. 1 25.7 +|- 6.6 58 All Sizes 84.3 +|- 2.9 12.8 +I-2.7 2.9 +|- 1.0 942 96.2 +|- 2.5 2.2 +|- 1.6 1.6 +|- 1.9 372 88.8 +|- 2.0 8.8 +|- 18 2.4 +|- 0.9 1,314 Notes: Column totals may not equal 100 due to rounding. 148 ------- Table 67 Water System Revenue from All Sources per Thousand Gallons Delivered By Ownership Ownership Type Public Systems Mean Confidence Interval Median Observations Private Systems Mean Confidence Interval Median Observations All Systems Mean Confidence Interval Median Observations System Service 100 or Less 9.04 +\-7.71 4.62 24 2.05 +I-0.77 0.00 95 2.91 +|- 128 0.99 119 101 - 500 4.04 +|- 1.18 3.42 78 2.81 +|- 0.92 1.19 95 3.30 +I-0.74 2.50 173 501 - 3,300 4.04 +|- 0.55 3.08 168 5.13 +|- 182 4.69 52 4.34 +|- 0.63 3.58 220 Data: Q.21 Notes: Includes wholesale deliveries and 3,301 - 10,000 3.46 +|- 0.57 3.37 74 5.48 +|- 2.46 4.70 15 3.89 +I-0.72 3.43 89 Population Category 10,001 - 50,000 3.18 +|- 0.37 2.93 111 5.17 +|- 128 5.60 11 3.31 +|- 0.38 3.10 122 50,001 - 100,001- 100,000 500,000 3.91 +|- 108 2.97 77 3.20 +1-0.78 3.48 7 3.86 +|- 100 3.00 84 3.41 +|- 0.69 2.47 158 3.64 +|- 0.94 3.69 15 3.44 +|- 0.62 2.58 173 Over 500,000 2.39 +|- 0.35 2.24 47 2.41 +|- 0.45 2.07 4 2.39 +|- 0.32 2.19 51 All Sizes 4.15 +|- 0.60 3.30 737 2.99 +|- 0.59 1.64 294 3.57 +|- 0.43 2.84 1,031 unaccounted for water. 149 ------- Table 68 Water System Revenue from Water Sales per Thousand Gallons Delivered By Ownership Ownership Type Public Systems Mean Confidence Interval Median Observations Private Systems Mean Confidence Interval Median Observations All Systems Mean Confidence Interval Median Observations System Service Population Category 100 or Less 4.31 +|- 1.65 3.74 24 1.85 +|- 0.69 0.00 95 2.15 +|- 0.66 0.84 119 Data: Q.21 Notes: 101 - 500 3.19 +|- 0.66 2.97 78 2.70 +|- 0.91 1.19 95 2.90 +|- 0.60 2.36 173 501 - 3,300 3.40 +|- 0.44 2.91 168 4.91 +|- 182 4.63 52 3.81 +|- 0.59 3.14 220 3,301 - 10,000 2.81 +|- 0.50 2.63 74 5.10 +|- 2.33 4.24 15 3.29 +|- 0.68 3.04 89 10,001 - 50,000 2.61 +|- 0.37 2.59 111 4.43 +|- 1.16 4.38 11 2.73 +|- 0.32 2.69 122 50,001 - 100,000 3.26 +|- 0.97 2.51 77 3.03 +I-0.77 3.11 7 3.24 +|- 0.90 2.52 84 100,001- 500,000 2.62 +|- 0.54 2.01 158 3.54 +|- 0.97 3.59 15 2.73 +|- 0.51 2.22 173 Over 500,000 2.03 +|- 0.25 1.99 47 2.41 +|- 0.45 2.07 4 2.07 +|- 0.23 2.02 51 All Sizes 3.23 +|- 0.29 2.83 737 2.82 +|- 0.57 1.34 294 3.03 +|- 0.31 2.52 1,031 150 ------- Table 69 Water System Revenue from Water Sales per Thousand Gallons Delivered By Ownership and Customer Class Ownership Type Public Systems Residential Mean Confidence Interval Median Observations Non-Residential Mean Confidence Interval Median Observations Wholesale Mean Confidence Interval Median Observations Private Systems Residential Mean Confidence Interval Median Observations Non-Residential Mean Confidence Interval Median Observations Wholesale Mean Confidence Interval Median Observations System Service Population Category 100 or Less 4.90 +|- 2. 10 4.30 24 2.95 +|- 158 2.18 6 * * * 1.95 +I-0.72 0.00 91 1.15 +I-2.48 0.00 6 0.50 +I-0.74 0.00 2 101 - 500 3.63 +I-0.72 3.27 78 4.40 +|- 127 4.49 21 0.00 +I-0.00 0.00 1 2.92 +I-0.97 1.33 95 7.88 +|- 8.98 2.00 8 * * * 501 - 3,300 4.04 +I-0.58 3.26 168 4.42 +|- 174 3.34 73 2.01 +I-0.93 1.75 13 5.41 +I-2.07 5.12 51 3.22 +I-2.06 5.38 15 3.71 +I-4.46 6.49 2 3,301 - 10,000 3.64 +I-0.77 3.11 68 3.12 +I-0.73 2.73 57 1.62 +I-0.65 1.44 26 6.22 +I-3.03 4.83 14 4.86 +I-2.83 2.91 11 4.11 +I-0.42 3.84 3 10,001 - 50,000 3.35 +I-0.39 3.18 105 2.90 +I-0.44 2.52 86 2.09 +I-0.58 2.08 43 5.67 +|- 150 5.63 11 3.60 +|- 133 3.91 8 3.35 +|- 180 3.01 8 50,001 - 100,000 4.15 +|- 1 13 3.04 70 3.02 +I-0.74 2.69 61 2.40 +I-0.93 1.87 43 6.23 +|- 175 6.25 5 3.20 +|- 1.71 4.02 5 2.11 +I-0.88 2.77 4 100,001- 500,000 2.78 +|- 0. 17 2.66 138 2.67 +I-0.28 2.11 126 1.66 +|- 0. 15 1.53 104 6.00 +|- 187 5.30 15 4.34 +|- 124 4.66 15 2.67 +I-0.80 2.91 12 Over 500,000 2.68 +I-0.37 2.53 38 2.76 +I-0.54 2.53 36 1.99 +|- 0.26 1.71 41 3.00 +|- 0.49 2.65 4 2.87 +I-0.86 2.20 4 1.68 +|- 0.22 1.55 4 All Sizes 3.85 +I-0.36 3.25 689 3.80 +I-0.87 3.00 466 1.83 0.37 1.59 271 3.09 +|- 0.62 1.64 286 3.99 +|- 2.00 2.60 72 1.95 +|- 124 1.07 35 (Continued) 151 ------- Table 69 (Cont.) Water System Revenue from Water Sales per Thousand Gallons Delivered By Ownership and Customer Class Ownership Type All Systems Residential Mean Confidence Interval Median Observations Non-Residential Mean Confidence Interval Median Observations Wholesale Mean Confidence Interval Median Observations System Service Population Category 100 or Less 2.33 +I-0.72 0.99 115 1.68 +I-2.09 0.00 12 0.50 +I-0.74 0.00 2 Q26 Q.21 Notes: 101 - 500 3.20 +I-0.65 2.48 173 5.05 +I-2.07 4.49 29 0.00 +|- 0.00 0.00 1 501 - 3,300 4.42 +I-0.70 3.51 219 4.21 +|- 148 3.44 88 2.09 +|- 0.90 1.75 15 3,301 - 10,000 4.22 +I-0.96 3.59 82 3.46 +I-0.86 2.82 68 1.86 +|- 0.67 1.53 29 10,001 - 50,000 3.51 +\-0.41 3.22 116 2.93 +|- 0.42 2.64 94 2.22 +|- 0.56 2.08 51 50,001 - 100,001- 100,000 500,000 4.27 +|- 107 3.10 75 3.03 +|- 0.69 2.69 66 2.38 +I-0.87 1.93 47 3.19 +|- 0.46 2.89 153 2.90 +|- 0.36 2.22 141 1.80 +|- 0.23 1.74 116 Over 500,000 2.72 +|- 0.33 2.65 42 2.78 +|- 0.48 2.53 40 1.95 +|- 0.23 1.55 45 All Sizes 3.48 +|- 0.36 2.89 975 3.84 +I-0.75 2.91 538 1.85 +|- 0.37 1.52 306 152 ------- Table 70 Annual Residential Revenue per Connection By Ownership Ownership Type Public Systems Mean Residential Revenues per Connection Confidence interval Median Residential Revenues per Connection Observations Private Systems Ancillary Systems Mean Residential Revenues per Connection Confidence interval Median Residential Revenues per Connection Observations Other Private Systems Mean Residential Revenues per Connection Confidence interval Median Residential Revenues per Connection Observations All Private Systems Mean Residential Revenues per Connection Confidence interval Median Residential Revenues per Connection Observations All Systems Mean Residential Revenues per Connection Confidence interval Median Residential Revenues per Connection Observations System Service 100 or Less 470 +|- 287 309 22 196 +I-48 180 6 408 +|- 105 415 38 361 +\-91 312 44 388 +|- 126 312 66 Data: Q.21 101 - 500 314 +I-60 274 72 352 +|- 164 313 11 429 +\-119 313 49 413 +|- 102 313 60 363 +I-59 291 132 Notes: Excludes systems that did 501 - 3,300 445 +|- 244 283 169 727 +I-65 700 2 592 +|- 245 397 38 596 +|- 242 397 40 479 +|- 197 304 209 not report 3,301 - 10,000 320 +I-54 264 63 N/A N/A N/A N/A 480 +|- 727 423 13 480 +|- 724 423 13 358 +I-56 340 76 Population Category 10,001 - 50,000 290 +I-28 259 98 N/A N/A N/A N/A 390 +\-112 366 11 390 +\-116 366 11 297 +I-29 269 109 50,001 - 100,001- 100,000 352 +I-40 308 66 N/A N/A N/A N/A 483 +|- 141 469 6 483 +|- 138 469 6 362 +I-39 330 72 500,000 343 +I-20 302 137 N/A N/A N/A N/A 401 +I-53 432 15 401 +I-53 432 15 351 +I-20 328 152 Over 500,000 349 +I-30 334 38 N/A N/A N/A N/A 291 +I-48 251 4 291 +I-50 251 4 341 +I-28 305 42 All Sizes 383 +\-117 278 665 305 +|- 101 283 19 467 +I-84 365 174 441 +I-74 342 193 405 +I-79 298 858 positive revenue. 153 ------- Table 71 Percentage of Systems with Each Residential Rate Structure and Billing Profile By Ownership Ownership Type Public Systems Metered Charges Uniform Rate Declining Block Rate Increasing Block Rate Seasonal Rate Unmetered Charges Separate Flat Fee for Water Annual Connection Fee Combined Flat Fee for Water and Other Services Other billing methods Observations Private Systems Metered Charges Uniform Rate Declining Block Rate Increasing Block Rate Seasonal Rate Unmetered Charges Separate Flat Fee for Water Annual Connection Fee Combined Flat Fee for Water and Other Services Other billing methods Observations System Service 100 or Less 41.2 7.8 16.0 0.0 8.9 0.0 17.0 0.7 27 15.1 0.0 8.7 0.0 12.9 0.0 34.8 15.2 118 101 - 500 46.3 9.7 14.7 2.0 26.7 0.0 2.3 6.2 84 27.3 5.0 9.6 0.0 18.1 1.3 37.3 1.6 111 501 - 3,300 54.5 20.6 13.6 0.0 18.8 0.0 0.0 6.5 181 48.0 15.6 14.0 0.0 12.0 0.0 1.8 11.1 56 3,301 - 10,000 35.6 16.1 10.9 0.0 19.7 3.9 3.0 2.3 127 50.7 2.6 24.9 0.0 7.9 5.0 0.0 0.0 27 Population Category 10,001 - 50,000 38.7 16.2 25.7 0.0 19.5 6.7 5.1 2.6 155 55.2 18.5 2.1 0.0 19.4 4.8 0.0 12.9 19 50,001 - 100,001- 100,000 500,000 30.9 6.1 34.5 3.0 10.0 3.6 2.6 1.8 111 29.2 7.9 7.9 0.0 25.8 0.0 0.0 0.0 13 27.3 17.8 31.1 4.8 21.7 2.8 2.4 8.9 204 33.1 56.5 0.0 3.4 3.4 0.0 0.0 0.0 21 Over 500,000 35.1 17.2 27.5 7.5 18.4 7.5 1.9 16.5 52 51.2 63.4 12.2 0.0 24.4 0.0 0.0 0.0 6 All Sizes 46.0 15.7 15.9 0.6 20.2 1.5 2.7 5.0 941 26.6 4.8 10.4 0.0 14.7 0.7 28.9 8.6 371 (Continued) 154 ------- Table 71 (Cont.) Percentage of Systems with Each Residential Rate Structure and Billing Profile By Ownership Ownership Type All Systems Metered Charges Uniform Rate Declining Block Rate Increasing Block Rate Seasonal Rate Unmetered Charges Separate Flat Fee for Water Annual Connection Fee Combined Flat Fee for Water and Other Services Other billing methods Observations System Service Population Category 100 or Less 18.5 1.0 9.7 0.0 12.4 0.0 32.5 13.3 145 Data: Q.22 Notes: These rate str 101 - 500 34.6 6.8 11.6 0.8 21.4 0.8 23.9 3.4 195 uctures on 501 - 3,300 52.7 19.2 13.7 0.0 17.0 0.0 0.5 7.7 237 y apply to 3,301 - 10,000 38.7 13.3 13.8 0.0 17.2 4.2 2.4 1.8 154 residential 10,001 - 50,000 40.0 16.4 23.9 0.0 19.5 6.6 4.7 3.3 174 customers. 50,001 - 100,000 30.8 6.2 31.9 2.7 11.5 3.3 2.4 1.6 124 100,001- 500,000 28.0 22.4 27.3 4.7 19.5 2.5 2.1 7.8 225 Over 500,000 37.3 23.3 25.5 6.5 19.2 6.5 1.6 14.3 58 All Sizes 36.4 10.3 13.2 0.3 17.4 1.1 15.7 6.8 1,312 Column totals may be greater than or less than 100. 155 ------- Table 72 Percentage of Systems with Each Non-residential Rate Structure and Billing Profile By Ownership Ownership Type Public Systems Metered Charges Uniform Rate Declining Block Rate Increasing Block Rate Seasonal Rate Unmetered Charges Separate Flat Fee for Water Annual Connection Fee Combined Flat Fee for Water and Other Services Other billing methods Observations Private Systems Metered Charges Uniform Rate Declining Block Rate Increasing Block Rate Seasonal Rate Unmetered Charges Separate Flat Fee for Water Annual Connection Fee Combined Flat Fee for Water and Other Services Other billing methods Observations System Service 100 or Less 24.0 7.8 8.0 0.0 16.6 0.0 0.0 0.0 27 1.4 0.0 0.1 0.0 3.9 0.0 2.5 3.9 118 101 - 500 29.3 6.4 8.3 2.0 17.5 0.0 2.2 4.3 84 5.1 2.5 1.4 0.0 5.5 0.0 5.1 0.1 111 501 - 3,300 45.3 17.2 9.9 0.0 14.3 0.0 0.0 5.2 181 29.8 2.8 7.3 0.0 4.9 0.0 0.0 4.7 56 3,301 - 10,000 30.0 15.9 8.3 0.0 15.1 4.3 4.0 2.0 127 40.6 5.9 16.5 0.0 12.9 2.6 0.0 0.0 27 Population Category 10,001 - 50,000 37.7 18.0 20.0 0.0 21.9 6.7 6.1 4.0 155 27.8 20.2 2.1 0.0 7.0 4.8 0.0 0.0 19 50,001 - 100,001- 100,000 500,000 41.6 7.3 25.7 3.0 9.0 2.6 1.7 1.9 111 30.3 15.8 11.3 0.0 17.9 0.0 0.0 0.0 13 33.4 20.6 24.8 5.3 19.0 5.1 2.4 4.8 204 17.3 72.2 0.0 3.4 6.8 0.0 0.0 3.4 21 Over 500,000 44.3 22.7 14.7 11.2 16.6 11.2 1.8 7.3 52 63.4 63.4 0.0 0.0 24.4 0.0 0.0 0.0 6 All Sizes 36.8 13.8 11.0 0.7 16.2 1.6 1.9 4.0 941 9.0 2.1 2.4 0.0 5.1 0.1 3.0 2.4 371 (Continued) 156 ------- Table 72 (Cont.) Percentage of Systems with Each Non-residential Rate Structure and Billing Profile By Ownership Ownership Type All Systems Metered Charges Uniform Rate Declining Block Rate Increasing Block Rate Seasonal Rate Unmetered Charges Separate Flat Fee for Water Annual Connection Fee Combined Flat Fee for Water and Other Services Other billing methods Observations System Service Population Category 100 or Less 4.4 1.0 1.1 0.0 5.6 0.0 2.2 3.4 145 Data: Q.22 Notes: These rate str 101 - 500 14.4 4.0 4.1 0.8 10.1 0.0 4.0 1.8 195 uctures on 501 - 3,300 41.1 13.3 9.2 0.0 11.7 0.0 0.0 5.1 237 y apply to 3,301 - 10,000 32.2 13.9 10.0 0.0 14.6 3.9 3.2 1.6 154 10,001 - 50,000 37.0 18.1 18.7 0.0 20.8 6.6 5.7 3.7 174 50,001 - 100,000 40.5 8.1 24.3 2.7 9.9 2.4 1.5 1.7 124 100,001- 500,000 31.4 26.8 21.8 5.1 17.6 4.5 2.1 4.6 225 Over 500,000 46.8 28.1 12.7 9.7 17.7 9.7 1.5 6.3 58 All Sizes 23.1 8.0 6.7 0.3 10.7 0.9 2.5 3.2 1,312 non-residential customers. Column totals may be greater than or less than 100. 157 ------- Table 73 Percentage of Systems with Programs to Lower the Cost of Drinking Water for Low-income Households By Ownership Ownership Type Public Systems Percentage of systems with a program Average number of households that qualify Of the systems with a program, the percentage that use the following eligibility requirements Income Age, Disability, and/or Income Other Observations Private Systems Percentage of systems with a program Average number of households that qualify Of the systems with a program, the percentage that use the following eligibility requirements Income Age, Disability, and/or Income Other Observations All Systems Percentage of systems with a program Average number of households that qualify Of the systems with a program, the percentage that use the following eligibility requirements Income Age, Disability, and/or Income Other Observations System Service 100 or Less 17.0 24 100.0 0.0 0.0 27 5.2 2 33.0 33.0 33.9 118 6.8 11 59.7 19.9 20.4 145 Data: Q.23 Notes: 101 - 500 0.4 7 0.0 58.9 41.1 84 0.0 * * * * 111 0.1 7 0.0 58.9 41.1 195 501 - 3,300 1.3 12 9.6 90.4 0.0 181 2.5 20 0.0 0.0 100.0 56 1.6 14 5.9 55.9 38.1 237 3,301 - 10,000 5.8 71 26.8 73.2 0.0 117 0.0 * * * * 26 4.5 71 26.8 73.2 0.0 143 Population Category 10,001 - 50,000 8.6 261 42.5 57.5 0.0 151 12.9 0 * * * 19 8.9 231 42.5 57.5 0.0 170 50,001 - 100,001- 100,000 15.8 422 34.0 46.0 20.0 107 9.8 100 100.0 0.0 0.0 12 15.2 402 40.7 41.3 18.0 119 500,000 18.9 370 37.6 55.7 6.7 196 42.0 1,024 100.0 0.0 0.0 21 21.8 495 63.4 32.7 4.0 217 Over 500,000 16.9 4,168 50.0 50.0 0.0 51 24.4 0 100.0 0.0 0.0 6 17.9 3,842 60.2 39.8 0.0 57 All Sizes 4.2 247 48.6 49.3 2.1 914 2.8 57 31.8 25.9 42.3 369 3.5 185 42.8 41.2 16.1 1,283 158 ------- Table 74 Characteristics of Water Systems Serving Less than 100,000 with a Seasonal Population By Ownership Ownership Type Public Systems Percentage of systems that serve a residential population that changes on a seasonal basis Average daily flow during the peak season (millions of gallons per day) Year-Round Average daily flow (millions of gallons per day) Average duration of peak season (days) Observations Private Systems Percentage of systems that serve a residential population that changes on a seasonal basis Average daily flow during the peak season (millions of gallons per day) Year-Round Average daily flow (millions of gallons per day) Average duration of peak season (days) Observations All Systems Percentage of systems that serve a residential population that changes on a seasonal basis Average daily flow during the peak season (millions of gallons per day) Year-Round Average daily flow (millions of gallons per day) Average duration of peak season (days) Observations System Service Population Category 100 101 - or Less 500 0.0 0.0 . * * . 0 1 0.0 * * . * * 0.0 1 0.0 0.0 . * * . 0 2 Data: Q.24 Notes: 501 - 3,301 - 3,300 10,000 0.0 8.6 1.3 0.8 87.5 10 139 0.0 26.0 1.0 0.4 121.6 1 47 0.0 12.3 1.1 0.6 102.9 11 186 10,001 - 50,000 10.5 3.6 2.9 90.9 212 2.2 7.0 5.6 60.0 18 9.9 3.6 3.0 90.4 230 50,001 - 100,000 7.8 12.2 9.5 96.8 120 0.0 19.3 17.0 90.0 10 7.1 12.2 9.5 96.8 130 All Sizes <100,001 8.6 3.1 2.4 89.7 482 19.8 1.1 0.5 120.2 77 10.2 2.6 1.9 97.9 559 159 ------- Table 75 Total Expenses By Primary Water Source (Thousands of Dollars) Primary Water Source Primarily Ground Water Systems Mean Confidence interval Median Observations Primarily Surface Water Systems Mean Confidence interval Median Observations Primarily Purchased Water Systems Mean Confidence interval Median Observations All Systems Mean Confidence interval Median Observations System Service Population Category 100 or Less 10 +|-4 3 88 167 +|- 252 43 49 16 +I-77 7 8 15 +|-8 4 145 Data: Q.26 101 - 500 43 +I-23 18 105 238 +|- 191 85 67 43 +I-20 32 23 50 +\-21 20 195 501 - 3,300 168 +I-43 104 111 469 +|- 154 246 78 330 +|- 165 166 48 236 +I-54 132 237 Notes: Systems reporting zero expenses are 3,301 - 10,000 598 +|- 215 321 62 1,353 +|- 460 766 65 755 +|- 182 798 27 778 +|- 156 522 154 included 10,001 - 50,000 2,674 +|- 812 1,273 65 3,125 +|- 689 2,547 82 3,380 +|- -7,265 2,074 25 2,944 +|- 531 1,636 172 50,001 - 100,000 7,379 +|- 2,121 7,304 40 9,225 +\-2,118 7,597 54 9,779 +|- 2,252 9,261 30 8,689 +|- 7,259 8,029 124 100,001- 500,000 23,182 +1-7,799 10,669 56 33,857 +|- 8,695 20,371 124 39,788 +\-7,147 27,702 45 32,447 +|- 5,398 20,371 225 Over 500,000 99,861 +|- 78,307 0 6 184,151 +|- 46, 705 120,700 39 153,373 +|- 76,677 81 ,991 13 165,944 +1-38,489 108,484 58 All Sizes 382 +I-65 17 533 6,321 +|- 1, 161 416 558 1,535 +|- 375 91 219 1,110 +|- 116 26 1,310 in this analysis. 160 ------- Table 76 Total Expenses per Thousand Gallons Delivered By Primary Water Source Primary Water Source Primarily Ground Water Systems Mean Confidence interval Median Observations Primarily Surface Water Systems Mean Confidence interval Median Observations Primarily Purchased Water Systems Mean Confidence interval Median Observations All Systems Mean Confidence interval Median Observations System Service 100 or Less 4.52 +|- 1.81 2.25 69 8.98 +I-2.87 7.35 38 3.80 +|- 1.71 3.85 8 4.61 +|- 1.61 2.55 115 Data: Q.26, Q.21 Notes: 101 - 500 3.44 +I-0.79 2.62 93 7.16 +|- 170 5.45 55 4.86 +|- 148 5.15 19 3.76 +I-0.70 2.76 167 501 - 3,300 3.81 +|- 0.95 2.55 103 6.26 +|- 1.31 4.39 71 5.59 +|- 1.12 4.67 45 4.48 +|- 0.69 3.15 219 3,301 - 10,000 2.92 +I-0.89 2.97 32 5.59 +|- 1.41 4.13 37 4.64 +|- 142 4.02 18 3.94 +\-0.71 3.36 87 Population Category 10,001 - 50,000 3.39 +|- 0.92 2.65 46 4.08 +\-0.81 3.11 58 3.70 +|- 126 3.24 19 3.64 +|- 0.59 2.75 123 50,001 - 100,001- 100,000 500,000 3.72 +|- 1.17 4.17 23 4.39 +|- 173 2.74 41 3.30 +|- 128 2.66 22 3.89 +1-0.88 2.77 86 3.06 +1-0.88 2.52 37 3.69 +|- 0.45 3.16 100 4.23 +|- 0.56 3.54 35 3.66 +|- 0.34 3.12 172 Over 500,000 1.33 +|- 134 0.00 4 3.16 +|- 0.38 2.76 37 3.75 +|- 174 3.05 11 3.10 +|- 0.53 2.69 52 All Sizes 3.80 +|- 0.62 2.53 407 5.79 +|- 0.59 4.37 437 4.95 +I-0.70 4.40 177 4.18 +|- 0.48 2.93 1,021 161 ------- Table 77 Total Expenses By Ownership (Thousands of Dollars) Ownership Type Public Systems Mean Confidence interval Median Observations Private Systems Mean Confidence interval Median Observations System Service Population Category 100 or Less 64 +I-62 15 27 7 +|-3 3 118 Data: Q.26 101 - 500 74 +\-41 35 84 36 +I-23 10 111 Notes: Systems reporting zero 501 - 3,300 262 +I-73 144 181 165 +I-65 85 56 expenses are 3,301 - 10,000 799 +|- 177 571 127 696 +|- 340 474 27 included 10,001 - 50,000 2,997 +|- 558 1,659 153 2,283 +|- 7,580 1,395 19 50,001 - 100,000 9,134 +|- 7,330 8,029 111 4,518 +1-3,797 0 13 100,001- 500,000 30,612 +|- 3,656 19,727 204 16,738 +|- 5,278 20,548 18 Over 500,000 187,589 +1-47,777 120,700 52 24,563 +1-24,576 0 6 All Sizes 1,976 +|- 249 115 939 144 +I-39 8 368 in this analysis. 162 ------- Table 78 Total Expenses per Thousand Gallons Delivered By Ownership Ownership Type Public Systems Mean Confidence interval Median Observations Private Systems Mean Confidence interval Median Observations System Service Population Category 100 or Less 8.31 +I-7.75 3.85 22 4.08 +|- 140 2.40 93 Data: Q.26, Q.21 Notes: 101 - 500 4.78 +|- 134 3.19 77 3.04 +|- 0.65 2.62 90 501 - 3,300 4.89 +|- 0.95 3.28 168 3.40 +I-0.80 2.93 51 3,301 - 10,000 4.05 +I-0.83 3.36 74 3.47 +|- 123 3.95 13 10,001 - 50,000 3.62 +|- 0.61 2.75 114 4.05 +|- 168 4.82 9 50,001 - 100,000 4.07 +|- 0.94 2.90 78 1.81 +I-0.79 2.62 8 100,001- 500,000 3.63 +|- 0.33 3.05 158 3.92 +|- 155 3.80 14 Over 500,000 3.34 +|- 0.49 2.76 48 1.15 +|- 1.31 0.00 4 All Sizes 4.78 +\-0.71 3.20 739 3.53 +|- 0.63 2.62 282 163 ------- Table 79 Total Expenses for Systems Reporting Positive Revenues and Expenses By Ownership (Thousands of Dollars) Ownership Type Public Systems Mean Confidence interval Median Observations Private Systems Mean Confidence interval Median Observations All Systems Mean Confidence interval Median Observations System Service Population Category 100 or Less 82 +I-82 17 22 15 +|-7 10 41 32 +\-21 11 63 Data: Q.26 101 - 500 88 +I-49 40 69 45 +I-28 23 55 67 +I-29 28 124 Notes: Excludes systems that 501 - 3,300 287 +I-82 156 167 228 +I-89 116 37 274 +I-66 151 204 3,301 - 10,000 1,098 +|- 244 718 78 1,153 +|- 442 822 13 1,108 +\-217 781 91 did not report positive 10,001 - 50,000 3,753 +|- 676 2,547 115 3,611 +1-2,045 2,793 11 3,744 +|- 647 2,715 126 50,001 - 100,000 1 1 ,468 +|- 7,485 9,499 80 10,879 +1-3,353 1 1 ,596 6 1 1 ,434 +|- 7,472 10,115 86 100,001- 500,000 38,390 +|- 4,635 26,646 153 63,599 +|- 34,496 32,170 13 41 ,295 +|- 6,650 27,702 166 Over 500,000 202,343 +|- 44,087 168,087 48 100,581 +|- -79,094 100,581 2 198,399 +|- 42,304 160,798 50 All Sizes 2,326 +|- 300 157 732 463 +|- 272 23 178 1,665 +|- -775 91 910 revenues or expenses. 164 ------- Table 80 Percentage Breakdown of Expenses By Major Categories By Ownership Ownership Type Public Systems Purchased water Confidence interval Security Confidence interval Depreciation Confidence interval Payments to General Fund Confidence interval Other Routine Operating Expenses Confidence interval Debt Service Expenses Confidence interval Capital Improvements Confidence interval Payments to Reserve funds Confidence interval Private Systems Purchased water Confidence interval Security Confidence interval Depreciation Confidence interval Income Taxes Confidence interval Other Routine Operating Expenses Confidence interval Debt Service Expenses: Confidence interval Capital Improvements Confidence interval Payments to Reserve funds Confidence interval System Service Population Category 100 or Less 10.2 +|- 10.5 0.0 +|- 0.0 4.6 +|- 7.2 0.0 +|- 0.0 77.3 +|- 19.6 0.8 +|- 0.9 4.0 +|- 6.2 3.2 +|- 6.0 3.5 +|- 6.2 0.3 +|- 0.5 1.8 +|- 1.6 0.9 +|- 0.8 79.8 +|- 8.6 3.7 +|- 4.4 7.3 +|- 4.8 2.7 +I-2.7 101 - 500 7.4 +|- 6.5 0.0 +|- 0.0 5.5 +I-4.7 0.8 -H-7.7 64.5 +|- 8.9 10.8 +|- 5.0 6.8 +|- 5.3 4.3 +|- 3.9 7.3 +|- 5.2 0.2 +|- 0.2 0.9 +|- 0.8 0.0 +|- 0.0 78.6 +|- 9. 1 1.5 +|- 19 8.1 +|- 5.9 3.5 +|- 2.8 501 - 3,300 10.6 +|- 4.8 0.1 +|- 0. 1 5.9 +|- 1.8 2.3 +|- 1.6 58.6 +I-5.7 14.9 +|- 3.3 5.9 +|- 3.2 1.8 +|- 13 13.9 +|- 8.2 0.1 +|- 0. 1 6.8 +|- 3.5 2.9 +|- 3.8 63.0 +|- 10.0 9.8 +|- 4.2 1.9 +|- 1.4 1.8 +|- 2.2 3,301 - 10,000 12.2 +|- 6.3 2.6 +|- 3.6 10.4 +|- 2.4 4.2 +|- 3.5 48.8 +|- 7.2 12.5 +I-3.7 8.2 +|- 3.3 1.1 +I-0.7 16.0 +|- 72.2 8.4 +|- 75.5 14.9 +|- 6.5 3.0 +|- 3.0 42.0 +|- 74.0 8.6 +|- 5.0 6.9 +|- 5.3 0.2 +|- 0.3 10,001 - 50,000 11.5 +|- 4.4 0.2 +|- 0. 7 10.3 +|- 7.7 3.5 +|- 7.5 45.4 +|- 5.0 11.9 +|- 2.9 14.0 +|- 3.8 3.2 +|- 7.7 6.9 +|- 9.0 0.0 +|- 0.0 15.6 +|- 7.5 1.2 +|- 2.2 38.3 +|- 72.2 17.8 +|- 9.4 19.7 +|- 76.4 0.4 +|- 0.5 50,001 - 100,000 15.9 +I-4.7 1.3 +|- 7.8 11.9 +|- 2.2 3.9 +|- 7.4 35.8 +|- 3.9 14.1 +|- 3.2 16.1 +|- 3.0 1.1 +I-0.7 37.6 +|- 26.9 0.0 +|- 0.0 9.2 +|- 3.8 5.0 +|- 3.6 26.3 +|- 75.0 7.1 +|- 8.0 14.8 +|- 70.4 0.0 +|- 0.0 100,001- 500,000 11.3 +|- 2.0 1.0 +|- 0.9 11.0 +|- 7.0 4.0 +|- 0.9 36.4 +|- 2.6 15.6 +|- 7.2 18.3 +|- 2.0 2.3 +I-0.7 6.8 +|- 70.9 0.5 +|- 0.2 14.1 +|- 5.4 5.3 +I-4.7 46.4 +|- 7.5 8.2 +I-3.7 18.5 +|- 7.3 0.1 +|- 0.2 Over 500,000 14.2 +|- 6.5 0.4 +|- 0. 7 10.7 +|- 7.6 1.9 +|- 0.5 32.9 +|- 4.2 17.9 +I-2.7 20.4 +|- 3.3 1.6 +I-0.7 0.4 +|- 0.4 1.9 +|- 7.6 14.5 +|- 0.8 4.7 +|- 4. 7 39.3 +|- 7.8 21.0 +I-7.7 18.2 +|- 77.2 0.0 +|- 0.0 All Sizes 10.2 +|- 2.9 0.4 +|- 0.5 7.0 +|- 7.6 2.2 +|- 0.9 57.6 +|- 3.9 12.4 +|- 2.0 7.6 +|- 2. 7 2.6 +|- 7.2 7.1 +|- 3.6 0.4 +|- 0.5 2.8 +|- 7.0 1.0 +I-0.7 75.0 +I-5.7 4.1 +|- 2. 7 6.9 +I-3.7 2.7 +|- 7.6 (Continued) 165 ------- Table 80 (Cont.) Percentage Breakdown of Expenses By Major Categories By Ownership Ownership Type All Systems Purchased water Confidence interval Security Confidence interval Depreciation Confidence interval Income Taxes Confidence interval Payments to General Fund Confidence interval Other Routine Operating Expenses Confidence interval Debt Service Expenses Confidence interval Capital Improvements Confidence interval Payments to Reserve funds Confidence interval System Service Population Category 100 or Less 4.5 +|- 5.5 0.2 +|- 0.4 2.2 +|- 1.8 0.0 +|- 0.0 0.8 +I-0.7 79.4 +|- 7.9 3.3 +I-3.7 6.8 +|- 4.2 2.8 +|- 2.4 101 - 500 7.3 +|- 4.6 0.1 +|- 0. 1 2.8 +|- 2. 1 0.3 +|- 0.5 0.0 +|- 0.0 72.7 +|- 7.0 5.4 +|- 2.6 7.5 +|- 4. 1 3.8 +|- 2.3 501 - 3,300 11.4 +|- 4. 1 0.1 +|- 0. 1 6.1 +|- 1.6 1.7 +|- 1.3 0.7 +|- 0.9 59.6 +|- 4.9 13.7 +|- 2.8 4.9 +|- 2.5 1.8 +\-1.1 3,301 - 10,001 - 10,000 50,000 12.8 +|- 5.6 3.6 +|- 4. 1 11.2 +|- 2.3 3.5 +|- 2.9 0.5 +|- 0.6 47.6 +|- 6.5 11.8 +|- 3.2 8.0 +|- 2.9 0.9 +|- 0.6 11.2 +|- 4.2 0.2 +|- 0. 1 10.6 +|- 1.7 3.3 +|- 1.4 0.1 +|- 0. 1 45.0 +|- 4.8 12.3 +|- 2.8 14.3 +I-3.7 3.1 +|- 1.6 50,001 - 100,000 17.0 +I-4.7 1.3 +|- 1.7 11.7 +|- 2. 1 3.7 +|- 1.3 0.3 +|- 0.3 35.3 +|- 3.8 13.7 +|- 3. 1 16.0 +|- 2.9 1.1 +I-0.7 100,001- 500,000 10.8 +|- 2. 1 0.9 +|- 0.8 11.3 +|- 1.0 3.6 +|- 0.9 0.6 +|- 0.6 37.5 +|- 2.6 14.8 +|- 12 18.3 +|- 19 2.1 +|- 0.6 Over 500,000 13.7 +|- 6.3 0.4 +|- 0. 1 10.8 +|- 15 1.8 +|- 0.5 0.2 +|- 0.2 33.1 +|- 4. 1 18.0 +|- 2.6 20.4 +|- 3.2 1.5 +I-0.7 All Sizes 8.8 +|- 2.4 0.4 +|- 0.3 5.0 +|- 10 1.2 +|- 0.5 0.4 +|- 0.3 65.6 +|- 3.5 8.5 +|- 15 7.3 +|- 18 2.6 +|- 10 Data: Q.26 Notes: Column totals may not equal 100 due to rounding. Excludes systems that did not report positive expenses. Debt service includes principal and interest. The general fund includes payments in lieu of taxes. 166 ------- Table 81 Ratio of Revenue to Expenses for Systems Reporting Positive Revenue and Expenses By Ownership Ownership Type Public Systems Average Ratio Confidence interval 10th Percentile 25th Percentile 50th Percentile 75th Percentile 90th Percentile Observations Private Systems Average Ratio Confidence interval 10th Percentile 25th Percentile 50th Percentile 75th Percentile 90th Percentile Observations All Systems Average Ratio Confidence interval 10th Percentile 25th Percentile 50th Percentile 75th Percentile 90th Percentile Observations System Service 100 or Less 1.4 +|- 0.4 0.7 1.0 1.5 1.6 2.1 22 1.6 +|- 0.8 0.4 0.8 1.1 1.6 2.3 41 1.5 +|- 0.6 0.4 0.9 1.2 1.6 2.1 63 Data: Q.21.Q.26C Notes: Refer to next table for additional detail on 101 - 500 1.5 +|- 0.3 0.7 1.0 1.3 1.8 3.0 69 1.5 +|- 0.3 0.9 1.0 1.2 1.4 2.6 55 1.5 +|- 0.2 0.8 1.0 1.2 1.6 2.8 124 501 - 3,300 1.4 +I-0.7 0.7 1.0 1.2 1.5 2.4 167 1.8 +|- 0.6 0.9 1.1 1.2 1.7 2.9 37 1.5 +|- 0.2 0.8 1.0 1.2 1.5 2.4 204 3,301 - 10,000 1.6 +I-0.7 0.6 0.9 1.1 1.5 2.0 78 1.2 +|- 0.2 0.8 0.9 1.2 1.3 1.6 13 1.5 +|- 0.6 0.6 0.9 1.1 1.4 1.9 91 Population Category 10,001 - 50,000 1.4 +|- 0.2 0.8 1.0 1.2 1.7 2.2 115 1.7 +|- 0.8 0.9 0.9 1.0 1.7 2.2 11 1.4 +|- 0.2 0.8 1.0 1.2 1.7 2.2 126 50,001 - 100,001- 100,000 1.5 +|- 0.2 0.8 1.0 1.2 1.6 2.3 80 1.4 +|- 0.3 1.2 1.2 1.2 1.5 2.1 6 1.5 +|- 0.2 0.8 1.0 1.2 1.6 2.2 86 500,000 1.4 +|- 0.2 0.8 1.0 1.1 1.4 2.1 153 1.3 +|- 0.2 1.0 1.0 1.2 1.3 2.1 13 1.4 +I-0.7 0.8 1.0 1.1 1.4 2.1 166 Over 500,000 1.3 +I-0.7 0.8 1.0 1.2 1.4 1.6 48 1.2 +I-0.7 1.1 1.1 1.2 1.3 1.3 2 1.3 +I-0.7 0.8 1.0 1.2 1.4 1.6 50 All Sizes 1.4 +I-0.7 0.7 1.0 1.2 1.6 2.5 732 1.6 +|- 0.3 0.8 1.0 1.2 1.6 2.4 178 1.5 +I-0.7 0.7 1.0 1.2 1.6 2.4 910 private systems. Revenues include water sales and other water-related fees. Expenses include operating expenses, depreciation, and interest. It excludes principal payments and payments to capital and reserve funds. Only systems that report positive revenue and expenses are included. This table includes the same systems as tables 62 and 79, but the average ratio is not the ratio of the average revenue from table 62 and expenses from table 79. The ratio is calculated for each system and this table reports the average of that ratio, as well as the 10th, 25th, 50th, 75th, and 90th percentiles. (The average of the ratios is not equal to the ratio of the averages.) 167 ------- Table 82 Ratio of Revenue to Expenses for Systems Reporting Positive Revenue for Small Privately Owned Systems, By Type Ownership Type Ancillary Systems Average Ratio Confidence interval 10th Percentile 25th Percentile 50th Percentile 75th Percentile 90th Percentile Observations Other Private Systems Average Ratio Confidence interval 10th Percentile 25th Percentile 50th Percentile 75th Percentile 90th Percentile Observations All Private Systems Average Ratio Confidence interval 10th Percentile 25th Percentile 50th Percentile 75th Percentile 90th Percentile Observations System Service 100 or Less 1.2 +|- 0.6 0.4 0.6 0.9 1.7 2.5 8 1.7 +\-1.1 0.4 1.0 1.2 1.6 2.3 33 1.6 +|- 0.8 0.4 0.8 1.1 1.6 2.3 41 Data: Q.21.Q.26C Notes: 101 - 500 1.7 +|- 0.5 1.0 1.1 1.4 2.6 3.0 9 1.4 +|- 0.3 0.8 1.0 1.2 1.3 2.4 46 1.5 +|- 0.3 0.9 1.0 1.2 1.4 2.6 55 Population 501 - 3,300 1.4 +|- 0.4 1.2 1.2 1.2 1.2 2.5 2 1.8 +|- 0.6 0.9 1.1 1.2 1.7 2.9 35 1.8 +|- 0.6 0.9 1.1 1.2 1.7 2.9 37 Category 3,301- 10,000 All Sizes N/A N/A N/A N/A N/A N/A N/A N/A 1.2 +|- 0.2 0.8 0.9 1.2 1.3 1.6 13 1.2 +|- 0.2 0.8 0.9 1.2 1.3 1.6 13 1.4 +|- 0.4 0.5 0.9 1.2 1.8 2.6 19 1.6 +|- 0.4 0.8 1.0 1.2 1.5 2.3 127 1.6 +|- 0.3 0.8 1.0 1.2 1.6 2.4 146 168 ------- Table 83 Average System Revenue and Expenses for Systems That Reported Positive Revenue and Expenses By Type of Revenue and Expense (Thousands of Dollars) Ownership Type Public Systems Revenue Water Sales Connection, Development Fees, and Other Water Related Revenue from the Government Total Revenue Expenses General Operations Depreciation Interest Income Taxes Total Expenses Net Income Sales Only Sales and Fees Sales, Fees, and Government Observations System Service Population Category 100 or Less 42,061 646 6,692 49,399 35,812 3,932 48 0 39,791 2,270 2,915 9,608 22 101 - 500 42,533 5,496 9,676 57,705 36,284 8,671 4,585 1,233 50,773 -8,240 -2,744 6,931 69 501 - 3,300 229,714 29,288 9,422 268,423 179,173 20,707 21 ,622 4,498 226,001 3,713 33,001 42,422 167 3,301 - 10,000 758,567 116,580 13,588 888,735 546,258 135,087 74,226 46,644 802,215 -43,648 72,932 86,519 78 10,001 - 50,000 2,537,418 554,302 54,508 3,146,229 1,861,957 374,269 198,061 128,462 2,562,749 -25,331 528,972 583,480 115 50,001 - 100,000 8,197,502 1 ,263,232 794,605 10,255,338 5,499,756 1 ,571 ,869 638,812 393,756 8,104,194 93,308 1 ,356,540 2,151,145 80 100,001- 500,000 21 ,890,502 5,783,524 277,081 27,951,108 16,118,521 4,332,834 2,681 ,573 1,500,383 24,633,310 -2,742,808 3,040,717 3,317,798 153 Over 500,000 118,344,392 23,565,712 2,836,918 144,747,024 82,908,912 23,655,039 24,792,533 2,943,939 134,300,416 -15,956,029 7,609,683 10,446,601 48 All Sizes 1 ,455,670 298,567 45,476 1,799,713 1 ,048,470 261,115 194,666 64,681 1 ,568,933 -113,263 185,304 230,780 732 (Continued) 169 ------- Table 83 (Cont.) Average System Revenue and Expenses for Systems That Reported Positive Revenue and Expenses By Type of Revenue and Expense Ownership Type Private Systems Revenue Water Sales Connection, Development Fees, and Other Revenue from the Government Total Revenue Expenses General Operations Depreciation Interest Income Taxes Total Expenses Net Income Sales Only Sales and Fees Sales, Fees, and Government Observations System Service Population Category 100 or Less 10,421 1,272 0 1 1 ,693 9,452 521 999 191 11,163 -742 530 530 41 101 - 500 31,416 1,218 0 32,633 24,784 943 580 98 26,404 5,011 6,229 6,229 55 501 - 3,300 349,383 17,591 3,494 370,469 161,902 15,343 12,892 3,614 193,751 155,632 173,223 176,717 37 3,301 - 10,000 998,870 63,164 18,746 1 ,080,780 623,466 235,61 1 83,915 35,443 978,435 20,435 83,600 102,345 13 10,001 - 50,000 2,397,964 587,218 23,416 3,008,598 1 ,233,603 51 1 ,678 305,736 44,893 2,095,910 302,054 889,272 912,688 11 50,001 - 100,000 11,281,324 460,209 0 11,741,533 7,083,655 935,865 319,861 689,946 9,029,327 2,251,997 2,712,206 2,712,206 6 100,001- 500,000 56,591 ,902 444,726 2,161 57,038,788 33,465,764 7,869,484 6,821 ,033 2,121,944 50,278,224 6,313,679 6,758,404 6,760,565 13 Over 500,000 90,180,297 804,264 0 90,984,560 44,154,836 14,350,468 17,225,662 3,688,922 79,419,888 10,760,408 1 1 ,564,672 1 1 ,564,672 2 All Sizes 431 ,366 18,261 1,851 451 ,478 245,817 56,468 42,541 13,562 358,387 72,978 91 ,240 93,091 178 Q.21,0.26 Excludes systems that did not report positive revenue or expenses. 170 ------- Table 84 Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category Primarily Ground Water Systems Managers Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.5 +|- 0.3 12 30.0 +|- 13.0 12 23.7 +|- 79.7 11 0.9 +|- 0.2 12 19.4 +|- 6.2 10 7.6 +|- 9.2 12 3.3 +|- 1.4 11 2.0 +|- 0.0 1 10.0 +|- 0.0 1 0.5 +|- 0.0 1 101 - 500 0.4 +|- 0.3 9 21.0 +|- 7.5 8 18.0 +|- 10.6 1 1.1 +|- 0.3 13 11.5 +I-7.7 6 3.0 +\-6.1 12 7.7 +I-3.7 12 1.0 +|- 0.0 2 28.1 +|- 6.5 2 5.8 +|- 8.5 2 Sub, 500 or less 0.5 +|- 0.2 21 26.0 +|- 7.6 20 21.2 +|- 72.0 18 1.0 +|- 0.2 25 16.5 +|- 5.0 16 5.4 +|- 5.6 24 5.5 +|- 2.0 23 1.0 +|- 0.0 3 27.9 +|- 6.5 3 5.7 +|- 8.4 3 501 - 3,300 0.6 +|- 0.2 29 20.3 +|- 3.6 28 25.4 +|- 8.9 23 1.0 +|- 0.0 20 21.3 +|- 3.9 18 25.2 +|- 75.7 17 9.5 +|- 3.5 20 1.0 +|- 0.4 4 18.6 +|- 6.8 4 16.9 +|- 77.2 4 3,301 - 10,000 1.4 +I-0.7 39 28.1 +|- 2.5 35 33.8 +I-9.7 28 1.0 +|- 0.0 1 34.5 +|- 0.0 1 35.0 +|- 0.0 1 20.0 +|- 0.0 1 1.0 +|- 0.0 3 31.0 +|- 76.8 2 30.0 +|- 78.3 2 10,001 - 50,000 2.0 +|- 0.5 54 29.9 +|- 2.2 53 31.0 +|- 4.2 49 2.0 +|- 0.0 1 119.2 +|- 0.0 1 25.0 +|- 0.0 1 10.0 +|- 0.0 1 1.9 +|- 0.3 2 36.5 +I-3.7 2 65.8 +|- 70.3 2 50,001 - 100,000 3.4 +I-0.7 37 34.9 +|- 3.4 37 31.2 +I-6.7 36 2.0 +|- 0.0 1 27.5 +|- 0.0 1 25.0 +|- 0.0 1 40.0 +|- 0.0 1 1.0 +|- 0.0 1 27.0 +|- 0.0 1 20.0 +|- 0.0 1 100,001- 500,000 6.8 +|- 7.8 41 38.4 +|- 2.3 38 41.4 +|- 3.5 37 2.0 +|- 0.0 1 45.8 +|- 0.0 1 0.0 +|- 0.0 1 42.0 +|- 0.0 1 * * * * * * * * * Over 500,000 33.9 +I-33.7 5 39.6 +|- 5.9 5 42.6 +I-3.8 5 * * * * * * * * * * * * * * * * * * * * * All Sizes 1.2 +|- 0.2 226 25.8 +|- 2.6 216 27.1 +I-4.7 196 1.0 +I-0.7 49 20.1 +|- 4.3 38 12.1 +|- 6.6 45 7.1 +|- 7.8 47 1.0 +I-0.7 13 25.1 +I-4.7 12 17.3 +|- 6.3 12 (Continued) 171 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category Primarily Ground Water Systems Treatment Plant Operators Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.4 +|- 0.3 16 19.4 +|- 7.6 10 16.7 +|- 73. 7 10 1.1 +|- 0.2 24 15.7 +I-4.7 12 4.8 +|- 5.5 20 5.5 +|- 2.3 23 0.8 +I-0.7 14 34.3 +|- 73.0 16 2.8 +|- 7.4 19 101 - 500 0.4 +|- 0.3 27 16.8 +|- 3.3 20 18.0 +|- 7.2 15 1.0 +I-0.7 32 14.1 +I-2.7 24 10.2 +|- 6.4 25 9.7 +|- 2.4 31 0.9 +I-0.7 27 39.6 +|- 72.6 25 2.9 +|- 7.4 27 Sub, 500 or less 0.4 +|- 0.2 43 17.6 +|- 3.3 30 17.5 +|- 6.8 25 1.1 +I-0.7 56 14.6 +|- 2.0 36 7.7 +|- 4.4 45 7.9 +|- 7.9 54 0.9 +I-0.7 41 37.6 +|- 9.2 41 2.9 +|- 7.0 46 501 - 3,300 0.8 +|- 0.2 43 15.4 +|- 7.9 39 22.1 +|- 6.9 34 1.2 +|- 0.2 38 15.0 +|- 2.5 37 18.6 +|- 70.0 33 10.0 +|- 2.5 38 1.0 +|- 0.3 12 35.7 +|- 74.9 11 12.4 +|- 8.4 12 3,301 - 10,000 2.4 +I-0.7 34 17.6 +|- 7.6 31 37.1 +|- 9.9 23 1.6 +|- 0.9 4 15.2 +|- 5.3 4 12.3 +|- 74.4 3 16.3 +|- 8.0 4 1.0 +|- 0.0 4 27.4 +|- 7.7 3 15.8 +|- 74. 7 4 10,001 - 50,000 3.7 +I-7.7 45 19.1 +|- 7.5 44 33.7 +|- 5.4 42 1.2 +|- 0.4 5 16.0 +|- 72.6 4 6.7 +|- 6.9 3 22.8 +|- 72.7 4 1.0 +|- 0.0 1 13.4 +|- 0.0 1 25.0 +|- 0.0 1 50,001 - 100,000 8.0 +I-2.7 36 19.1 +I-2.6 35 31.4 +|- 5.6 33 2.5 +I-2.7 2 15.3 +I-4.0 2 35.0 +|- 0.0 1 40.0 +|- 0.0 2 4.0 +|- 0.0 1 ซ * * 40.0 +|- 0.0 1 100,001- 500,000 20.3 +|- 7.9 44 23.3 +|- 7.2 42 44.9 +|- 3.9 40 1.0 +|- 0.0 2 15.9 +I-5.7 2 0.0 +|- 0.0 1 25.0 +|- 0.0 1 * * * * * * * * * Over 500,000 32.1 +I-23.6 4 21.9 +I-2.7 4 41.9 +|- 4.2 4 * * * * * * * * * * * * * * * * * * * * * All Sizes 1.4 +|- 0.2 249 17.1 +|- 7.5 225 24.4 +|- 3.9 201 1.1 +I-0.7 107 14.8 +|- 7.5 85 11.4 +|- 4.5 86 9.0 +|- 7.5 103 0.9 +I-0.7 59 36.9 +|- 7.9 56 4.8 +|- 7.8 64 (Continued) 172 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category Primarily Ground Water Systems Distribution System Operators Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.6 +|- 0.2 17 18.3 +|- 6.5 12 20.9 +|- 77.7 13 1.2 +|- 0.4 9 15.1 +|- 2.9 6 0.0 +|- 0.0 14 1.5 +|- 0.9 9 0.8 +|- 0.2 12 34.5 +|- 74.3 9 2.1 +|- 7.8 12 101 - 500 0.5 +|- 0.3 25 15.8 +|- 2.9 21 17.8 +|- 6.5 17 1.2 +|- 0.4 27 14.3 +|- 2.8 22 7.4 +|- 6.6 27 8.0 +|- 2.8 27 0.8 +|- 0.2 12 36.5 +I-20.7 12 5.1 +|- 4.0 12 Sub, 500 or less 0.5 +|- 0.2 42 16.6 +I-2.8 33 19.1 +I-8.7 30 1.2 +|- 0.3 36 14.5 +|- 2.3 28 4.8 +|- 4.5 41 6.2 +I-2.7 36 0.8 +I-0.7 24 35.6 +|- 73.2 21 3.5 +I-2.7 24 501 - 3,300 0.9 +|- 0.3 47 15.0 +|- 7.8 43 31.5 +|- 8.8 37 1.4 +|- 0.2 25 12.1 +|- 7.8 23 13.7 +|- 77.5 23 7.9 +|- 2.4 25 0.7 +|- 0.3 5 30.3 +I-29.7 4 6.3 +|- 3.9 4 3,301 - 10,000 3.4 +|- 0.9 43 16.7 +|- 7.4 40 33.6 +I-8.7 33 1.2 +|- 0.3 4 11.9 +I-4.7 4 22.0 +|- 5.8 3 25.6 +|- 5.8 4 2.0 +|- 0.0 21.0 +|- 7.6 2 30.0 +|- 76.3 2 10,001 - 50,000 5.7 +|- 7.0 52 18.2 +|- 7.5 52 34.9 +I-4.7 49 2.6 +|- 7.2 8 12.2 +|- 4.6 8 13.5 +|- 72.2 6 31.4 +|- 6.5 8 17.0 +|- 0.0 1 18.0 +|- 0.0 1 60.0 +|- 0.0 1 50,001 - 100,000 13.3 +|- 3.2 33 17.6 +I-2.8 33 33.9 +I-5.7 33 3.3 +|- 2.3 7 14.5 +|- 2.4 7 15.7 +|- 77.2 5 33.9 +|- 5.5 7 4.4 +|- 7.3 3 27.0 +|- 0.0 1 40.0 +|- 0.0 2 100,001- 500,000 25.8 +|- 4.3 37 20.6 +|- 7.3 36 44.4 +|- 4.0 34 2.7 +|- 7.5 3 15.8 +|- 5.2 3 24.1 +|- 22.9 3 22.0 +|- 5.2 3 1.0 +|- 0.0 1 48.9 +|- 0.0 1 17.0 +|- 0.0 1 Over 500,000 191.7 +I-38.7 3 22.7 +I-3.6 3 49.7 +I-3.7 3 2.0 +|- 0.0 1 13.0 +|- 0.0 1 0.0 +|- 0.0 1 40.0 +|- 0.0 1 10.0 +|- 0.0 1 16.0 +|- 0.0 1 8.0 +|- 0.0 1 All Sizes 2.1 +|- 0.3 257 16.3 +|- 7.2 240 27.8 +|- 4.4 219 1.3 +|- 0.2 84 13.5 +|- 7.5 74 7.9 +|- 4.5 82 8.3 +|- 7.7 84 1.0 +|- 0.3 37 34.4 +|- 77.6 31 5.2 +|- 2.4 35 (Continued) 173 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category Primarily Ground Water Systems Administrative Staff Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.4 +|- 0.4 1 16.0 +|- 3.3 7 12.5 +|- 12.0 5 1.0 +|- 0.0 8 13.3 +I-6.7 5 1.8 +I-3.7 12 5.4 +|- 3.9 8 1.0 +|- 0.0 1 10.0 +|- 0.0 1 0.1 +|- 0.0 1 101 - 500 0.4 +|- 0.2 15 16.6 +|- 10.9 12 18.4 +|- 8.8 12 1.0 +I-0.7 27 11.5 +I-2.7 19 6.0 +|- 5.5 24 7.6 +|- 2.5 27 1.0 +|- 0.0 4 14.2 +|- 10.0 4 7.2 +|- 6.6 4 Sub, 500 or less 0.4 +|- 0.2 22 16.4 +|- 7.2 19 16.8 +|- 7.4 17 1.0 +I-0.7 35 11.8 +I-2.7 24 4.6 +I-3.9 36 7.2 +\-2.1 35 1.0 +|- 0.0 5 13.3 +I-8.7 5 5.7 +|- 5.8 5 501 - 3,300 0.8 +|- 0.2 31 15.9 +|- 4.9 28 21.0 +I-8.7 23 1.1 +I-0.7 41 14.5 +|- 2.8 39 18.4 +|- 9.4 32 12.6 +I-3.7 40 1.0 +|- 0.0 5 27.8 +|- 23.6 5 8.0 +|- 6.0 5 3,301 - 10,000 1.9 +|- 0.5 35 14.7 +|- 1.5 32 35.7 +|- 9.3 27 1.2 +|- 0.4 5 10.3 +|- 2.3 4 7.0 +|- 9.5 4 20.3 +|- 9.4 5 1.0 +|- 0.0 1 20.0 +|- 0.0 1 40.0 +|- 0.0 1 10,001 - 50,000 2.9 +|- 0.8 48 21.6 +|- 4.6 48 32.3 +I-4.7 44 2.4 +|- 1.4 4 30.4 +\-27.1 4 16.1 +|- 75.6 3 14.4 +|- 4.3 4 2.0 +|- 0.0 1 12.0 +|- 0.0 1 60.0 +|- 0.0 1 50,001 - 100,000 5.3 +|- 1.9 35 18.3 +I-2.8 35 32.8 +|- 6.0 33 1.3 +|- 0.5 4 14.8 +|- 3.2 4 21.4 +I-75.7 3 30.6 +I-7.7 4 2.0 +|- 0.0 1 27.0 +|- 0.0 1 20.0 +|- 0.0 1 100,001- 500,000 13.2 +|- 5.5 41 21.8 +|- 1.8 38 44.3 +|- 3.8 37 2.0 +|- 0.6 8 12.6 +|- 1.7 8 10.7 +|- 72.0 7 23.4 +|- 4.0 1 1.0 +|- 0.0 3 35.2 +|- 74.8 2 17.4 +|- 73.7 3 Over 500,000 55.3 +|- 43.3 5 23.6 +I-3.7 5 42.6 +I-3.9 5 * * * * * * * * * * * * 6.0 +|- 0.0 1 16.0 +|- 0.0 1 8.0 +|- 0.0 1 All Sizes 1.5 +|- 0.2 217 16.9 +|- 2.8 205 25.1 +|- 3.8 186 1.1 +I-0.7 97 13.5 +|- 2.0 83 9.9 +|- 4.4 85 10.1 +|- 7.9 95 1.0 +I-0.7 17 19.0 +|- 77.7 16 9.6 +|- 5.8 17 (Continued) 174 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category Primarily Surface Water Systems Managers Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.3 +|- 0.4 4 27.3 +|- 8.3 3 27.7 +|- 2.4 3 1.0 +|- 0.0 4 57.9 +I-45.0 2 0.0 +|- 0.0 1 2.3 +I-17 4 1.0 +|- 0.0 1 8.3 +|- 0.0 1 8.0 +|- 0.0 1 101 - 500 0.6 +|- 0.3 10 24.4 +I-4.7 9 32.8 +|- 6.5 8 1.0 +I-0.7 6 18.2 +I-7.7 5 12.5 +|- 72.7 3 7.3 +|- 4.6 6 1.0 +|- 0.0 2 30.0 +I-27.8 2 7.5 +|- 5.3 2 Sub, 500 or less 0.6 +|- 0.3 14 24.8 +|- 4.3 12 32.1 +|- 5.6 11 1.0 +|- 0.0 10 26.0 +|- 8.6 7 10.0 +I-77.7 4 6.0 +|- 3.4 10 1.0 +|- 0.0 3 26.0 +|- 79. 7 3 7.6 +|- 4.3 3 501 - 3,300 0.6 +I-0.7 27 23.3 +I-2.7 26 30.0 +|- 6.8 22 1.0 +|- 0.0 9 20.7 +|- 4.4 6 24.7 +|- 74.6 6 10.7 +|- 4.9 9 * * * * * * * * * 3,301 - 10,000 1.2 +I-0.7 50 25.9 +I-3.7 45 32.1 +I-4.7 41 1.3 +|- 0.4 4 32.7 +I-70.7 4 36.3 +I-33.7 4 3.8 +|- 0.6 3 1.0 +|- 0.0 1 ซ * * 40.0 +|- 0.0 1 10,001 - 50,000 1.9 +|- 0.3 63 29.4 +|- 2.4 61 32.2 +|- 3.2 58 1.9 +|- 7.7 4 25.8 +I-6.7 4 33.5 +|- 73.7 4 17.4 +|- 3.9 3 * * * * * * * * * 50,001 - 100,000 4.4 +|- 7.8 46 32.5 +|- 7.8 44 35.7 +I-3.9 41 2.0 +|- 0.0 1 35.0 +|- 0.0 1 28.0 +|- 0.0 1 20.0 +|- 0.0 1 * * * * * * * * * 100,001- 500,000 10.2 +|- 2.9 112 36.3 +I-7.7 112 41.4 +|- 3.0 109 1.3 +|- 0.4 3 63.6 +|- 26.0 3 24.5 +I-29.7 2 24.0 +|- 4.0 3 1.3 +|- 0.3 7 35.3 +I-33.7 2 36.5 +|- 5.2 5 Over 500,000 30.9 +I-77.6 32 38.6 +I-2.0 32 37.5 +I-3.0 31 * * * ซ * * ซ * * ซ * * * * * * * * * * * All Sizes 3.1 +|- 0.5 344 28.4 +|- 7.3 332 33.3 +|- 2.2 313 1.2 +|- 0.3 31 27.7 +|- 3.5 25 28.7 +|- 77.0 21 9.1 +|- 2.8 29 1.1 +I-0.7 11 27.6 +|- 77.0 5 24.6 +|- 70.4 9 (Continued) 175 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category Primarily Surface Water Systems Treatment Plant Operators Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.9 +|- 0.6 9 24.9 +I-3.7 8 32.9 +|- 717 8 1.0 +I-0.7 23 11.4 +|- 5.8 15 5.0 +|- 8.6 12 9.3 +|- 1.9 22 0.9 +I-0.7 19 68.6 +I-49.7 19 3.6 +\-2.1 19 101 - 500 0.7 +|- 0.4 27 13.2 +I-3.7 24 28.3 +I-9.7 21 1.2 +|- 0.2 27 15.0 +|- 3.8 25 10.2 +|- 9.5 24 8.4 +|- 2.6 26 1.1 +I-0.7 26 23.2 +|- 5.6 24 10.0 +|- 2.4 26 Sub, 500 or less 0.7 +|- 0.3 36 14.4 +|- 4.2 32 29.1 +|- 8.3 29 1.1 +I-0.7 50 13.2 +I-4.5 40 7.6 +|- 7.4 36 8.9 +|- 1.6 48 1.0 +I-0.7 45 39.0 +|- 78.9 43 8.4 +|- 2.2 45 501 - 3,300 1.4 +|- 0.3 57 16.3 +|- 1.2 56 29.7 +|- 5.9 50 1.7 +|- 0.5 15 19.0 +|- 4.4 15 20.8 +|- 73.9 16 11.9 +|- 3.3 16 1.0 +|- 0.0 6 27.0 +|- 70.0 6 15.1 +|- 77.7 7 3,301 - 10,000 2.7 +|- 0.4 58 17.7 +|- 7.4 55 35.7 +I-4.9 49 1.6 +|- 0.4 7 13.3 +I-3.5 7 20.6 +I-75.7 6 14.0 +I-4.7 7 1.0 +|- 0.0 1 27.0 +|- 0.0 1 9.0 +|- 0.0 1 10,001 - 50,000 5.6 +|- 0.8 72 19.0 +I-7.7 70 34.4 +|- 3.6 65 1.4 +|- 0.4 8 15.2 +I-3.7 7 14.5 +|- 73.8 7 22.4 +|- 7.8 8 1.0 +|- 0.0 1 42.5 +|- 0.0 1 40.0 +|- 0.0 1 50,001 - 100,000 15.6 +I-9.7 47 19.1 +I-7.7 45 36.4 +I-3.8 42 1.0 +|- 0.0 2 16.0 +|- 8.6 2 28.0 +|- 0.0 1 16.0 +I-5.7 2 5.5 +|- 7.9 2 19.8 +|- 9.2 2 40.0 +|- 0.0 2 100,001- 500,000 22.8 +|- 4.3 107 22.5 +|- 0.8 108 42.2 +|- 3.0 106 1.8 +I-0.7 9 12.7 +|- 7.8 8 3.7 +|- 4.3 7 21.8 +|- 3.3 8 6.1 +I-2.7 9 28.1 +|- 70.4 8 38.6 +|- 3.8 9 Over 500,000 93.8 +I-27.8 32 23.7 +|- 7.5 32 42.1 +I-3.8 32 2.0 +|- 0.0 1 13.7 +|- 0.0 1 0.0 +|- 0.0 1 20.0 +|- 0.0 1 * * * * * * * * * All Sizes 6.6 +|- 7.0 409 17.9 +|- 0.9 398 34.0 +|- 2.4 373 1.4 +|- 0.2 92 14.8 +|- 2.9 80 13.2 +I-6.7 74 12.2 +|- 7.8 90 1.3 +|- 0.2 64 35.5 +|- 73.2 61 11.8 +|- 2.8 65 (Continued) 176 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category Primarily Surface Water Systems Distribution System Operators Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.2 +|- 0.3 2 20.6 +|- 10.8 2 28.5 +|- 2.6 2 1.1 +|- 0.3 7 19.5 +|- 6.0 4 8.1 +|- 74.8 3 6.2 +|- 6.5 7 0.5 +|- 0.0 3 19.3 +|- 0.0 3 1.8 +|- 0.0 3 101 - 500 0.6 +|- 0.3 18 15.1 +|- 1.8 15 23.7 +I-7.7 16 1.1 +|- 0.4 11 11.8 +|- 3.3 10 5.0 +|- 6.4 9 6.3 +|- 3.9 11 1.2 +|- 0.4 6 18.1 +|- 9.9 6 5.2 +|- 3.4 6 Sub, 500 or less 0.5 +|- 0.3 20 15.4 +|- 1.9 17 24.0 +I-6.7 18 1.1 +|- 0.3 18 13.1 +|- 3.3 14 5.4 +|- 5.8 12 6.3 +|- 3.4 18 1.1 +|- 0.3 9 18.4 +|- 7.8 9 4.5 +|- 2.9 9 501 - 3,300 1.2 +|- 0.2 40 15.7 +I-17 39 29.2 +|- 5.4 36 1.8 +|- 0.6 13 16.2 +I-3.7 14 20.1 +|- 718 13 11.9 +|- 3.8 14 1.0 +|- 0.0 2 28.3 +I-37.7 2 3.4 +|- 7.0 2 3,301 - 10,000 3.6 +|- 0.6 52 16.2 +|- 7.5 48 37.4 +|- 5.3 45 1.5 +|- 0.5 4 13.3 +|- 5.0 4 16.7 +I-37.6 3 21.8 +|- 72.6 4 * * * * * * * * * 10,001 - 50,000 7.9 +|- 7.4 65 16.9 +I-7.7 63 34.2 +|- 3.6 59 1.8 +|- 7.5 5 14.8 +I-5.7 5 8.8 +|- 75.7 4 20.0 +|- 0.0 5 * * * * * * * * * 50,001 - 100,000 16.0 +I-3.0 39 17.3 +|- 0.9 39 35.7 +I-4.7 38 3.0 +I-0.7 4 10.1 +|- 0.2 4 1.8 +I-3.7 4 30.5 +|- 7.2 4 * * * * * * * * * 100,001- 500,000 39.0 +|- 9.4 96 20.6 +I-0.7 98 41.4 +|- 3.3 96 3.5 +|- 7.3 9 10.8 +|- 7.3 9 6.4 +I-4.7 9 26.7 +I-5.7 9 4.7 +|- 2.5 3 11.3 +|- 2.6 3 40.0 +|- 0.0 3 Over 500,000 169.8 +I-44.7 31 22.1 +|- 7.3 31 39.4 +I-3.9 30 10.0 +|- 0.0 1 6.6 +|- 0.0 1 15.0 +|- 0.0 1 14.0 +|- 0.0 1 * * * * * * * * * All Sizes 10.9 +|- 7.7 343 16.8 +|- 0.6 335 34.1 +|- 2.3 322 1.8 +|- 0.3 54 14.4 +|- 2.0 51 13.4 +|- 6.8 46 14.4 +|- 2.4 55 1.3 +|- 0.3 14 21.1 +|- 72.7 14 6.6 +|- 2.3 14 (Continued) 177 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category Primarily Surface Water Systems Administrative Staff Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.2 +|- 0.4 3 33.7 +|- 73. 7 2 35.0 +I-20.5 3 1.0 +|- 0.0 6 12.6 +I-4.5 4 9.3 +|- 70.5 4 6.3 +|- 3.4 6 1.0 +|- 0.0 2 34.5 +I-27.6 2 1.5 +|- 7.0 2 101 - 500 0.8 +|- 0.5 11 15.5 +|- 2.2 11 32.6 +|- 74.0 10 0.9 +I-0.7 14 13.9 +|- 5.2 12 1.9 +|- 3.9 13 12.1 +|- 4.5 12 1.0 +|- 0.0 4 19.6 +|- 4.4 4 14.6 +|- 76.7 4 Sub, 500 or less 0.7 +|- 0.4 14 17.8 +|- 5.0 13 33.0 +|- 72.2 13 1.0 +I-0.7 20 13.8 +I-4.6 16 2.8 +I-3.7 17 11.0 +|- 3.8 18 1.0 +|- 0.0 6 22.3 +|- 5.3 6 12.3 +|- 73.3 6 501 - 3,300 1.0 +|- 0.3 19 16.3 +|- 7.9 20 34.5 +|- 7.8 19 1.3 +|- 0.3 25 14.0 +I-2.7 23 17.4 +|- 6.2 22 14.7 +|- 4. 7 26 * * * * * * * * * 3,301 - 10,000 2.1 +|- 0.4 41 16.0 +|- 7.8 37 34.7 +I-5.7 33 1.4 +|- 0.3 8 14.7 +|- 3.2 8 35.6 +I-26.7 7 13.9 +I-4.7 8 * * * * * * * * * 10,001 - 50,000 3.0 +|- 0.6 60 19.0 +|- 2.3 56 33.7 +I-3.7 53 1.3 +|- 0.5 7 22.5 +|- 9.2 6 21.2 +|- 74.3 6 19.1 +I-2.7 7 1.0 +|- 0.0 1 20.0 +|- 0.0 1 8.0 +|- 0.0 1 50,001 - 100,000 7.0 +I-2.9 42 18.4 +|- 7.8 40 36.4 +I-3.7 36 1.2 +|- 0.3 5 15.4 +I-4.5 5 19.5 +|- 9.3 4 16.2 +|- 7.3 5 1.0 +|- 0.0 1 ซ * * 13.2 +|- 0.0 1 100,001- 500,000 17.7 +I-4.7 110 22.5 +|- 7.0 110 41.0 +I-3.7 108 2.2 +I-7.7 12 15.4 +|- 2.6 12 12.6 +|- 70.6 10 23.3 +I-5.7 11 3.3 +|- 7.5 4 22.9 +|- 72.0 3 18.2 +I-5.7 3 Over 500,000 101.4 +|- 45.2 31 21.6 +|- 7.5 31 39.4 +I-3.8 30 4.0 +|- 7.4 4 23.1 +|- 7.3 5 31.2 +I-77.6 5 23.3 +|- 7.9 3 * * * * * * * * * All Sizes 6.9 +|- 7.3 317 18.3 +|- 7.0 307 35.4 +|- 2.3 292 1.3 +|- 0.2 81 15.2 +|- 7.9 75 17.7 +|- 5.2 71 15.0 +|- 2.3 78 1.3 +|- 0.2 12 21.9 +|- 3.9 10 12.1 +|- 8.6 11 (Continued) 178 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category Primarily Purchased Water Systems Managers Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.3 +|- 0.0 1 ซ * * ซ * * 1.0 +|- 0.0 1 20.0 +|- 0.0 1 0.0 +|- 0.0 1 2.0 +|- 0.0 1 * * * * * * * * * 101 - 500 0.1 +I-0.7 3 20.1 +|- 4.6 3 29.1 +|- 4.2 3 1.0 +|- 0.0 1 40.0 +|- 0.0 1 10.0 +|- 0.0 1 7.5 +|- 0.0 1 * * * * * * * * * Sub, 500 or less 0.1 +I-0.7 4 20.1 +|- 4.6 3 29.1 +|- 4.2 3 1.0 +|- 0.0 2 29.6 +|- 14.2 2 4.8 +I-7.7 2 4.6 +I-3.9 2 * * * * * * * * * 501 - 3,300 0.7 +|- 0.3 12 22.8 +|- 5.6 12 35.6 +|- 77.0 10 1.0 +|- 0.0 3 14.3 +|- 5.9 3 0.0 +|- 0.0 1 14.0 +|- 70.9 3 1.0 +|- 0.0 1 15.0 +|- 0.0 1 13.0 +|- 0.0 1 3,301 - 10,000 1.1 +|- 0.2 22 27.5 +|- 4.8 22 21.2 +|- 6.3 20 1.0 +|- 0.0 1 20.0 +|- 0.0 1 ซ * * 10.0 +|- 0.0 1 1.0 +|- 0.0 1 21.2 +|- 0.0 1 40.0 +|- 0.0 1 10,001 - 50,000 1.4 +|- 0.3 22 33.9 +|- 3.2 20 32.4 +|- 7.0 20 1.0 +|- 0.0 3 31.4 +|- 8.9 3 39.6 +|- 20.3 3 31.5 +|- 33.4 3 2.0 +|- 0.0 1 28.0 +|- 0.0 1 40.0 +|- 0.0 1 50,001 - 100,000 3.1 +|- 0.5 24 42.4 +|- 3.8 24 43.3 +|- 7.4 24 2.0 +|- 0.0 1 40.0 +|- 0.0 1 30.0 +|- 0.0 1 5.0 +|- 0.0 1 1.0 +|- 0.0 1 50.0 +|- 0.0 1 5.0 +|- 0.0 1 100,001- 500,000 7.5 +I-2.7 41 43.3 +|- 3.0 40 41.7 +|- 3.6 39 1.0 +|- 0.0 1 25.0 +|- 0.0 1 0.0 +|- 0.0 1 20.0 +|- 0.0 1 1.0 +|- 0.0 2 53.0 +|- 73.7 2 27.5 +|- 79.3 2 Over 500,000 15.8 +|- 77.2 12 45.5 +|- 5.6 12 52.1 +|- 20.3 12 * * * * * * * * * * * * 1.0 +|- 0.0 1 43.0 +|- 0.0 1 40.0 +|- 0.0 1 All Sizes 1.4 +|- 0.3 137 28.1 +|- 2.8 133 30.7 +|- 5.6 128 1.0 +|- 0.0 11 23.0 +|- 7.8 11 10.1 +|- 8.4 8 11.7 +|- 6.8 11 1.1 +|- 0.2 7 20.6 +|- 6.9 7 24.3 +|- 76.8 7 (Continued) 179 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category Primarily Purchased Water Systems Treatment Plant Operators Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less * * * ซ * * ซ * * 1.0 +|- 0.0 4 13.9 +I-0.7 4 17.0 +|- 24.5 4 1.3 +|- 0.5 4 * * * * * * * * * 101 - 500 0.2 +I-0.7 3 16.8 +|- 0.3 2 33.0 +|- 0.0 1 1.0 +|- 0.0 2 28.8 +|- 3.0 2 0.0 +|- 0.0 2 5.3 +|- 3.2 2 0.5 +|- 0.0 1 62.5 +|- 0.0 1 3.0 +|- 0.0 1 Sub, 500 or less 0.2 +I-0.7 3 16.8 +|- 0.3 2 33.0 +|- 0.0 1 1.0 +|- 0.0 6 18.8 +|- 7.9 6 11.5 +|- 78.7 6 2.6 +|- 7.9 6 0.5 +|- 0.0 1 62.5 +|- 0.0 1 3.0 +|- 0.0 1 501 - 3,300 1.5 +|- 0.9 7 25.2 +|- 73.7 6 24.5 +|- 6.8 5 1.5 +|- 0.5 12 17.4 +|- 4.8 12 19.8 +|- 74.3 10 7.2 +|- 3.6 12 1.0 +|- 0.0 3 39.3 +I-26.7 3 0.9 +|- 0.2 3 3,301 - 10,000 1.5 +I-0.7 8 24.0 +|- 4.4 8 25.0 +|- 6.3 8 1.8 +|- 0.4 3 16.9 +|- 9.8 3 0.0 +|- 0.0 2 12.4 +|- 4.8 3 * * * * * * * * * 10,001 - 50,000 3.8 +|- 0.8 5 19.9 +I-3.7 4 11.1 +|- 2.2 4 1.5 +I-0.7 2 10.8 +|- 3.9 2 0.0 +|- 0.0 2 16.0 +|- 0.0 1 4.5 +|- 5.8 2 27.0 +|- 0.0 1 40.0 +|- 0.0 1 50,001 - 100,000 6.2 +I-2.7 10 27.1 +|- 2.6 10 42.8 +|- 8.2 10 1.0 +|- 0.0 1 16.9 +|- 0.0 1 0.0 +|- 0.0 1 32.0 +|- 0.0 1 * * * * * * * * * 100,001- 500,000 15.1 +|- 2.8 25 26.8 +|- 2.3 25 39.2 +|- 4.5 24 3.0 +|- 0.0 1 19.2 +|- 0.0 1 10.0 +|- 0.0 1 15.0 +|- 0.0 1 21.0 +|- 0.0 1 43.0 +|- 0.0 1 40.0 +|- 0.0 1 Over 500,000 59.5 +I-35.6 7 28.9 +|- 4.4 7 42.6 +|- 2.4 7 * * * * * * * * * * * * 11.0 +|- 72.2 2 45.1 +|- 2.6 2 36.4 +|- 4.5 2 All Sizes 3.1 +|- 7.2 65 23.5 +|- 5.9 62 26.8 +|- 4.0 59 1.4 +|- 0.4 25 17.6 +|- 3.3 25 16.3 +|- 72.5 22 6.5 +|- 3.3 24 1.2 +|- 0.5 9 45.1 +I-27.7 8 2.9 +|- 2.5 8 (Continued) 180 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category Primarily Purchased Water Systems Distribution System Operators Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less * * * ซ * * ซ * * 1.3 +|- 0.6 3 12.1 +|- 1.0 3 0.0 +|- 0.0 3 4.5 +|- 4.2 3 * * * * * * * * * 101 - 500 0.7 +I-17 5 14.7 +|- 1.4 4 27.3 +|- 715 3 1.1 +|- 0.2 11 16.8 +|- 5.8 11 2.8 +|- 5.2 8 4.6 +|- 4.2 11 0.5 +|- 0.0 1 62.5 +|- 0.0 1 3.0 +|- 0.0 1 Sub, 500 or less 0.7 +I-7.7 5 14.7 +|- 1.4 4 27.3 +|- 77.5 3 1.2 +|- 0.2 14 15.6 +|- 4.5 14 1.9 +I-3.7 11 4.6 +|- 3.3 14 0.5 +|- 0.0 1 62.5 +|- 0.0 1 3.0 +|- 0.0 1 501 - 3,300 1.3 +|- 0.5 19 16.7 +I-2.7 18 34.7 +|- 70.6 17 1.3 +|- 0.4 16 18.7 +|- 3.6 16 17.6 +|- 72.0 10 10.4 +I-3.7 16 1.7 +I-0.7 5 18.1 +I-8.7 5 16.6 +|- 77.7 5 3,301 - 10,000 2.6 +|- 0.8 25 18.3 +I-2.7 25 19.9 +I-5.7 24 1.4 +|- 0.6 3 10.5 +|- 2.6 2 0.0 +|- 0.0 1 19.7 +|- 72.5 3 2.0 +|- 7.6 2 59.5 +|- 67.3 2 30.0 +|- 76.3 2 10,001 - 50,000 8.1 +|- 2.3 22 21.4 +|- 7.9 20 34.9 +I-7.7 20 2.9 +|- 2.2 6 12.9 +|- 3.9 6 13.7 +I-20.7 5 23.4 +|- 74.3 5 12.0 +|- 0.0 1 26.0 +|- 0.0 1 40.0 +|- 0.0 1 50,001 - 100,000 17.4 +I-2.6 24 24.0 +|- 7.7 24 46.9 +I-7.7 23 2.3 +|- 7.3 3 16.6 +|- 8.0 3 13.3 +|- 20.5 3 26.7 +|- 73.5 3 2.0 +|- 0.0 1 25.0 +|- 0.0 1 12.0 +|- 0.0 1 100,001- 500,000 31.0 +|- 5.4 38 23.2 +|- 7.6 37 44.1 +|- 3.8 36 2.8 +|- 0.6 4 13.4 +|- 2.3 4 27.0 +|- 29.5 3 41.4 +|- 77.7 4 1.0 +|- 0.0 2 35.0 +|- 24.4 2 29.1 +|- 8.9 2 Over 500,000 51.9 +I-23.3 9 25.3 +|- 4.5 9 60.3 +I-27.0 9 4.0 +|- 0.0 1 11.2 +|- 0.0 1 0.0 +|- 0.0 1 29.0 +|- 0.0 1 * * * * * * * * * All Sizes 4.2 +|- 0.9 142 18.1 +|- 7.2 137 30.4 +|- 4.8 132 1.3 +|- 0.2 47 16.6 +I-2.7 46 8.4 +|- 6.0 34 9.0 +|- 2.6 46 1.7 +|- 0.8 12 32.2 +|- 79.6 12 16.6 +|- 9.0 12 (Continued) 181 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category Primarily Purchased Water Systems Administrative Staff Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less * * * * * * * * * 1.0 +|- 0.0 1 11.0 +|- 0.0 1 0.0 +|- 0.0 2 2.0 +|- 0.0 1 * * * ซ * * ซ * * 101 - 500 1.0 +|- 0.0 1 15.0 +|- 0.0 1 33.0 +|- 0.0 1 1.1 +|- 0.2 11 15.5 +\-6.1 10 3.9 +|- 7.0 7 6.7 +\-4.1 11 1.0 +|- 0.0 1 50.0 +|- 0.0 1 1.5 +|- 0.0 1 Sub, 500 or less 1.0 +|- 0.0 1 15.0 +|- 0.0 1 33.0 +|- 0.0 1 1.1 +|- 0.2 12 14.9 +|- 5.4 11 2.7 +I-5.7 9 6.2 +I-3.7 12 1.0 +|- 0.0 1 50.0 +|- 0.0 1 1.5 +|- 0.0 1 501 - 3,300 0.7 +|- 0.4 13 16.3 +|- 2.2 12 29.1 +|- 8.6 13 1.3 +|- 0.3 16 12.0 +|- 2.3 15 7.8 +|- 10.8 11 12.1 +|- 4. 1 16 1.0 +|- 0.0 1 35.0 +|- 0.0 1 10.0 +|- 0.0 1 3,301 - 10,000 1.6 +|- 0.3 19 15.5 +|- 1.9 19 20.5 +|- 4.4 18 1.0 +|- 0.0 3 18.9 +\-9.1 3 40.0 +|- 0.0 1 6.9 +|- 4.8 3 2.0 +|- 0.0 1 16.6 +|- 0.0 1 35.0 +|- 0.0 1 10,001 - 50,000 2.5 +|- 0.6 20 21.3 +|- 3.4 19 36.4 +|- 7.8 19 1.4 +|- 0.4 6 18.0 +|- 4.5 6 20.6 +|- 77.9 6 20.6 +|- 70.5 6 4.0 +|- 0.0 1 25.0 +|- 0.0 1 35.0 +|- 0.0 1 50,001 - 100,000 5.4 +|- 7.6 24 23.8 +|- 2.6 24 45.4 +|- 6.2 24 1.5 +I-0.7 2 9.7 +|- 7.6 2 0.0 +|- 0.0 1 22.0 +I-2.7 2 1.0 +|- 0.0 1 35.0 +|- 0.0 1 5.0 +|- 0.0 1 100,001- 500,000 15.8 +|- 4.8 37 24.7 +|- 2.6 36 43.2 +|- 3.8 36 4.9 +I-2.7 9 20.4 +|- 6.0 9 31.3 +|- 72.5 9 27.1 +|- 9.8 9 3.5 +I-7.7 6 38.1 +|- 76.7 6 29.8 +I-6.7 6 Over 500,000 93.8 +|- 83.4 11 22.8 +|- 7.7 11 54.6 +I-20.7 11 63.6 +|- 76.2 3 19.5 +I-4.8 3 15.0 +|- 77.5 2 26.2 +|- 2.6 3 57.7 +I-63.7 3 35.7 +|- 7.7 3 40.0 +|- 0.0 3 All Sizes 3.1 +|- 7.0 125 18.1 +|- 7.5 122 30.3 +|- 4.2 122 1.4 +|- 0.2 51 14.0 +|- 2.6 49 7.0 +|- 5.8 39 10.1 +|- 2.8 51 2.3 +|- 7.8 14 38.4 +|- 73.7 14 12.6 +|- 72.9 14 (Continued) 182 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category All Systems Managers Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.5 +|- 0.3 17 30.0 +|- 12.9 15 23.8 +|- 19.5 14 0.9 +|- 0.2 17 19.7 +|- 5.6 13 7.0 +|- 8.6 14 3.1 +|- 1.3 16 1.5 +|- 1.0 2 9.2 +|- 1.8 2 4.2 +|- 8.0 2 101 - 500 0.4 +|- 0.2 22 21.0 +|- 5.8 20 21.2 +|- 7.9 18 1.1 +|- 0.3 20 15.7 +|- 10.2 12 3.6 +I-5.7 16 7.7 +|- 3.3 19 1.0 +|- 0.0 4 28.2 +|- 6.3 4 5.9 +|- 8.0 4 Sub, 500 or less 0.5 +|- 0.2 39 25.4 +|- 6.5 35 22.4 +|- 70.3 32 1.0 +|- 0.2 37 18.1 +|- 5.3 25 5.4 +|- 5.2 30 5.5 +|- 1.8 35 1.0 +|- 0.0 6 27.8 +|- 6.2 6 5.9 +|- 7.8 6 501 - 3,300 0.6 +I-0.7 68 21.3 +|- 2.6 66 28.3 +|- 7.3 55 1.0 +|- 0.0 32 20.4 +|- 3.5 27 23.9 +|- 74.4 24 10.1 +|- 3.3 32 1.0 +|- 0.3 5 17.8 +I-5.7 5 16.0 +|- 8.9 5 3,301 - 10,000 1.3 +|- 0.4 111 27.5 +I-2.0 102 29.6 +|- 5.2 89 1.1 +|- 0.2 6 27.2 +|- 7.2 6 36.1 +I-28.9 5 8.0 +|- 3.9 5 1.0 +|- 0.0 5 27.7 +|- 73.2 3 33.9 +|- 73.0 4 10,001 - 50,000 1.8 +|- 0.3 139 30.7 +|- 7.5 134 31.6 +|- 2.8 127 1.5 +|- 0.5 8 56.1 +|- 37.9 8 33.5 +|- 70.7 8 21.5 +|- 77.7 7 1.9 +|- 0.2 3 34.4 +I-4.7 3 59.5 +|- 77.7 3 50,001 - 100,000 3.7 +I-0.7 107 35.8 +|- 7.9 105 35.7 +I-3.7 101 2.0 +|- 0.0 3 34.1 +|- 6.8 3 27.7 +I-2.7 3 21.7 +|- 78.9 3 1.0 +|- 0.0 2 43.3 +|- 77.9 2 12.5 +|- 72.4 2 100,001- 500,000 8.9 +|- 7.9 194 38.2 +I-7.7 190 41.4 +I-2.7 185 1.4 +|- 0.3 5 52.2 +|- 78.8 5 12.0 +|- 77.4 4 27.1 +|- 5.3 5 1.2 +|- 0.2 9 44.5 +|- 77.7 4 33.8 +|- 6.9 7 Over 500,000 27.4 +|- 9.0 49 40.5 +|- 7.9 49 42.1 +|- 6.6 48 * * * * * * * * * * * * 1.0 +|- 0.0 1 43.0 +|- 0.0 1 40.0 +|- 0.0 1 All Sizes 1.6 +|- 0.2 707 26.7 +|- 7.7 681 29.0 +I-3.7 637 1.0 +I-0.7 91 20.9 +I-3.7 74 12.7 +|- 5.9 74 7.8 +|- 7.6 87 1.0 +I-0.7 31 24.3 +I-4.7 24 18.9 +I-5.7 28 (Continued) 183 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category All Systems Treatment Plant Operators Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.4 +|- 0.3 25 19.6 +|- 7.4 18 17.2 +|- 12.8 18 1.1 +|- 0.2 51 15.0 +I-3.7 31 5.9 +|- 5.5 36 5.4 +|- 2.0 49 0.8 +I-0.7 33 36.1 +|- 72.7 35 2.8 +|- 1.3 38 101 - 500 0.4 +|- 0.2 57 16.4 +|- 2.9 46 19.0 +|- 6.5 37 1.0 +I-0.7 61 14.7 +|- 2.3 51 9.8 +|- 6.0 51 9.5 +|- 2.3 59 0.9 +I-0.7 54 39.5 +|- 77.6 50 3.5 +|- 1.4 54 Sub, 500 or less 0.4 +|- 0.2 82 17.3 +I-2.9 64 18.3 +|- 6.4 55 1.1 +I-0.7 112 14.8 +|- 7.9 82 8.0 +|- 4.2 87 7.6 +|- 7.7 108 0.9 +I-0.7 87 38.2 +I-8.7 85 3.3 +|- 7.0 92 501 - 3,300 1.0 +|- 0.2 107 16.3 +|- 7.9 101 23.8 +|- 5.3 89 1.3 +|- 0.2 65 15.7 +I-2.7 64 19.0 +|- 7.9 59 9.5 +I-2.7 66 1.0 +|- 0.2 21 36.0 +|- 72.2 20 9.9 +|- 6.9 22 3,301 - 10,000 2.4 +|- 0.4 100 18.1 +|- 7.2 94 35.4 +|- 5.8 80 1.6 +|- 0.5 14 15.2 +|- 3.6 14 13.5 +|- 70.2 11 14.7 +I-4.7 14 1.0 +|- 0.0 5 27.3 +I-7.7 4 15.4 +|- 73.7 5 10,001 - 50,000 4.4 +I-0.7 122 19.1 +|- 7.0 118 33.4 +|- 3.5 111 1.3 +|- 0.3 15 15.2 +|- 7.2 13 8.9 +I-6.7 12 22.3 +|- 7.7 13 2.2 +|- 2.6 4 22.5 +|- 72.0 3 31.4 +|- 7.2 3 50,001 - 100,000 11.2 +|- 4.3 93 19.9 +|- 7.5 90 34.9 +I-3.5 85 1.6 +|- 7.2 5 15.8 +I-3.7 5 21.6 +|- 76.6 3 29.4 +I-6.7 5 5.0 +I-5.7 3 19.8 +|- 9.2 2 40.0 +|- 0.0 3 100,001- 500,000 21.1 +|- 3.3 176 23.3 +|- 0.6 175 42.4 +|- 2.2 170 1.8 +|- 0.6 12 13.5 +I-2.7 11 3.8 +|- 3.8 9 21.5 +|- 2.9 10 7.7 +|- 2.8 10 29.9 +|- 9.4 9 38.8 +|- 3.4 10 Over 500,000 80.3 +|- 78.9 43 24.2 +|- 7.4 43 42.1 +I-2.8 43 2.0 +|- 0.0 1 13.7 +|- 0.0 1 0.0 +|- 0.0 1 20.0 +|- 0.0 1 11.0 +|- 72.2 2 45.1 +|- 2.6 2 36.4 +|- 4.5 2 All Sizes 2.6 +|- 0.3 723 17.7 +I-7.7 685 26.9 +|- 2.9 633 1.2 +I-0.7 224 15.2 +|- 7.3 190 12.1 +|- 4.0 182 8.9 +|- 7.3 217 1.0 +I-0.7 132 37.4 +|- 7.0 125 5.2 +|- 7.6 137 (Continued) 184 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category All Systems Distribution System Operators Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.6 +|- 0.2 19 18.3 +|- 6.4 14 21.0 +|- 77.6 15 1.2 +|- 0.3 19 14.1 +|- 2.3 13 0.0 +I-0.7 20 2.3 +|- 1.4 19 0.8 +|- 0.2 15 34.4 +|- 14.2 12 2.1 +|- 1.8 15 101 - 500 0.5 +|- 0.3 48 15.6 +|- 2.3 40 19.5 +I-5.7 36 1.2 +|- 0.3 49 15.0 +|- 2.6 43 6.4 +|- 5.2 44 7.1 +|- 2.6 49 0.8 +I-0.7 19 38.0 +|- 19.0 19 5.0 +|- 3.6 19 Sub, 500 or less 0.5 +|- 0.2 67 16.4 +|- 2.4 54 20.0 +|- 7.2 51 1.2 +|- 0.3 68 14.8 +\-2.1 56 4.2 +|- 3.6 64 5.8 +|- 1.9 68 0.8 +I-0.7 34 36.5 +|- 72.6 31 3.5 +|- 2.0 34 501 - 3,300 1.0 +|- 0.3 106 15.5 +|- 1.3 100 32.0 +|- 6.3 90 1.4 +|- 0.2 54 14.9 +|- 2.2 53 15.1 +|- 8.2 46 9.0 +|- 1.7 55 1.2 +|- 0.6 12 23.4 +|- 73.8 11 11.9 +|- 7.9 11 3,301 - 10,000 3.2 +|- 0.5 120 17.1 +|- 7.0 113 30.0 +I-4.6 102 1.3 +|- 0.3 11 11.6 +|- 2.6 10 16.9 +|- 77.4 7 22.8 +|- 6.2 11 2.0 +|- 0.8 4 40.2 +|- 40.3 4 30.0 +|- 77.5 4 10,001 - 50,000 6.9 +|- 0.8 139 18.6 +|- 7.0 135 34.7 +I-3.7 128 2.6 +I-7.7 19 12.8 +|- 2.8 19 12.9 +|- 70.4 15 27.0 +|- 6.4 18 15.6 +I-2.7 2 20.2 +|- 4.4 2 54.5 +|- 77.0 2 50,001 - 100,000 15.3 +|- 7.9 96 19.1 +|- 7.4 96 37.7 +I-3.7 94 3.0 +|- 7.2 14 13.8 +|- 2.2 14 10.8 +|- 9.2 12 31.3 +|- 4.8 14 3.7 +|- 7.6 4 25.6 +|- 7.0 2 28.4 +|- 27.2 3 100,001- 500,000 34.5 +I-5.7 171 21.2 +|- 0.6 171 42.6 +|- 2.2 166 3.2 +|- 0.8 16 12.4 +|- 7.5 16 14.4 +|- 8.2 15 29.6 +|- 5.9 16 2.8 +|- 7.5 6 25.9 +|- 73.9 6 32.3 +|- 6.6 6 Over 500,000 142.6 +|- 35.4 43 23.0 +|- 7.4 43 45.2 +|- 7.6 42 3.9 +I-2.6 3 11.4 +I-2.7 3 2.9 +|- 4.4 3 32.9 +|- 9.0 3 10.0 +|- 0.0 1 16.0 +|- 0.0 1 8.0 +|- 0.0 1 All Sizes 3.8 +|- 0.3 742 16.8 +|- 0.8 712 29.4 +|- 3.0 673 1.3 +|- 0.2 185 14.6 +|- 7.4 171 8.2 +|- 3.6 162 8.8 +|- 7.2 185 1.1 +|- 0.3 63 33.7 +|- 9.9 57 7.1 +|- 2.4 61 (Continued) 185 ------- Table 84 (Cont.) Number of Employees and Annual Labor Costs By Primary Water Source Primary Water Source/Employee Category All Systems Administrative Staff Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.4 +|- 0.4 10 16.3 +|- 3.3 9 13.3 +|- 11.9 8 1.0 +|- 0.0 15 12.9 +|- 5.6 10 1.6 +I-3.7 18 5.0 +|- 3.4 15 1.0 +|- 0.0 3 11.3 +I-2.7 3 0.2 +I-0.7 3 Data: Q.25 101 - 500 0.4 +|- 0.2 27 16.6 +|- 10.2 24 19.3 +|- 8.2 23 1.0 +I-0.7 52 12.6 +|- 2.6 41 5.5 +|- 4.5 44 7.5 +\-2.1 50 1.0 +|- 0.0 9 21.5 +|- 76.3 9 6.4 +|- 5.6 9 Sub, 500 or less 0.4 +|- 0.2 37 16.5 +|- 6.8 33 17.7 +|- 7.0 31 1.0 +I-0.7 67 12.7 +|- 2.5 51 4.2 +|- 3.3 62 7.0 +|- 1.8 65 1.0 +|- 0.0 12 19.7 +|- 73.9 12 5.4 +|- 4.9 12 Notes: Labor costs includes wages, salaries 501 - 3,300 0.8 +|- 0.2 63 16.0 +|- 3.4 60 24.4 +|- 6.0 55 1.2 +I-0.7 82 13.9 +I-2.7 77 15.8 +I-7.7 65 12.6 +|- 2.5 82 1.0 +|- 0.0 6 29.0 +|- 79.6 6 8.3 +|- 5.2 6 3,301 - 10,000 1.9 +|- 0.3 95 15.2 +|- 7.0 88 31.3 +|- 5.5 78 1.2 +|- 0.2 16 13.8 +I-4.5 15 16.0 +|- 8.5 12 14.9 +|- 7.3 16 1.5 +|- 7.0 2 18.3 +|- 3.5 2 37.5 +I-5.7 2 10,001 - 50,000 2.9 +|- 0.5 128 20.9 +|- 2.6 123 33.7 +|- 3.2 116 1.7 +|- 0.6 17 23.2 +|- 70.8 16 19.4 +|- 70.6 15 18.2 +|- 5.3 17 2.2 +|- 7.3 3 16.5 +|- 5.6 3 43.5 +|- 22.2 3 50,001 - 100,000 6.0 +|- 7.3 101 19.7 +|- 7.6 99 37.2 +I-3.6 93 1.3 +|- 0.3 11 14.0 +I-2.8 11 17.6 +I-9.7 8 22.3 +|- 4.9 11 1.3 +I-0.7 3 32.7 +|- 3.9 2 12.7 +|- 9.6 3 100,001- 500,000 16.3 +I-3.7 188 22.8 +|- 0.9 184 42.1 +I-2.7 181 2.9 +|- 7.0 29 16.1 +|- 2.3 29 17.7 +|- 8.4 26 24.4 +I-3.7 27 2.8 +|- 0.8 13 33.6 +|- 70.7 11 23.9 +I-5.7 12 Over 500,000 93.1 +I-35.8 47 22.2 +I-7.7 47 43.8 +|- 6.9 46 29.0 +|- 30. 7 7 21.8 +I-4.8 8 26.7 +I-9.7 7 24.8 +|- 7.2 6 45.0 +I-57.7 4 30.8 +|- 8.0 4 32.1 +|- 9.9 4 All Sizes 2.7 +|- 0.3 659 17.4 +|- 7.8 634 28.0 +|- 2.6 600 1.2 +I-0.7 229 13.7 +|- 7.6 207 9.8 +|- 3.5 195 10.4 +|- 7.5 224 1.3 +|- 0.2 43 23.0 +|- 70.6 40 10.3 +|- 4.2 42 , and fringe benefits. 186 ------- Table 85 Number of Employees and Annual Labor Costs By Ownership System Ownership/Employee Category Public Systems Managers Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.3 +|- 0.4 6 34.4 +|- 12.0 6 28.7 +|- 213 6 1.0 +|- 0.0 1 18.4 +|- 4.5 1 7.9 +|- 16.0 1 3.7 +|- 2.3 7 1.0 +|- 0.0 1 8.3 +|- 0.0 1 8.0 +|- 0.0 1 101 - 500 0.4 +|- 0.3 14 23.0 +|- 7.3 14 27.4 +|- 5.9 13 1.3 +|- 0.6 9 20.8 +|- 73.3 6 9.3 +|- 13.0 6 7.6 +|- 5.5 8 1.0 +|- 0.0 1 40.0 +|- 0.0 1 5.0 +|- 0.0 1 Sub, 500 or less 0.4 +|- 0.3 20 26.0 +|- 6.9 20 27.7 +|- 7.5 19 1.1 +|- 0.3 16 19.3 +|- 6.0 13 8.5 +|- 70.7 13 5.6 +I-3.7 15 1.0 +|- 0.0 2 30.1 +I-210 2 5.9 +|- 1.9 2 501 - 3,300 0.6 +I-0.7 55 20.8 +|- 3.0 53 29.3 +|- 8.9 46 1.0 +|- 0.0 23 19.2 +|- 2.2 21 24.0 +|- 75.8 20 8.8 +I-2.7 23 1.0 +|- 0.4 4 17.2 +|- 6.4 4 19.2 +|- 70.8 4 3,301 - 10,000 1.3 +|- 0.5 93 27.5 +|- 2.0 88 31.6 +|- 5.4 78 1.1 +|- 0.2 4 23.4 +I-4.7 4 19.5 +|- 74.4 3 8.3 +I-4.7 4 1.0 +|- 0.0 4 21.6 +I-0.7 2 31.1 +|- 76.3 3 10,001 - 50,000 1.9 +|- 0.3 128 31.0 +|- 7.6 123 32.1 +|- 3.0 116 1.5 +|- 0.6 7 58.3 +|- 38.4 7 33.5 +|- 77.3 7 22.2 +|- 78.3 6 1.9 +|- 0.2 3 34.4 +I-4.7 3 59.5 +|- 77.7 3 50,001 - 100,000 3.4 +|- 0.6 99 35.3 +|- 7.9 97 35.7 +I-3.8 93 2.0 +|- 0.0 2 31.0 +I-4.7 2 26.4 +|- 7.9 2 30.6 +|- 72.5 2 1.0 +|- 0.0 2 43.3 +|- 77.9 2 12.5 +|- 72.4 2 100,001- 500,000 7.5 +|- 7.0 178 38.3 +I-7.7 174 40.2 +|- 7.5 169 1.4 +|- 0.3 5 52.2 +|- 78.8 5 12.0 +|- 77.4 4 27.1 +|- 5.3 5 1.2 +|- 0.2 8 44.5 +|- 77.7 4 32.8 +|- 8.0 6 Over 500,000 30.0 +I-70.7 44 41.2 +I-2.0 44 41.4 +I-7.7 43 * * * * * * * * * * * * 1.0 +|- 0.0 1 43.0 +|- 0.0 1 40.0 +|- 0.0 1 All Sizes 1.7 +|- 0.2 617 27.2 +|- 7.5 599 31.2 +|- 3.0 564 1.1 +|- 0.2 57 21.7 +|- 4.2 52 17.1 +|- 9.4 49 8.0 +I-2.7 55 1.1 +|- 0.2 24 21.4 +|- 4.6 18 26.3 +|- 70.2 21 (Continued) 187 ------- Table 85 (Cont.) Number of Employees and Annual Labor Costs By Ownership System Ownership/Employee Category Public Systems Treatment Plant Operators Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.7 +|- 0.8 10 22.6 +|- 13.3 10 29.0 +|- 20. 1 9 1.3 +|- 0.6 11 14.3 +|- 2.8 11 17.1 +|- 18.8 9 4.9 +|- 3.5 11 1.0 +|- 0.0 1 10.0 +|- 0.0 1 7.0 +|- 0.0 1 101 - 500 0.4 +I-0.7 28 15.6 +|- 3.6 27 21.2 +\-9.1 23 1.0 +I-0.7 26 14.9 +|- 2.3 24 17.5 +|- 9.2 22 10.0 +|- 3.2 24 1.0 +|- 0.0 10 31.4 +|- 20.8 10 3.5 +|- 2.2 10 Sub, 500 or less 0.5 +|- 0.3 38 17.5 +I-4.7 37 23.6 +|- 8.9 32 1.1 +|- 0.3 37 14.7 +|- 1.8 35 17.3 +|- 9.5 31 8.0 +I-2.7 35 1.0 +|- 0.0 11 31.2 +|- 20.6 11 3.5 +\-2.1 11 501 - 3,300 1.0 +|- 0.2 87 16.0 +|- 2.3 84 24.1 +|- 5.6 77 1.3 +|- 0.3 50 15.3 +\-2.1 49 23.6 +|- 8.8 48 9.8 +|- 2.5 51 1.2 +|- 0.3 12 33.5 +|- 11.2 12 15.0 +|- 70.2 14 3,301 - 10,000 2.5 +|- 0.5 87 17.8 +|- 1.3 82 34.4 +I-6.7 71 1.5 +|- 0.4 12 14.3 +|- 3.2 12 14.1 +|- 70.8 10 15.1 +|- 4.8 12 1.0 +|- 0.0 4 31.1 +|- 7.8 3 8.5 +I-8.7 4 10,001 - 50,000 4.4 +I-0.7 112 19.3 +|- 7.0 109 33.7 +|- 3.6 102 1.2 +|- 0.2 13 16.6 +I-8.7 11 9.0 +I-8.7 10 23.8 +I-9.7 11 2.2 +|- 2.6 4 22.5 +|- 72.0 3 31.4 +|- 7.2 3 50,001 - 100,000 9.1 +|- 7.3 86 19.8 +|- 7.5 83 34.6 +I-3.6 78 1.6 +|- 7.2 5 15.8 +I-3.7 5 21.6 +|- 76.6 3 29.4 +I-6.7 5 5.0 +I-5.7 3 19.8 +|- 9.2 2 40.0 +|- 0.0 3 100,001- 500,000 17.4 +|- 7.8 160 23.3 +I-0.7 159 40.9 +|- 7.7 154 1.8 +|- 0.6 12 13.5 +I-2.7 11 3.8 +|- 3.8 9 21.5 +|- 2.9 10 8.0 +|- 3.3 8 32.4 +|- 77.7 7 39.4 +|- 4. 1 8 Over 500,000 89.9 +|- 79.7 38 24.5 +|- 7.6 38 41.9 +I-3.7 38 2.0 +|- 0.0 1 13.7 +|- 0.0 1 0.0 +|- 0.0 1 20.0 +|- 0.0 1 11.0 +|- 72.2 2 45.1 +|- 2.6 2 36.4 +|- 4.5 2 All Sizes 3.3 +|- 0.4 608 17.7 +|- 7.3 592 29.1 +|- 3.0 552 1.2 +|- 0.2 130 15.0 +|- 1.4 124 20.5 +I-6.7 112 10.1 +|- 7.8 125 1.3 +|- 0.2 44 31.9 +I-9.7 40 11.8 +|- 6.4 45 (Continued) 188 ------- Table 85 (Cont.) Number of Employees and Annual Labor Costs By Ownership System Ownership/Employee Category Public Systems Distribution System Operators Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.3 +|- 0.3 6 27.0 +|- 15.6 6 28.7 +I-213 6 1.6 +|- 0.5 8 15.0 +|- 2.2 8 0.1 +|- 0.3 7 4.4 +|- 2.8 8 * * * * * * * * * 101 - 500 0.5 +|- 0.3 28 15.6 +|- 3.2 27 22.8 +|- 6.3 23 1.0 +I-0.7 24 16.7 +|- 3.5 23 6.1 +|- 6.3 20 6.8 +|- 2.2 24 1.0 +|- 0.0 7 14.0 +I-6.7 7 8.8 +|- 7.5 7 Sub, 500 or less 0.5 +|- 0.3 34 17.1 +I-3.8 33 23.8 +|- 6.4 29 1.2 +|- 0.2 32 16.2 +I-2.7 31 4.4 +I-4.8 27 6.2 +|- 1.9 32 1.0 +|- 0.0 7 14.0 +I-6.7 7 8.8 +|- 7.5 7 501 - 3,300 1.2 +|- 0.3 87 15.5 +|- 1.5 84 33.3 +|- 6.9 76 1.5 +|- 0.3 37 15.3 +|- 3.0 36 18.3 +|- 10.9 32 9.3 +|- 2.5 38 1.6 +|- 0.6 5 15.8 +|- 7.2 5 20.3 +|- 8.0 5 3,301 - 10,000 3.3 +|- 0.6 101 16.9 +I-17 95 30.9 +I-4.9 87 1.3 +|- 0.3 11 11.6 +I-2.6 10 16.9 +|- 714 7 22.8 +|- 6.2 11 2.0 +I-7.7 3 47.0 +|- 50.6 3 26.7 +|- 72.5 3 10,001 - 50,000 6.8 +|- 0.9 129 18.8 +|- 7.0 126 34.8 +|- 3.2 119 2.7 +I-7.7 17 12.6 +|- 3.0 17 13.0 +|- 70.5 14 28.7 +I-5.7 16 15.6 +I-2.7 2 20.2 +|- 4.4 2 54.5 +|- 77.0 2 50,001 - 100,000 15.3 +I-2.0 92 19.0 +|- 7.5 91 37.4 +I-3.8 89 3.0 +|- 7.4 12 12.2 +|- 7.3 12 5.9 +I-9.7 10 33.8 +I-3.9 12 3.7 +|- 7.6 4 25.6 +|- 7.0 2 28.4 +|- 27.2 3 100,001- 500,000 30.0 +|- 3.2 158 21.1 +I-0.7 157 41.2 +|- 7.7 152 3.2 +|- 0.8 16 12.4 +|- 7.5 16 14.4 +|- 8.2 15 29.6 +|- 5.9 16 3.1 +|- 7.6 5 28.4 +|- 76.7 5 30.8 +|- 7.6 5 Over 500,000 145.6 +I-37.0 41 23.0 +|- 7.4 41 45.8 +|- 7.8 40 7.1 +I-2.5 2 8.8 +|- 7.9 2 7.7 +|- 6.3 2 21.3 +|- 6.3 2 10.0 +|- 0.0 1 16.0 +|- 0.0 1 8.0 +|- 0.0 1 All Sizes 4.5 +|- 0.5 642 17.0 +|- 7.0 627 31.9 +|- 3.0 592 1.5 +|- 0.2 127 15.2 +|- 7.7 124 11.1 +|- 5.5 107 10.6 +|- 7.7 127 2.0 +I-7.7 27 19.8 +|- 9.4 25 16.9 +|- 6.9 26 (Continued) 189 ------- Table 85 (Cont.) Number of Employees and Annual Labor Costs By Ownership System Ownership/Employee Category Public Systems Administrative Staff Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.5 +I-0.7 5 13.9 +|- 6.5 5 31.4 +I-3.7 4 1.0 +|- 0.0 3 12.0 +|- 7.2 3 0.2 +|- 0.4 4 5.8 +|- 5.5 3 * * * * * * * * * 101 - 500 0.5 +|- 0.3 15 20.5 +|- 16.6 15 26.6 +|- 6.8 15 1.1 +|- 0.2 31 12.5 +|- 3.3 28 10.0 +|- 8.3 24 7.7 +\-2.1 29 1.0 +|- 0.0 4 20.8 +|- 27.5 4 9.4 +|- 7.5 4 Sub, 500 or less 0.5 +|- 0.3 20 19.0 +|- 73.0 20 27.2 +|- 5.9 19 1.1 +I-0.7 34 12.4 +I-3.0 31 8.2 +|- 7.0 28 7.5 +|- 2.0 32 1.0 +|- 0.0 4 20.8 +|- 27.5 4 9.4 +|- 7.5 4 501 - 3,300 0.8 +|- 0.2 53 16.0 +|- 4.2 51 25.7 +|- 6.6 47 1.1 +I-0.7 64 13.2 +|- 2.3 60 18.5 +|- 8.2 52 13.5 +|- 2.8 64 1.0 +|- 0.0 3 37.0 +|- 25.2 3 8.0 +|- 6.8 3 3,301 - 10,000 1.9 +|- 0.3 80 14.9 +|- 1.2 76 31.3 +\-6.1 69 1.1 +|- 0.2 14 13.5 +I-4.8 13 10.2 +|- 7.3 10 15.4 +|- 7.6 14 2.0 +|- 0.0 1 16.6 +|- 0.0 1 35.0 +|- 0.0 1 10,001 - 50,000 2.8 +|- 0.5 117 21.0 +I-2.7 113 34.1 +|- 3.4 106 1.7 +|- 0.6 17 23.2 +|- 70.8 16 19.4 +|- 70.6 15 18.2 +|- 5.3 17 2.2 +|- 7.3 3 16.5 +|- 5.6 3 43.5 +|- 22.2 3 50,001 - 100,000 5.6 +|- 7.3 94 19.9 +|- 7.7 92 37.2 +I-3.7 86 1.3 +|- 0.3 11 14.0 +I-2.8 11 17.6 +I-9.7 8 22.3 +I-4.9 11 1.5 +|- 0.9 2 32.7 +|- 3.9 2 12.5 +|- 73.8 2 100,001- 500,000 16.6 +|- 3.5 173 23.1 +|- 0.9 169 40.7 +|- 7.6 166 2.9 +|- 7.0 28 16.0 +|- 2.4 28 17.5 +|- 8.6 25 24.6 +|- 3.8 26 3.4 +|- 0.9 10 34.9 +|- 77.7 10 24.6 +|- 6.6 9 Over 500,000 101.5 +|- 40.2 43 22.3 +I-7.7 43 44.6 +I-7.7 42 29.0 +I-30.7 7 21.8 +I-4.8 8 26.7 +I-9.7 7 24.8 +|- 7.2 6 45.0 +I-57.7 4 30.8 +|- 8.0 4 32.1 +|- 9.9 4 All Sizes 3.1 +|- 0.4 580 17.9 +|- 2.2 564 30.7 +|- 2.6 535 1.2 +I-0.7 175 13.5 +|- 7.8 167 14.3 +|- 5.2 145 12.0 +|- 7.7 170 1.6 +|- 0.5 27 26.2 +|- 78.0 27 13.5 +|- 7.5 26 (Continued) 190 ------- Table 85 (Cont.) Number of Employees and Annual Labor Costs By Ownership System Ownership/Employee Category Private Systems Managers Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.6 +|- 0.3 11 28.4 +|- 16.3 9 21.7 +|- 26.2 8 0.9 +|- 0.3 10 21.3 +|- 714 6 6.2 +|- 7.9 7 2.5 +|- 1.2 9 2.0 +|- 0.0 1 10.0 +|- 0.0 1 0.5 +|- 0.0 1 101 - 500 0.3 +|- 0.4 8 16.5 +|- 5.5 6 8.2 +|- 7.8 5 1.0 +|- 0.0 11 9.1 +I-6.7 6 0.3 +|- 0.5 10 7.7 +\-4.1 11 1.0 +|- 0.0 3 27.9 +|- 6.4 3 5.9 +|- 8.3 3 Sub, 500 or less 0.5 +|- 0.2 19 24.8 +|- 713 15 17.2 +|- 78.7 13 0.9 +I-0.7 21 16.6 +|- 9.2 12 3.1 +I-4.0 17 5.3 +|- 2.5 20 1.0 +|- 0.0 4 27.7 +|- 6.3 4 5.9 +|- 8.2 4 501 - 3,300 0.7 +|- 0.2 13 22.7 +|- 5.6 13 24.3 +|- 8.8 9 1.0 +|- 0.0 9 23.8 +|- 77.3 6 23.8 +|- 35.0 4 12.8 +I-8.7 9 1.0 +|- 0.0 1 20.0 +|- 0.0 1 5.0 +|- 0.0 1 3,301 - 10,000 1.1 +|- 0.2 18 27.5 +|- 6.0 14 21.3 +|- 73.2 11 1.5 +|- 0.8 2 50.0 +|- 0.0 2 85.0 +|- 0.0 2 4.0 +|- 0.0 1 1.0 +|- 0.0 1 40.0 +|- 0.0 1 40.0 +|- 0.0 1 10,001 - 50,000 1.5 +|- 0.4 11 25.5 +|- 3.4 11 25.3 +|- 5.8 11 2.0 +|- 0.0 1 16.4 +|- 0.0 1 34.0 +|- 0.0 1 10.0 +|- 0.0 1 * * * * * * * * * 50,001 - 100,000 7.7 +|- 7.5 8 42.0 +|- 7.0 8 35.1 +|- 76.2 8 2.0 +|- 0.0 1 40.0 +|- 0.0 1 30.0 +|- 0.0 1 5.0 +|- 0.0 1 * * * * * * * * * 100,001- 500,000 19.5 +|- 70.2 16 37.4 +|- 4.0 16 50.7 +I-9.7 16 * * * * * * * * * * * * 1.0 +|- 0.0 1 ซ * * 40.0 +|- 0.0 1 Over 500,000 10.6 +I-4.5 5 36.4 +I-4.7 5 46.2 +|- 6.9 5 * * * * * * * * * * * * * * * * * * * * * All Sizes 1.1 +|- 0.3 90 25.2 +|- 5.5 82 21.2 +|- 9.3 73 1.0 +I-0.7 34 19.5 +|- 7.4 22 7.1 +|- 6.2 25 7.4 +|- 3.0 32 1.0 +|- 0.0 7 27.6 +|- 6.4 6 10.1 +|- 9.9 7 (Continued) 191 ------- Table 85 (Cont.) Number of Employees and Annual Labor Costs By Ownership System Ownership/Employee Category Private Systems Treatment Plant Operators Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.4 +|- 0.3 15 17.3 +|- 7.6 8 11.9 +|- 12. 1 9 1.1 +|- 0.2 40 15.5 +|- 5.9 20 2.7 +|- 3.2 27 5.5 +|- 2.4 38 0.8 +I-0.7 32 36.1 +|- 72.7 34 2.8 +|- 1.3 37 101 - 500 0.5 +|- 0.4 29 17.0 +I-4.7 19 17.2 +|- 8.8 14 1.0 +I-0.7 35 14.6 +|- 3.2 27 6.6 +I-6.7 29 9.3 +|- 3.0 35 0.9 +I-0.7 44 40.9 +|- 73.7 40 3.6 +|- 7.5 44 Sub, 500 or less 0.4 +|- 0.3 44 17.1 +I-3.7 27 14.9 +|- 7.5 23 1.0 +I-0.7 75 14.9 +I-2.8 47 4.7 +I-3.5 56 7.5 +I-2.7 73 0.9 +I-0.7 76 38.9 +|- 9.3 74 3.2 +|- 7.0 81 501 - 3,300 0.8 +|- 0.4 20 17.7 +|- 7.9 17 21.9 +|- 78.7 12 1.2 +|- 0.3 15 17.0 +|- 4.8 15 2.8 +I-4.7 11 8.4 +|- 4.4 15 0.8 +|- 0.2 9 38.6 +I-27.8 8 4.0 +|- 2.6 8 3,301 - 10,000 1.9 +I-0.7 13 19.7 +I-2.6 12 42.3 +I-77.7 9 3.5 +|- 3.3 2 28.5 +I-23.0 2 0.0 +|- 0.0 1 9.1 +I-6.7 2 1.0 +|- 0.0 1 20.0 +|- 0.0 1 40.0 +|- 0.0 1 10,001 - 50,000 4.6 +|- 7.9 10 16.9 +|- 2.2 9 28.5 +|- 70.3 9 2.0 +|- 0.0 2 9.2 +|- 3.2 2 8.7 +|- 6.5 2 16.0 +|- 0.0 2 * * * * * * * * * 50,001 - 100,000 41.8 +I-59.5 7 22.1 +I-3.9 7 38.1 +|- 73.6 7 * * * * * * * * * * * * * * * * * * * * * 100,001- 500,000 46.7 +|- 78.2 16 23.1 +|- 0.6 16 52.4 +|- 8.2 16 * * * * * * * * * * * * 6.5 +I-4.7 2 21.0 +|- 7.0 2 36.0 +|- 4. 1 2 Over 500,000 30.3 +|- 77.8 5 22.9 +I-2.9 5 43.6 +|- 7.0 5 * * * * * * * * * * * * * * * * * * * * * All Sizes 1.4 +|- 0.6 115 17.6 +|- 2.3 93 20.2 +|- 6.8 81 1.1 +I-0.7 94 15.5 +|- 2.4 66 4.4 +|- 3.0 70 7.7 +|- 7.9 92 0.9 +I-0.7 88 38.7 +|- 8.5 85 3.6 +I-7.7 92 (Continued) 192 ------- Table 85 (Cont.) Number of Employees and Annual Labor Costs By Ownership System Ownership/Employee Category Private Systems Distribution System Operators Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.6 +|- 0.2 13 15.1 +I-3.7 8 18.5 +I-219 9 0.9 +I-0.7 11 13.1 +|- 3.9 5 0.0 +|- 0.0 13 0.8 +|- 0.2 11 0.8 +|- 0.2 15 34.4 +|- 14.2 12 2.1 +|- 1.8 15 101 - 500 0.6 +|- 0.5 20 15.7 +|- 2.5 13 13.3 +|- 8.4 13 1.4 +|- 0.6 25 13.4 +I-3.7 20 6.6 +|- 7.6 24 7.3 +|- 4.3 25 0.6 +I-0.7 12 50.6 +|- 23.8 12 3.0 +I-2.7 12 Sub, 500 or less 0.6 +|- 0.3 33 15.4 +|- 2.2 21 16.1 +|- 72.5 22 1.2 +|- 0.4 36 13.3 +I-3.0 25 4.1 +|- 5.0 37 5.5 +|- 3.3 36 0.8 +I-0.7 27 42.1 +|- 73.9 24 2.4 +|- 7.5 27 501 - 3,300 0.5 +|- 0.2 19 15.2 +|- 0.9 16 24.6 +|- 73.6 14 1.1 +|- 0.2 17 14.1 +I-3.7 17 9.1 +|- 8.2 14 8.5 +|- 3.2 17 1.1 +I-0.7 7 27.3 +|- 79.0 6 7.6 +|- 6.4 6 3,301 - 10,000 3.1 +|- 7.3 19 17.9 +|- 7.8 18 26.1 +|- 72.0 15 * * * * * * * * * * * * 2.0 +|- 0.0 1 20.0 +|- 0.0 1 40.0 +|- 0.0 1 10,001 - 50,000 7.3 +|- 2.8 10 15.4 +|- 2.6 9 33.5 +|- 73.7 9 1.0 +|- 0.0 2 14.8 +|- 0.5 2 0.0 +|- 0.0 1 6.3 +|- 2.9 2 * * * * * * * * * 50,001 - 100,000 15.3 +|- 5.4 4 21.1 +|- 4.4 5 42.7 +|- 74.8 5 3.0 +|- 7.3 2 22.7 +|- 5.6 2 34.2 +|- 7.8 2 17.5 +|- 9.9 2 * * * * * * * * * 100,001- 500,000 69.9 +|- 26.0 13 21.5 +|- 0.9 14 53.2 +I-8.7 14 * * * * * * * * * * * * 1.0 +|- 0.0 1 13.0 +|- 0.0 1 40.0 +|- 0.0 1 Over 500,000 79.0 +I-35.6 2 22.2 +|- 4.2 2 34.0 +|- 74.8 2 2.0 +|- 0.0 1 13.0 +|- 0.0 1 0.0 +|- 0.0 1 40.0 +|- 0.0 1 * * * * * * * * * All Sizes 1.8 +I-0.7 100 15.9 +|- 7.3 85 20.8 +|- 8.0 81 1.2 +|- 0.3 58 13.6 +|- 2.3 47 5.2 +|- 4.4 55 6.4 +|- 2.4 58 0.8 +|- 0.2 36 38.8 +|- 77.9 32 3.9 +|- 2.0 35 (Continued) 193 ------- Table 85 (Cont.) Number of Employees and Annual Labor Costs By Ownership System Ownership/Employee Category Private Systems Administrative staff Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.4 +|- 0.4 5 17.5 +|- 1.6 4 7.1 +|- 5.9 4 1.0 +|- 0.0 12 13.3 +I-8.7 7 2.0 +|- 4.0 14 4.8 +\-4.1 12 1.0 +|- 0.0 3 11.3 +I-2.7 3 0.2 +I-0.7 3 101 - 500 0.3 +|- 0.3 12 11.0 +|- 1.6 9 6.6 +|- 7.9 8 1.0 +I-0.7 21 12.8 +|- 4.2 13 1.4 +|- 2.6 20 7.4 +I-3.7 21 1.0 +|- 0.0 5 22.5 +I-3.7 5 2.2 +I-0.7 5 Sub, 500 or less 0.4 +|- 0.2 17 13.9 +I-2.5 13 6.8 +|- 5.2 12 1.0 +|- 0.0 33 12.9 +\-4.1 20 1.7 +|- 2.3 34 6.7 +|- 2.8 33 1.0 +|- 0.0 8 18.7 +|- 7.0 8 1.5 +|- 1.0 8 501 - 3,300 0.8 +|- 0.5 10 16.3 +\-2.1 9 17.7 +|- 10.8 8 1.2 +|- 0.3 18 15.9 +|- 3.8 17 8.1 +|- 714 13 9.9 +|- 4.0 18 1.0 +|- 0.0 3 20.0 +|- 74.3 3 8.6 +|- 7.7 3 3,301 - 10,000 1.9 +|- 0.6 15 16.3 +|- 7.8 12 31.5 +|- 73.5 9 2.0 +|- 0.0 2 20.0 +|- 0.0 2 85.0 +|- 0.0 2 7.0 +|- 7.4 2 1.0 +|- 0.0 1 20.0 +|- 0.0 1 40.0 +|- 0.0 1 10,001 - 50,000 3.5 +I-7.7 11 18.0 +|- 7.6 10 27.7 +|- 6.9 10 * * * * * * * * * * * * * * * * * * * * * 50,001 - 100,000 11.9 +|- 8.0 7 16.4 +|- 2.3 7 37.5 +|- 74. 7 7 * * * * * * * * * * * * 1.0 +|- 0.0 1 ซ * * 13.2 +|- 0.0 1 100,001- 500,000 13.9 +|- 4.0 15 20.3 +|- 7.7 15 52.3 +|- 8.6 15 2.0 +|- 0.0 1 18.1 +|- 0.0 1 22.0 +|- 0.0 1 20.0 +|- 0.0 1 1.0 +|- 0.0 3 20.3 +|- 0.0 1 21.9 +|- 77.7 3 Over 500,000 33.1 +|- 70.2 4 20.9 +|- 7.8 4 38.0 +|- 5.3 4 * * * * * * * * * * * * * * * * * * * * * All Sizes 1.4 +|- 0.4 79 15.3 +|- 7.4 70 17.0 +|- 5.4 65 1.0 +I-0.7 54 14.2 +|- 2.9 40 3.7 +|- 3.3 50 7.6 +|- 2.3 54 1.0 +|- 0.0 16 19.3 +|- 6.4 13 6.8 +|- 6.3 16 (Continued) 194 ------- Table 85 (Cont.) Number of Employees and Annual Labor Costs By Ownership System Ownership/Employee Category All Systems Managers Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.5 +|- 0.3 17 30.0 +|- 12.9 15 23.8 +|- 19.5 14 0.9 +|- 0.2 17 19.7 +|- 5.6 13 7.0 +|- 8.6 14 3.1 +|- 1.3 16 1.5 +|- 1.0 2 9.2 +|- 1.8 2 4.2 +|- 8.0 2 101 - 500 0.4 +|- 0.2 22 21.0 +|- 5.8 20 21.2 +|- 7.9 18 1.1 +|- 0.3 20 15.7 +|- 10.2 12 3.6 +I-5.7 16 7.7 +|- 3.3 19 1.0 +|- 0.0 4 28.2 +|- 6.3 4 5.9 +|- 8.0 4 Sub, 500 or less 0.5 +|- 0.2 39 25.4 +|- 6.5 35 22.4 +|- 10.3 32 1.0 +|- 0.2 37 18.1 +|- 5.3 25 5.4 +|- 5.2 30 5.5 +|- 1.8 35 1.0 +|- 0.0 6 27.8 +|- 6.2 6 5.9 +|- 7.8 6 501 - 3,300 0.6 +I-0.7 68 21.3 +|- 2.6 66 28.3 +|- 7.3 55 1.0 +|- 0.0 32 20.4 +|- 3.5 27 23.9 +|- 74.4 24 10.1 +|- 3.3 32 1.0 +|- 0.3 5 17.8 +I-5.7 5 16.0 +|- 8.9 5 3,301 - 10,000 1.3 +|- 0.4 111 27.5 +I-2.0 102 29.6 +|- 5.2 89 1.1 +|- 0.2 6 27.2 +|- 7.2 6 36.1 +I-28.9 5 8.0 +|- 3.9 5 1.0 +|- 0.0 5 27.7 +|- 73.2 3 33.9 +|- 73.0 4 10,001 - 50,000 1.8 +|- 0.3 139 30.7 +|- 7.5 134 31.6 +|- 2.8 127 1.5 +|- 0.5 8 56.1 +|- 37.9 8 33.5 +|- 70.7 8 21.5 +|- 77.7 7 1.9 +|- 0.2 3 34.4 +I-4.7 3 59.5 +|- 77.7 3 50,001 - 100,000 3.7 +I-0.7 107 35.8 +|- 7.9 105 35.7 +I-3.7 101 2.0 +|- 0.0 3 34.1 +|- 6.8 3 27.7 +I-2.7 3 21.7 +|- 78.9 3 1.0 +|- 0.0 2 43.3 +|- 77.9 2 12.5 +|- 72.4 2 100,001- 500,000 8.9 +|- 7.9 194 38.2 +I-7.7 190 41.4 +I-2.7 185 1.4 +|- 0.3 5 52.2 +|- 78.8 5 12.0 +|- 77.4 4 27.1 +|- 5.3 5 1.2 +|- 0.2 9 44.5 +|- 77.7 4 33.8 +|- 6.9 7 Over 500,000 27.4 +|- 9.0 49 40.5 +|- 7.9 49 42.1 +|- 6.6 48 * * * * * * * * * * * * 1.0 +|- 0.0 1 43.0 +|- 0.0 1 40.0 +|- 0.0 1 All Sizes 1.6 +|- 0.2 707 26.7 +|- 7.7 681 29.0 +I-3.7 637 1.0 +I-0.7 91 20.9 +I-3.7 74 12.7 +|- 5.9 74 7.8 +|- 7.6 87 1.0 +I-0.7 31 24.3 +I-4.7 24 18.9 +I-5.7 28 (Continued) 195 ------- Table 85 (Cont.) Number of Employees and Annual Labor Costs By Ownership System Ownership/Employee Category All Systems Treatment Plant Operators Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.4 +|- 0.3 25 19.6 +|- 7.4 18 17.2 +|- 12.8 18 1.1 +|- 0.2 51 15.0 +I-3.7 31 5.9 +|- 5.5 36 5.4 +|- 2.0 49 0.8 +I-0.7 33 36.1 +|- 72.7 35 2.8 +|- 1.3 38 101 - 500 0.4 +|- 0.2 57 16.4 +|- 2.9 46 19.0 +|- 6.5 37 1.0 +I-0.7 61 14.7 +|- 2.3 51 9.8 +|- 6.0 51 9.5 +|- 2.3 59 0.9 +I-0.7 54 39.5 +|- 77.6 50 3.5 +|- 1.4 54 Sub, 500 or less 0.4 +|- 0.2 82 17.3 +I-2.9 64 18.3 +|- 6.4 55 1.1 +I-0.7 112 14.8 +|- 7.9 82 8.0 +|- 4.2 87 7.6 +|- 7.7 108 0.9 +I-0.7 87 38.2 +I-8.7 85 3.3 +|- 7.0 92 501 - 3,300 1.0 +|- 0.2 107 16.3 +|- 7.9 101 23.8 +|- 5.3 89 1.3 +|- 0.2 65 15.7 +I-2.7 64 19.0 +|- 7.9 59 9.5 +I-2.7 66 1.0 +|- 0.2 21 36.0 +|- 72.2 20 9.9 +|- 6.9 22 3,301 - 10,000 2.4 +|- 0.4 100 18.1 +|- 7.2 94 35.4 +|- 5.8 80 1.6 +|- 0.5 14 15.2 +|- 3.6 14 13.5 +|- 70.2 11 14.7 +I-4.7 14 1.0 +|- 0.0 5 27.3 +I-7.7 4 15.4 +|- 73.7 5 10,001 - 50,000 4.4 +I-0.7 122 19.1 +|- 7.0 118 33.4 +|- 3.5 111 1.3 +|- 0.3 15 15.2 +|- 7.2 13 8.9 +I-6.7 12 22.3 +|- 7.7 13 2.2 +|- 2.6 4 22.5 +|- 72.0 3 31.4 +|- 7.2 3 50,001 - 100,000 11.2 +|- 4.3 93 19.9 +|- 7.5 90 34.9 +I-3.5 85 1.6 +|- 7.2 5 15.8 +I-3.7 5 21.6 +|- 76.6 3 29.4 +I-6.7 5 5.0 +I-5.7 3 19.8 +|- 9.2 2 40.0 +|- 0.0 3 100,001- 500,000 21.1 +|- 3.3 176 23.3 +|- 0.6 175 42.4 +|- 2.2 170 1.8 +|- 0.6 12 13.5 +I-2.7 11 3.8 +|- 3.8 9 21.5 +|- 2.9 10 7.7 +|- 2.8 10 29.9 +|- 9.4 9 38.8 +|- 3.4 10 Over 500,000 80.3 +|- 78.9 43 24.2 +|- 1.4 43 42.1 +I-2.8 43 2.0 +|- 0.0 1 13.7 +|- 0.0 1 0.0 +|- 0.0 1 20.0 +|- 0.0 1 11.0 +|- 72.2 2 45.1 +|- 2.6 2 36.4 +|- 4.5 2 All Sizes 2.6 +|- 0.3 723 17.7 +I-7.7 685 26.9 +|- 2.9 633 1.2 +I-0.7 224 15.2 +|- 7.3 190 12.1 +|- 4.0 182 8.9 +|- 7.3 217 1.0 +I-0.7 132 37.4 +|- 7.0 125 5.2 +|- 7.6 137 (Continued) 196 ------- Table 85 (Cont.) Number of Employees and Annual Labor Costs By Ownership System Ownership/Employee Category All Systems Distribution System Operators Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.6 +|- 0.2 19 18.3 +|- 6.4 14 21.0 +|- 77.6 15 1.2 +|- 0.3 19 14.1 +|- 2.3 13 0.0 +I-0.7 20 2.3 +|- 1.4 19 0.8 +|- 0.2 15 34.4 +|- 14.2 12 2.1 +|- 1.8 15 101 - 500 0.5 +|- 0.3 48 15.6 +|- 2.3 40 19.5 +I-5.7 36 1.2 +|- 0.3 49 15.0 +|- 2.6 43 6.4 +|- 5.2 44 7.1 +|- 2.6 49 0.8 +I-0.7 19 38.0 +|- 19.0 19 5.0 +|- 3.6 19 Sub, 500 or less 0.5 +|- 0.2 67 16.4 +|- 2.4 54 20.0 +|- 7.2 51 1.2 +|- 0.3 68 14.8 +\-2.1 56 4.2 +|- 3.6 64 5.8 +|- 1.9 68 0.8 +I-0.7 34 36.5 +|- 72.6 31 3.5 +|- 2.0 34 501 - 3,300 1.0 +|- 0.3 106 15.5 +|- 1.3 100 32.0 +|- 6.3 90 1.4 +|- 0.2 54 14.9 +|- 2.2 53 15.1 +|- 8.2 46 9.0 +|- 1.7 55 1.2 +|- 0.6 12 23.4 +|- 73.8 11 11.9 +|- 7.9 11 3,301 - 10,000 3.2 +|- 0.5 120 17.1 +|- 7.0 113 30.0 +I-4.6 102 1.3 +|- 0.3 11 11.6 +|- 2.6 10 16.9 +|- 77.4 7 22.8 +|- 6.2 11 2.0 +|- 0.8 4 40.2 +|- 40.3 4 30.0 +|- 77.5 4 10,001 - 50,000 6.9 +|- 0.8 139 18.6 +|- 7.0 135 34.7 +I-3.7 128 2.6 +I-7.7 19 12.8 +|- 2.8 19 12.9 +|- 70.4 15 27.0 +|- 6.4 18 15.6 +I-2.7 2 20.2 +|- 4.4 2 54.5 +|- 77.0 2 50,001 - 100,000 15.3 +|- 7.9 96 19.1 +|- 7.4 96 37.7 +I-3.7 94 3.0 +|- 7.2 14 13.8 +|- 2.2 14 10.8 +|- 9.2 12 31.3 +|- 4.8 14 3.7 +|- 7.6 4 25.6 +|- 7.0 2 28.4 +|- 27.2 3 100,001- 500,000 34.5 +I-5.7 171 21.2 +|- 0.6 171 42.6 +|- 2.2 166 3.2 +|- 0.8 16 12.4 +|- 7.5 16 14.4 +|- 8.2 15 29.6 +|- 5.9 16 2.8 +|- 7.5 6 25.9 +|- 73.9 6 32.3 +|- 6.6 6 Over 500,000 142.6 +|- 35.4 43 23.0 +|- 7.4 43 45.2 +|- 7.6 42 3.9 +I-2.6 3 11.4 +I-2.7 3 2.9 +|- 4.4 3 32.9 +|- 9.0 3 10.0 +|- 0.0 1 16.0 +|- 0.0 1 8.0 +|- 0.0 1 All Sizes 3.8 +|- 0.3 742 16.8 +|- 0.8 712 29.4 +|- 3.0 673 1.3 +|- 0.2 185 14.6 +|- 7.4 171 8.2 +|- 3.6 162 8.8 +|- 7.2 185 1.1 +|- 0.3 63 33.7 +|- 9.9 57 7.1 +|- 2.4 61 (Continued) 197 ------- Table 85 (Cont.) Number of Employees and Annual Labor Costs By Ownership System Ownership/Employee Category All Systems Administrative Staff Full-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Part-time Employees Mean Number of Employees Confidence interval Observations Average Hourly Salary or Wage (Dollars) Confidence interval Observations Benefits as Percentage of Salary or Wage Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations Contract Employees Mean Number of Employees Confidence interval Observations Average Hourly Labor Cost (Dollars) Confidence interval Observations Average Hours Per Employee Per Week Confidence interval Observations System Service Population Category 100 or Less 0.4 +|- 0.4 10 16.3 +|- 3.3 9 13.3 +|- 77.9 8 1.0 +|- 0.0 15 12.9 +|- 5.6 10 1.6 +I-3.7 18 5.0 +|- 3.4 15 1.0 +|- 0.0 3 11.3 +I-2.7 3 0.2 +I-0.7 3 Data: Q.25 101 - 500 0.4 +|- 0.2 27 16.6 +|- 70.2 24 19.3 +|- 8.2 23 1.0 +I-0.7 52 12.6 +|- 2.6 41 5.5 +|- 4.5 44 7.5 50 1.0 +|- 0.0 9 21.5 +|- 76.3 9 6.4 +|- 5.6 9 Sub, 500 or less 0.4 +|- 0.2 37 16.5 +|- 6.8 33 17.7 +|- 7.0 31 1.0 +I-0.7 67 12.7 +I-2.5 51 4.2 +|- 3.3 62 7.0 +|- 7.8 65 1.0 +|- 0.0 12 19.7 +|- 73.9 12 5.4 +|- 4.9 12 Notes: Labor costs includes wages, salaries 501 - 3,300 0.8 +|- 0.2 63 16.0 +|- 3.4 60 24.4 +|- 6.0 55 1.2 +I-0.7 82 13.9 +I-2.7 77 15.8 +I-7.7 65 12.6 +|- 2.5 82 1.0 +|- 0.0 6 29.0 +|- 79.6 6 8.3 +|- 5.2 6 3,301 - 10,000 1.9 +|- 0.3 95 15.2 +|- 7.0 88 31.3 +|- 5.5 78 1.2 +|- 0.2 16 13.8 +I-4.5 15 16.0 +|- 8.5 12 14.9 +|- 7.3 16 1.5 +|- 7.0 2 18.3 +|- 3.5 2 37.5 +I-5.7 2 10,001 - 50,000 2.9 +|- 0.5 128 20.9 +|- 2.6 123 33.7 +|- 3.2 116 1.7 +|- 0.6 17 23.2 +|- 70.8 16 19.4 +|- 70.6 15 18.2 +|- 5.3 17 2.2 +|- 7.3 3 16.5 +|- 5.6 3 43.5 +|- 22.2 3 50,001 - 100,000 6.0 +|- 7.3 101 19.7 +|- 7.6 99 37.2 +I-3.6 93 1.3 +|- 0.3 11 14.0 +I-2.8 11 17.6 +I-9.7 8 22.3 +I-4.9 11 1.3 +I-0.7 3 32.7 +|- 3.9 2 12.7 +|- 9.6 3 100,001- 500,000 16.3 +I-3.7 188 22.8 +|- 0.9 184 42.1 +I-2.7 181 2.9 +|- 7.0 29 16.1 +|- 2.3 29 17.7 +|- 8.4 26 24.4 +I-3.7 27 2.8 +|- 0.8 13 33.6 +|- 70.7 11 23.9 +I-5.7 12 Over 500,000 93.1 +I-35.8 47 22.2 +I-7.7 47 43.8 +|- 6.9 46 29.0 +I-30.7 7 21.8 +I-4.8 8 26.7 +I-9.7 7 24.8 +|- 7.2 6 45.0 +I-57.7 4 30.8 +|- 8.0 4 32.1 +|- 9.9 4 All Sizes 2.7 +|- 0.3 659 17.4 +|- 7.8 634 28.0 +|- 2.6 600 1.2 +I-0.7 229 13.7 +|- 7.6 207 9.8 +|- 3.5 195 10.4 +|- 7.5 224 1.3 +|- 0.2 43 23.0 +|- 70.6 40 10.3 +|- 4.2 42 , and fringe benefits. 198 ------- Table 86 Percentage of Systems Making Major Capital Investments in the Past 5 Years By Primary Water Source Primary Water Source Primarily Ground Water Systems Percentage of Systems Confidence interval Observations Primarily Surface Water Systems Percentage of Systems Confidence interval Observations Primarily Purchased Water Systems Percentage of Systems Confidence interval Observations All Systems Percentage of Systems Confidence interval Observations System Service Population Category 100 or Less 35.6 +|- 11.2 88 36.4 +|- 27.2 49 0.4 +|- 0.9 8 33.3 +|- 10.3 145 Data: Q.27 Notes: 101 - 500 35.0 +|- 9.6 105 45.0 +|- 20.2 67 32.9 +|- 216 23 35.1 +|- 8.5 195 501 - 3,300 56.8 +|- 10.0 111 64.7 +|- 10.4 78 44.5 +|- 13.1 48 54.1 +|- 7.8 237 3,301 - 10,000 43.1 +|- 12.8 62 50.9 +|- 72.9 65 51.9 +\-21.1 26 46.6 +|- 9.2 153 10,001 - 50,000 58.8 +|- 72.7 66 57.0 +|- 10.5 84 72.2 +|- 18.6 25 61.0 +|- 8.2 175 50,001 - 100,000 55.6 +|- 17.5 40 70.5 +|- 11.1 54 76.0 +|- 14.0 30 66.4 +I-8.-7 124 100,001- 500,000 64.1 +I-9.7 56 77.1 +|- 6.0 124 77.3 +|- 10.8 45 74.0 +|- 4.6 225 Over 500,000 35.9 +|- 30.5 6 87.2 +|- 6.6 39 80.3 +|- 14.1 13 78.9 +|- 9.3 58 All Sizes 42.4 +|- 5.4 534 56.8 +|- 6.4 560 41.6 +|- 9.2 218 43.5 +|- 4.3 1,312 199 ------- Table 87 Percentage of Systems Making Major Capital Investments in the Past 5 Years By Ownership Ownership Type Public Systems Mean Confidence interval Observations Private Systems Mean Confidence interval Observations System Service Population Category 100 or Less 40.9 +|- 24.0 27 32.1 +|- 11.2 118 Data: Q.27 Notes: 101 - 500 45.4 +|- 13.8 84 28.6 +I-9.7 111 501 - 3,300 54.1 +|- 8.5 181 54.2 +|- 13.5 56 3,301 - 10,000 48.5 +|- 10.3 127 39.3 +|- 210 26 10,001 - 50,000 62.0 +|- 8.6 155 50.5 +|- 25.9 20 50,001 - 100,000 69.1 +|- 8.3 111 41.5 +|- 24.4 13 100,001- 500,000 77.0 +|- 4.2 204 51.9 +|- 24.3 21 Over 500,000 87.3 +|- 5.4 52 24.4 +|- 23.9 6 All Sizes 52.2 +|- 5.3 941 34.6 +|- 6.4 371 200 ------- Table 88 Amount of Major Capital Investment in the Past 5 Years By Primary Water Source (Thousands of Dollars) Primary Water Source Primarily Ground Water Systems Mean Invested in the Past 5 Years Confidence interval Median Observations Primarily Surface Water Systems Mean Invested in the Past 5 Years Confidence interval Median Observations Primarily Purchased Water Systems Mean Invested in the Past 5 Years Confidence interval Median Observations All Systems Mean Invested in the Past 5 Years Confidence interval Median Observations System Service Population Category 100 or Less 75 +I-67 6 16 24 +I-20 9 11 * * * * 74 +I-65 6 27 Data: Q.27A 101 - 500 180 +|- 193 23 23 455 +|- 307 240 22 1,008 +|- 774 681 9 375 +|- 260 46 54 501 - 3,300 598 +|- 305 113 54 756 +|- 313 210 46 593 +|- 366 181 20 612 +|- 210 161 120 3,301 - 10,000 982 +|- 595 400 20 2,358 +\- 1,128 971 23 997 +|- 575 922 11 1,221 +I-474 542 54 10,001 - 50,000 3,382 +|- 7,307 2,385 35 5,244 +|- 7,543 3,500 42 6,520 +1-9,706 645 15 4,609 +|- 2,346 2,382 92 50,001 - 100,000 14,420 +|- 3,477 17,500 15 17,576 +|- 5,306 13,050 33 7,243 +|- 2,376 4,401 20 13,616 +|- 2,624 12,500 68 100,001- 500,000 45,405 +|- 23,488 1 1 ,800 26 54,344 +|- 70,723 43,635 86 40,921 +|- 77,726 26,609 31 50,003 +1-8,797 32,327 143 Notes: Excludes systems that have not made major capital improvements in the past five Excludes systems that did not report positive Over 500,000 134,434 +1-777,730 134,434 2 392,845 +1-92,720 273,640 31 154,008 +|- 705,378 61 ,802 9 322,231 +|- 80,497 171,900 42 years. All Sizes 1,089 +|- 269 99 191 18,122 +|- 3,397 1,300 294 3,260 +|- 7,424 380 115 3,724 +|- 572 180 600 revenue or expenses. 201 ------- Table 89 Amount of Major Capital Investment in the Past 5 Years By Ownership (Thousands of Dollars) Ownership Type Public Systems Mean Invested in the Past 5 Years Confidence interval Median Observations Private Systems Mean Invested in the Past 5 Years Confidence interval Median Observations System Service Population Category 100 or Less 217 +|- 159 99 8 33 +I-49 5 19 Data: Q.27 101 - 500 545 +|- 375 92 34 49 +I-26 15 20 Notes: Excludes systems that 501 - 3,300 722 +|- 282 189 96 284 +|- 241 31 24 3,301 - 10,000 1,193 +|- 458 486 46 1,344 +|- 925 922 8 have not made major 10,001 - 50,000 4,703 +1-2,473 2,382 85 2,983 +|- 2, 736 2,581 7 50,001 - 100,000 13,680 +|- 2, 756 12,908 62 12,803 +|- 8,672 3,171 6 100,001- 500,000 47,126 +|- 7,875 31 ,926 133 76,798 +|- 22,085 102,373 10 capital improvements in the past five Over 500,000 331 ,084 +1-84,367 171,900 40 137,250 +1-36,407 137,250 2 years. All Sizes 4,847 +|- 792 361 504 954 +|- 580 30 96 Excludes systems that did not report positive revenue or expenses. 202 ------- Table 90 Percentage of Systems Making Major Capital Investments in the Past 5 Years By Type of Investment and Primary Water Source (Percentage of Systems Funding Each Investment Category) Primary Water Source Primarily Ground Water Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations Primarily Surface Water Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations Primarily Purchased Water Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations All Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations System Service Population Category 100 or Less 0.1 59.8 30.5 30.8 29.5 14.0 3.6 35 0.0 24.9 40.1 72.3 27.5 0.0 5.5 28 0.0 0.0 0.0 0.0 100.0 0.0 0.0 1 0.1 58.6 30.8 32.1 29.5 13.5 3.7 64 Data: Q.27A 101 - 500 2.7 50.5 49.0 25.5 24.7 3.0 5.7 38 0.0 34.8 52.7 51.8 17.0 5.3 7.9 36 0.0 31.7 98.7 17.2 33.2 0.0 1.0 9 2.2 47.1 56.1 25.7 25.5 2.7 5.2 83 501 - 3,300 8.1 50.8 54.7 24.7 35.2 4.7 11.5 62 3.5 20.3 61.7 39.6 34.4 5.8 9.8 49 9.6 9.5 90.5 5.8 19.2 0.0 4.8 21 8.0 38.7 63.4 21.9 31.6 3.8 9.9 132 3,301 - 10,000 1.1 45.7 88.8 33.2 33.3 40.0 17.9 26 16.7 25.0 80.6 69.4 50.0 50.0 25.0 36 17.0 2.2 100.0 10.7 39.3 17.0 17.0 13 8.5 30.0 90.1 34.7 38.3 36.0 19.1 75 10,001 - 50,000 25.3 58.3 84.1 50.8 55.7 42.1 45.0 40 26.7 26.2 90.1 60.9 37.6 26.2 46.2 49 29.2 16.2 84.7 16.1 45.3 44.5 22.6 19 26.6 39.9 85.8 45.0 48.5 38.6 39.9 108 50,001 - 100,000 48.0 71.1 87.7 81.2 77.5 63.1 67.8 21 17.9 34.7 93.2 81.7 65.3 30.3 45.4 39 9.2 5.9 95.4 27.2 26.4 41.5 36.9 23 24.6 37.6 92.2 66.1 58.0 43.5 49.9 83 100,001- 500,000 41.4 57.9 83.0 68.8 69.0 44.9 49.4 36 50.6 59.3 95.3 90.5 68.4 34.1 64.6 94 35.7 50.0 97.4 54.8 71.9 47.1 61.2 36 45.5 57.0 93.1 78.5 69.3 39.1 60.7 166 Over 500,000 66.7 100.0 100.0 100.0 33.3 66.7 66.7 3 52.9 67.6 97.1 97.1 73.5 23.5 91.2 34 49.0 24.5 100.0 49.0 49.0 40.5 41.0 10 52.8 59.0 97.9 85.5 65.2 30.2 77.5 47 All Sizes 5.8 53.2 52.2 29.4 32.6 12.2 11.3 261 16.1 29.5 74.6 60.7 41.3 22.0 28.4 365 12.1 14.6 93.1 12.2 30.3 11.1 10.6 132 8.1 43.9 61.7 30.1 33.2 13.2 13.2 758 Notes: Excludes systems that have not made major capital improvements in the past five years. Table reports the percentage of systems that funded each investment type. It is not the percentage of funds invested in each category. Table 94 reports the percentage of funds invested in each category for the average system. Table 96 reports the percentage of funds invested in each category nationally. 203 ------- Table 91 Percentage of Systems Making Major Capital Investments in the Past 5 Years By Type of Investment and Ownership (Percentage of Systems Funding Each Investment Category) Ownership Type Public Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations Private Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations System Service Population Category 100 or Less 0.6 62.0 22.8 23.9 15.8 0.3 0.9 13 0.0 57.9 32.3 33.7 32.1 16.1 4.2 51 Data: Q.27A 101 - 500 0.0 46.9 56.2 26.5 31.8 0.3 5.1 43 4.4 47.3 56.0 24.9 19.3 5.1 5.2 40 Notes: Excludes systems that 501 - 3,300 8.1 35.1 63.1 16.8 33.5 3.7 7.7 103 7.9 48.5 64.1 35.7 26.5 3.9 15.7 29 3,301 - 10,000 10.3 29.5 89.7 37.4 41.5 39.7 21.9 64 0.0 32.3 91.7 22.2 23.7 19.0 6.4 11 10,001 - 50,000 23.8 38.9 84.7 42.9 47.5 40.7 40.2 99 63.7 53.7 100.0 74.4 62.2 10.0 36.3 9 50,001 - 100,000 25.7 38.1 93.0 66.7 56.7 46.3 51.2 77 8.1 29.7 78.4 56.9 78.4 0.0 29.7 6 100,001- 500,000 42.3 54.9 92.5 77.1 67.1 37.2 62.6 156 80.4 80.4 100.0 93.5 93.5 60.8 39.2 10 have not made major capital improvements in the past five Over 500,000 52.9 57.3 97.9 84.9 65.9 31.5 76.6 45 50.0 100.0 100.0 100.0 50.0 0.0 100.0 2 years. All Sizes 10.3 39.3 68.3 29.0 37.1 15.3 16.5 600 4.6 51.1 51.5 31.8 27.2 9.9 8.1 158 Table reports the percentage of systems that funded each investment type. It is not the percentage of funds invested in each category. Table 95 reports the percentage of funds invested in each category for the average system. Table 97 reports the percentage of funds invested in each category nationally. 204 ------- Table 92 Average Amount of Major Capital Investment Allocated in the Past 5 Years By Type of Investment and Primary Water Source (Thousands of Dollars) Primary Water Source Primarily Ground Water Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations Primarily Surface Water Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations Primarily Purchased Water Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations All Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations System Service Population Category 100 or Less 0 17 20 13 15 1 0 35 0 31 183 240 6 0 0 28 0 0 0 0 15 0 0 1 0 18 25 20 15 1 0 64 Data: Q.27A 101 - 500 0 50 75 23 13 0 1 38 0 40 97 235 34 0 1 36 0 8 908 1 83 0 7 9 0 44 192 31 24 0 2 83 501 - 3,300 5 151 219 54 140 0 3 62 1 34 378 239 129 1 8 49 12 32 455 12 57 0 18 21 6 113 287 62 120 0 7 132 3,301 - 10,000 3 91 423 310 62 11 52 26 6 88 982 1,585 433 11 25 36 2 8 983 2 175 30 15 13 3 69 685 492 168 16 37 75 10,001 - 50,000 22 356 2,033 437 656 10 173 40 53 270 1,776 2,455 587 10 287 49 19 290 4,409 618 512 35 355 19 29 318 2,540 999 604 16 246 108 50,001 - 100,001- 100,000 441 2,556 3,569 3,204 1,249 65 1,902 21 201 895 8,219 4,522 1,839 80 1,494 39 44 59 4,110 284 1,290 65 716 23 229 1,165 5,633 2,917 1,503 71 1,398 83 500,000 555 2,379 12,499 15,268 2,115 60 5,163 36 1,203 3,460 23,526 15,058 2,828 560 7,694 94 622 5,036 23,794 8,833 4,822 235 4,928 36 944 3,562 21,256 13,799 3,095 386 6,581 166 Over 500,000 500 16,213 37,767 11,142 3,717 767 32,284 3 4,537 35,060 156,023 108,680 12,660 1,317 54,836 34 2,700 2,802 96,312 12,702 37,024 1,055 12,645 10 3,854 26,112 134,579 79,628 18,062 1,221 43,255 47 All Sizes 10 134 364 182 122 3 67 261 226 1,212 6,629 4,863 877 85 2,021 365 37 176 2,262 346 473 22 250 132 39 266 1,409 751 269 16 323 758 Notes: Excludes systems that have not made major capital improvements in the past five years. 205 ------- Table 93 Average Amount of Major Capital Investment Allocated in the Past 5 Years By Type of Investment and Ownership (Thousands of Dollars) Ownership Type Public Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations Private Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations System Service Population Category 100 or Less 0 89 57 86 11 1 0 13 0 4 19 8 15 0 0 51 Data: Q.27A 101 - 500 0 68 351 53 40 0 3 43 0 20 36 9 8 0 0 40 Notes: Excludes systems that 501 - 3,300 8 129 339 72 154 0 8 103 2 70 147 35 30 1 4 29 3,301 - 10,000 4 48 637 479 183 15 43 64 0 165 908 555 102 20 10 11 10,001 - 50,000 30 331 2,600 1,049 592 17 251 99 19 130 1,731 324 762 1 177 9 50,001 - 100,000 240 1,043 5,494 3,072 1,555 76 1,443 77 61 3,063 7,797 501 688 0 693 6 100,001- 500,000 990 3,729 18,582 13,748 3,072 137 6,873 156 446 1,739 50,410 14,349 3,347 3,108 3,400 10 have not made major capital improvements in the past five Over 500,000 3,990 26,438 138,314 81 ,591 18,807 1,273 43,556 45 662 18,497 47,381 33,813 664 0 36,233 2 years. All Sizes 63 402 2,103 1,168 413 18 512 600 3 56 341 109 47 12 32 158 206 ------- Table 94 Allocation of Major Capital Investments of Average Systems In the Past 5 Years By Type of Investment and Primary Water Source (Percentage of Funds Allocated to Each Investment Category) Primary Water Source Primarily Ground Water Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations Primarily Surface Water Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations Primarily Purchased Water Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations All Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations System Service Population Category 100 or Less 0.0 43.2 14.5 17.3 15.7 9.0 0.4 35 0.0 12.5 26.9 53.0 4.8 0.0 2.8 28 0.0 0.0 0.0 0.0 100.0 0.0 0.0 1 0.0 42.2 14.9 18.4 15.4 8.7 0.4 64 Data: Q.27A 101 - 500 0.0 36.1 34.7 13.8 12.2 0.3 2.9 38 0.0 16.6 35.9 33.9 8.8 0.0 4.8 36 0.0 4.4 80.1 1.5 13.3 0.0 0.7 9 0.0 30.7 41.1 13.1 12.2 0.2 2.7 83 501 - 3,300 2.0 31.1 35.4 11.0 15.6 0.5 4.4 62 0.1 14.1 41.4 25.6 14.8 2.4 1.7 49 0.4 5.5 83.2 0.6 9.5 0.0 0.8 21 1.4 23.8 46.6 10.0 14.2 0.6 3.3 132 3,301 - 10,000 0.1 14.3 52.2 13.7 8.4 5.0 6.4 26 1.2 7.7 36.9 34.0 17.7 0.9 1.7 36 0.1 1.2 80.2 0.2 13.6 2.3 2.5 13 0.3 9.5 56.4 14.3 11.7 3.4 4.4 75 10,001 - 50,000 1.8 16.4 43.8 10.0 12.4 6.7 8.9 40 2.4 3.4 48.9 26.1 9.4 2.5 7.2 49 14.1 0.5 56.8 8.0 15.2 1.4 4.0 19 5.0 9.2 48.2 13.7 12.3 4.3 7.3 108 50,001 - 100,000 2.6 16.5 27.9 22.1 12.7 4.9 13.3 21 0.7 3.0 49.7 25.2 11.4 0.8 9.2 39 0.2 1.4 71.5 3.5 14.5 0.6 8.3 23 1.1 6.6 49.2 18.1 12.7 2.0 10.2 83 100,001- 500,000 1.5 9.8 41.0 23.5 10.4 3.4 10.4 36 2.1 7.2 42.3 29.6 5.5 0.9 12.4 94 1.1 10.2 56.6 11.9 7.8 0.9 11.4 36 1.8 8.4 45.0 24.6 7.0 1.4 11.8 166 Over 500,000 0.6 9.2 38.2 26.0 1.4 0.5 24.1 3 1.1 6.4 43.6 29.2 3.6 0.4 15.7 34 1.2 1.0 68.8 12.7 11.5 0.7 4.1 10 1.1 5.3 49.4 25.0 5.4 0.5 13.3 47 All Sizes 0.8 33.0 32.0 13.6 13.9 3.3 3.5 261 1.0 9.4 41.5 29.9 11.8 1.5 4.9 365 2.1 3.9 77.5 2.1 11.9 0.6 2.0 132 1.0 25.3 40.8 13.5 13.3 2.6 3.4 758 Notes: Excludes systems that have not made major capital improvements in the past five years. Table reports the percentage of funds invested in each category for the average system. It is not the percentage of funds invested in each category nationally or the percentage of systems that funded each investment category. Table 90 reports the percentage of systems that funded each investment category. Table 96 reports the percentage of funds invested in each category nationally. 207 ------- Table 95 Allocation of Major Capital Investments of Average Systems in the Past 5 Years By Type of Investment and Ownership (Percentage of Funds Allocated to Each Investment Category) Ownership Type Public Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations Private Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations All Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations System Service 100 or Less 0.0 58.2 4.0 22.6 15.0 0.0 0.2 13 0.0 39.0 17.0 17.6 15.5 10.4 0.5 51 0.0 42.2 14.9 18.4 15.4 8.7 0.4 64 Data: Q.27A 101 - 500 0.0 32.3 38.4 14.5 14.3 0.0 0.5 43 0.0 29.1 43.8 11.7 10.1 0.4 4.9 40 0.0 30.7 41.1 13.1 12.2 0.2 2.7 83 Notes: Excludes systems that 501 - 3,300 0.7 23.5 45.8 9.9 15.6 0.8 3.7 103 3.4 24.5 48.9 10.3 10.3 0.1 2.5 29 1.4 23.8 46.6 10.0 14.2 0.6 3.3 132 Population Category 3,301 - 10,001 - 10,000 0.4 8.3 54.7 14.7 12.9 4.0 5.0 64 0.0 14.9 64.3 12.7 6.2 0.6 1.4 11 0.3 9.5 56.4 14.3 11.7 3.4 4.4 75 50,000 5.1 9.6 48.0 13.7 11.6 4.7 7.4 99 3.3 4.3 51.0 13.3 21.5 0.1 6.4 9 5.0 9.2 48.2 13.7 12.3 4.3 7.3 108 50,001 - 100,001- 100,000 1.2 6.7 48.7 18.7 11.9 2.1 10.7 77 0.1 6.6 57.5 8.3 24.9 0.0 2.6 6 1.1 6.6 49.2 18.1 12.7 2.0 10.2 83 500,000 1.9 8.9 43.4 25.2 7.2 1.3 12.2 156 0.5 2.6 62.7 18.4 5.1 3.1 7.5 10 1.8 8.4 45.0 24.6 7.0 1.4 11.8 166 have not made major capital improvements in the past five Over 500,000 1.1 5.0 49.9 25.2 5.6 0.5 12.7 45 0.4 12.3 37.8 20.2 0.7 0.0 28.7 2 1.1 5.3 49.4 25.0 5.4 0.5 13.3 47 years. All Sizes 1.2 21.9 43.9 13.4 14.0 1.6 4.0 600 0.9 30.6 36.0 13.7 12.2 4.1 2.5 158 1.0 25.3 40.8 13.5 13.3 2.6 3.4 758 208 ------- Table 96 Allocation of Major Capital Investments Nationally In the Past 5 Years By Type of Investment and Primary Water Source (Percentage of Funds Allocated to Each Investment Category) Primary Water Source Primarily Ground Water Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations Primarily Surface Water Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations Primarily Purchased Water Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations All Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations System Service Population Category 100 or Less 0.0 26.2 29.9 20.0 22.8 0.9 0.1 35 0.0 6.7 39.8 52.2 1.3 0.0 0.0 28 0.0 0.0 0.0 0.0 100.0 0.0 0.0 1 0.0 22.5 31.8 26.1 18.7 0.8 0.1 64 Data: Q.27A 101 - 500 0.0 30.8 46.2 14.3 8.0 0.2 0.5 38 0.0 9.8 23.8 57.7 8.4 0.0 0.3 36 0.0 0.8 90.1 0.1 8.2 0.0 0.7 9 0.0 14.9 65.6 10.6 8.2 0.1 0.6 83 501 - 3,300 0.9 26.4 38.2 9.4 24.4 0.1 0.5 62 0.1 4.3 47.9 30.3 16.3 0.1 1.0 49 2.1 5.4 77.6 2.1 9.7 0.0 3.1 21 1.1 19.0 48.1 10.5 20.2 0.1 1.2 132 3,301 - 10,000 0.3 9.6 44.4 32.6 6.5 1.1 5.5 26 0.2 2.8 31.4 50.6 13.8 0.4 0.8 36 0.2 0.7 80.8 0.2 14.4 2.5 1.3 13 0.2 4.7 46.6 33.5 11.5 1.1 2.5 75 10,001 - 50,000 0.6 9.6 55.2 11.9 17.8 0.3 4.7 40 1.0 5.0 32.7 45.1 10.8 0.2 5.3 49 0.3 4.6 70.7 9.9 8.2 0.6 5.7 19 0.6 6.7 53.5 21.0 12.7 0.3 5.2 108 50,001 - 100,000 3.4 19.7 27.5 24.7 9.6 0.5 14.6 21 1.2 5.2 47.6 26.2 10.7 0.5 8.7 39 0.7 0.9 62.6 4.3 19.6 1.0 10.9 23 1.8 9.0 43.6 22.6 11.6 0.6 10.8 83 100,001- 500,000 1.5 6.3 32.9 40.1 5.6 0.2 13.6 36 2.2 6.4 43.3 27.7 5.2 1.0 14.2 94 1.3 10.4 49.3 18.3 10.0 0.5 10.2 36 1.9 7.2 42.8 27.8 6.2 0.8 13.3 166 Over 500,000 0.5 15.8 36.9 10.9 3.6 0.7 31.5 3 1.2 9.4 41.8 29.1 3.4 0.4 14.7 34 1.6 1.7 58.3 7.7 22.4 0.6 7.7 10 1.3 8.5 43.9 26.0 5.9 0.4 14.1 47 All Sizes 1.1 15.2 41.3 20.7 13.9 0.3 7.5 261 1.4 7.6 41.7 30.6 5.5 0.5 12.7 365 1.0 4.9 63.4 9.7 13.3 0.6 7.0 132 1.3 8.7 45.9 24.4 8.7 0.5 10.5 758 Notes: Excludes systems that have not made major capital improvements in the past five years. Table reports the percentage of funds invested in each category nationally. It is not the percentage of funds invested in each category for the average system or the percentage of systems that funded each investment category. Table 90 reports the percentage of systems that funded each investment category. Table 94 reports the percentage of funds invested in each category for the average system. 209 ------- Table 97 Allocation of Major Capital Investments Nationally in the Past 5 Years By Type of Investment and Ownership (Percentage of Funds Allocated to Each Investment Category) Ownership Type Public Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations Private Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations All Systems Land Water Source Transmission and Distribution System Treatment Storage Security Other Observations System Service 100 or Less 0.0 36.3 23.2 35.1 4.6 0.5 0.2 13 0.0 8.2 40.6 16.9 33.2 1.1 0.0 51 0.0 22.5 31.8 26.1 18.7 0.8 0.1 64 Data: Q.27A Notes: Excludes sysl 101 - 500 0.0 13.2 68.1 10.4 7.7 0.0 0.6 43 0.1 26.7 48.5 12.4 11.4 0.6 0.2 40 0.0 14.9 65.6 10.6 8.2 0.1 0.6 83 501 - 3,300 1.1 18.2 47.6 10.2 21.7 0.0 1.1 103 0.7 24.4 50.9 12.2 10.3 0.2 1.3 29 1.1 19.0 48.1 10.5 20.2 0.1 1.2 132 Population Category 3,301 - 10,001 - 10,000 0.3 3.4 45.2 34.0 13.0 1.1 3.0 64 0.0 9.4 51.6 31.5 5.8 1.1 0.6 11 0.2 4.7 46.6 33.5 11.5 1.1 2.5 75 50,000 0.6 6.8 53.4 21.5 12.2 0.3 5.2 99 0.6 4.1 55.1 10.3 24.2 0.0 5.6 9 0.6 6.7 53.5 21.0 12.7 0.3 5.2 108 ems that have not made major capital impro 50,001 - 100,001- 100,000 500,000 1.9 8.1 42.5 23.8 12.0 0.6 11.2 77 0.5 23.9 60.9 3.9 5.4 0.0 5.4 6 1.8 9.0 43.6 22.6 11.6 0.6 10.8 83 vements in the 2.1 7.9 39.4 29.2 6.5 0.3 14.6 156 0.6 2.3 65.6 18.7 4.4 4.0 4.4 10 1.9 7.2 42.8 27.8 6.2 0.8 13.3 166 oast five Over 500,000 1.3 8.4 44.1 26.0 6.0 0.4 13.9 45 0.5 13.5 34.5 24.6 0.5 0.0 26.4 2 1.3 8.5 43.9 26.0 5.9 0.4 14.1 47 years. All Sizes 1.3 8.6 44.9 25.0 8.8 0.4 11.0 600 0.5 9.3 56.8 18.3 7.8 2.1 5.4 158 1.3 8.7 45.9 24.4 8.7 0.5 10.5 758 Table reports the percentage of funds invested in each category nationally. It is not the percentage of funds invested in each category for the average system or the percentage of systems that funded each investment category. Table 91 reports the percentage of systems that funded each investment category. Table 95 reports the percentage of funds invested in each category for the average system. 210 ------- Table 98 Percentage of Systems Making Major Capital Investments in the Past 5 Years By Investment Purpose and Ownership (Percentage of Systems Funding Each Investment Category) Ownership Type Public Systems Compliance with Regulations Replacement or Major Repair System Expansion Observations Private Systems Compliance with Regulations Replacement or Major Repair System Expansion Observations All Systems Compliance with Regulations Replacement or Major Repair System Expansion Observations System Service Population Category 100 or Less 62.4 57.3 1.6 12 27.5 76.9 11.1 51 32.9 74.0 9.7 63 Data: Q.27B Notes: Excludes sysl 101 - 500 8.9 77.0 36.8 44 44.4 56.3 24.6 39 26.0 67.1 30.9 83 501 - 3,300 22.8 64.9 44.5 102 14.8 74.3 43.1 30 20.7 67.4 44.1 132 3,301 - 10,000 36.9 78.6 76.3 66 50.9 51.3 64.9 11 39.3 74.1 74.4 77 10,001 - 50,000 51.5 83.7 77.4 91 23.9 21.9 100.0 8 49.9 80.1 78.7 99 ems that have not made major capital impro 50,001 - 100,000 49.7 82.0 78.1 64 0.0 70.4 100.0 4 47.1 81.4 79.3 68 100,001- 500,000 49.3 87.3 83.8 97 50.0 100.0 50.0 2 49.3 87.6 83.2 99 Over 500,000 61.4 96.9 80.5 29 * * * * 61.4 96.9 80.5 29 All Sizes 28.9 72.6 51.5 505 30.7 68.2 26.4 145 29.6 70.9 41.5 650 vements in the past five years. Table reports the percentage of systems that funded each investment category. It is not the percentage of funds invested in each category. Table 100 reports the percentage of funds invested in each category for the average system. Table 101 reports the percentage of funds invested in each category nationally. 211 ------- Table 99 Amount of Major Capital Investment Allocated in the Past 5 Years By Investment Purpose and Ownership (Thousands of Dollars) Ownership Type Public Systems Compliance with Regulations Replacement or Major Repair System Expansion Observations Private Systems Compliance with Regulations Replacement or Major Repair System Expansion Observations All Systems Compliance with Regulations Replacement or Major Repair System Expansion Observations System Service Population Category 100 or Less 46 96 76 12 4 16 26 49 11 29 34 61 Data: Q.27 101 - 500 10 178 327 43 37 23 23 37 23 105 185 80 Notes: Excludes systems that 501 - 3,300 91 190 436 100 21 134 120 28 72 176 352 128 3,301 - 10,000 175 371 750 61 743 168 862 10 275 335 770 71 10,001 - 50,000 451 1,661 3,060 89 38 218 3,052 8 426 1,574 3,059 97 50,001 - 100,000 2,481 4,910 5,055 63 0 6,229 8,118 4 2,348 4,981 5,220 67 100,001- 500,000 4,439 15,812 25,376 95 9,536 10,527 4,059 2 4,535 15,713 24,976 97 have not made major capital improvements in the past five Over 500,000 20,880 136,720 134,942 29 * * * * 20,880 136,720 134,942 29 years. All Sizes 346 1,330 1,860 492 58 75 148 138 234 843 1,195 630 212 ------- Table 100 Allocation of Major Capital Investments of Average Systems in the Past 5 Years By Investment Purpose and Ownership (Percentage of Funds Allocated to Each Investment Category) Ownership Type Public Systems Compliance with Regulations Replacement or Major Repair System Expansion Observations Private Systems Compliance with Regulations Replacement or Major Repair System Expansion Observations All Systems Compliance with Regulations Replacement or Major Repair System Expansion Observations System Service Population Category 100 or Less 1.4 56.3 42.3 12 7.8 72.2 19.9 49 6.8 69.6 23.6 61 Data: Q.27B Notes: Excludes syst 101 - 500 28.5 70.3 1.2 43 17.8 52.1 30.2 37 23.5 61.8 14.8 80 sms that 501 - 3,300 38.1 51.3 10.7 100 34.8 57.7 7.5 28 37.2 53.0 9.8 128 have not made 3,301 - 10,000 50.5 41.6 8.0 61 41.0 25.9 33.1 10 48.8 38.8 12.4 71 10,001 - 50,000 48.1 42.5 9.4 89 89.5 9.2 1.3 8 50.6 40.5 8.9 97 50,001 - 100,000 41.9 44.3 13.8 63 50.9 49.1 0.0 4 42.4 44.6 13.1 67 100,001- 500,000 44.4 43.6 12.0 95 25.5 45.0 29.5 2 44.1 43.6 12.4 97 Over 500,000 41.1 47.3 11.6 29 * * * * 41.1 47.3 11.6 29 All Sizes 37.5 52.7 9.8 492 19.9 59.7 20.3 138 30.7 55.5 13.9 630 major capital improvements in the past five years. Table reports the percentage of funds invested in each category for the average system. It is not the percentage of funds invested in each category nationally or the percentage of systems that funded each investment category. Table 98 reports the percentage of systems that funded each investment category. Table 101 reports the percentage of funds invested in each category nationally. 213 ------- Table 101 Allocation of Major Capital Investments Nationally in the Past 5 Years By Investment Purpose and Ownership (Percentage of Funds Allocated to Each Investment Category) Ownership Type Public Systems Compliance with Regulations Replacement or Major Repair System Expansion Observations Private Systems Compliance with Regulations Replacement or Major Repair System Expansion Observations All Systems Compliance with Regulations Replacement or Major Repair System Expansion Observations System Service Population Category 100 or Less 21.2 44.1 34.7 12 8.4 34.9 56.7 49 14.5 39.3 46.2 61 101 - 500 1.9 34.6 63.5 43 44.8 27.2 28.0 37 7.2 33.7 59.1 80 501 - 3,300 12.6 26.5 60.8 100 7.7 48.7 43.6 28 12.0 29.2 58.7 128 3,301 - 10,000 13.5 28.6 57.9 61 41.9 9.5 48.6 10 19.9 24.3 55.8 71 10,001 - 50,000 8.7 32.1 59.2 89 1.2 6.6 92.3 8 8.4 31.1 60.5 97 50,001 - 100,000 19.9 39.5 40.6 63 0.0 43.4 56.6 4 18.7 39.7 41.6 67 100,001- 500,000 9.7 34.7 55.6 95 39.5 43.6 16.8 2 10.0 34.7 55.2 97 Over 500,000 7.1 46.7 46.1 29 * * * 7.1 46.7 46.1 29 All Sizes 9.8 37.6 52.6 492 20.6 26.7 52.8 138 10.3 37.1 52.6 630 Data: Q.27B Notes: Excludes systems that have not made major capital improvements in the past five years. Table reports the percentage of funds invested in each category nationally. It is not the percentage of funds invested in each category for the average system or the percentage of systems that funded each investment category. Table 98 reports the percentage of systems that funded each investment category. Table 100 reports the percentage of funds invested in each category for the average system. 214 ------- Table 102 Percentage of Systems Acquiring Capital Funds from Each Source in the Past 5 Years By Source of Funds and Ownership (Percentage of Systems Using Each Source of Funds) Ownership Type Public Systems Current Revenues Equity or other funds from private investors Borrowing from private sector sources Department of Homeland Security grants Other government grants DWSRF principal repayment forgiveness DWSRF Loans Other borrowing from public sector sources Other Observations Private Systems Current Revenues Equity or other funds from private investors Borrowing from private sector sources Department of Homeland Security grants Other government grants DWSRF principal repayment forgiveness DWSRF Loans Other borrowing from public sector sources Other Observations All Systems Current Revenues Equity or other funds from private investors Borrowing from private sector sources Department of Homeland Security grants Other government grants DWSRF principal repayment forgiveness DWSRF Loans Other borrowing from public sector sources Other Observations 100 or Less 58.5 0.5 0.3 0.0 39.9 0.0 0.6 19.1 0.0 13 59.7 11.5 3.6 0.0 4.1 0.0 0.0 0.1 16.7 51 59.5 9.7 3.1 0.0 9.9 0.0 0.1 3.2 14.0 64 Data: Q.27C 101 - 500 64.9 0.3 15.0 0.0 34.8 0.3 20.0 9.1 5.5 43 83.8 13.4 1.4 0.0 9.3 0.0 0.0 4.4 6.4 40 74.4 6.9 8.1 0.0 22.0 0.1 10.0 6.8 6.0 83 System 501 - 3 Service Population Category 301 - 3,300 10,000 48.3 3.4 12.0 1.5 29.9 3.9 24.6 7.2 4.1 103 73.1 23.7 21.7 0.0 3.9 0.0 0.8 7.9 8.6 29 55.0 9.0 14.6 1.1 22.8 2.8 18.1 7.4 5.3 132 74.5 8.8 23.9 2.8 28.5 0.0 19.2 7.5 10.7 64 72.8 3.2 29.1 0.0 0.0 0.0 39.5 12.5 0.0 11 74.2 7.8 24.9 2.3 23.5 0.0 22.8 8.4 8.8 75 Notes: Excludes systems that have not made major capital improvements in the past five years. 10,001 - 50,000 77.1 2.5 22.2 5.4 15.2 0.0 9.5 8.6 5.2 99 53.3 0.0 10.0 0.0 24.1 0.0 10.0 22.6 0.0 9 75.4 2.4 21.4 5.1 15.8 0.0 9.6 9.6 4.8 108 50,001 - 100,000 75.1 3.8 28.6 5.9 23.7 0.0 15.5 18.0 14.9 77 51.3 21.6 21.6 0.0 0.0 0.0 8.1 8.1 21.6 6 73.7 4.9 28.1 5.6 22.2 0.0 15.1 17.5 15.3 83 100,001- 500,000 63.6 3.1 41.4 5.1 15.0 0.0 12.9 11.6 8.6 156 13.1 13.1 13.1 6.5 0.0 0.0 60.8 0.0 54.3 10 59.3 3.9 39.1 5.2 13.8 0.0 16.9 10.6 12.4 166 Over 500,000 55.3 0.0 35.7 8.6 21.5 0.0 19.1 8.6 4.2 45 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 2 53.1 2.1 36.3 8.2 20.6 0.0 18.3 8.2 4.0 47 All Sizes 61.1 3.2 16.5 2.1 28.5 1.6 19.0 8.9 5.7 600 70.8 14.5 8.5 0.0 5.9 0.0 2.4 4.2 10.6 158 64.9 7.7 13.4 1.3 19.6 1.0 12.5 7.0 7.6 758 Systems can fund by more than one source, therefore column totals may be greater than or less than 100. A small number of privately owned systems serving populations of 3,301-10,000 and 100,001-500,000 relied heavily on the DWSRF. They have a large impact on the results; therefore, they are not included in the analysis in volume I. 215 ------- Table 103 Amount of Capital Funds Acquired from Each Source in the Past 5 Years By Source of Funds and Ownership (Thousands of Dollars) Ownership Type Public Systems Current Revenues Equity or other funds from private investors Borrowing from private sector sources Department of Homeland Security grants Other government grants DWSRF principal repayment forgiveness DWSRF Loans Other borrowing from public sector sources Other Observations Private Systems Current Revenues Equity or other funds from private investors Borrowing from private sector sources Department of Homeland Security grants Other government grants DWSRF principal repayment forgiveness DWSRF Loans Other borrowing from public sector sources Other Observations All Systems Current Revenues Equity or other funds from private investors Borrowing from private sector sources Department of Homeland Security grants Other government grants DWSRF principal repayment forgiveness DWSRF Loans Other borrowing from public sector sources Other Observations System Service 100 or Less 93 76 20 0 19 0 0 37 0 13 4 29 1 0 11 0 0 0 5 48 19 37 4 0 12 0 0 6 4 61 Data: Q.27C 101 - 500 44 0 109 0 201 2 114 40 5 43 17 5 3 0 36 0 0 6 6 39 30 3 56 0 118 1 57 23 5 82 Notes: Excludes systems that have not made major capital improvements 501 - 3,301 - 3,300 45 121 48 1 124 21 214 136 23 97 74 71 33 0 42 0 0 64 5 29 53 107 43 0 101 15 154 116 18 126 in the past five 10,000 372 13 225 1 380 0 296 94 69 61 336 14 540 0 0 0 797 87 0 10 366 13 283 1 310 0 388 93 56 71 years. Population Category 10,001 - 50,000 3,009 12 764 17 339 0 533 300 25 86 1,567 0 261 0 161 0 169 1,150 0 8 2,922 12 734 16 328 0 511 351 23 94 50,001 - 100,001- 100,000 5,001 190 2,479 72 1,775 0 884 1,101 1,035 63 2,603 845 1,763 0 0 0 1,524 3,919 2,330 5 4,860 229 2,436 68 1,670 0 922 1,268 1,112 68 500,000 20,300 110 15,962 22 844 0 2,033 3,168 3,024 108 3,022 2,823 2,233 1 0 0 37,700 0 41 ,358 6 18,792 347 1 4,764 20 770 0 5,145 2,892 6,369 114 Over 500,000 62,674 0 172,373 374 4,599 0 25,075 35,836 204 29 0 55,003 40,356 0 0 0 0 0 0 1 60,700 1,733 168,214 362 4,454 0 24,285 34,707 197 30 All Sizes 1,258 64 1,245 7 273 9 389 354 107 500 75 51 56 0 28 0 144 46 123 146 786 59 770 4 175 6 291 231 113 646 A small number of privately owned systems serving populations of 3,301-10,000 and 100,001-500,000 relied heavily on the DWSRF. They have a large impact on the results; therefore, they are not included in the analysis in volume I. 216 ------- Table 104 Allocation of Sources of Funds for Major Capital Investments of the Average System in the Past 5 Years By Source of Funds and Ownership (Percentage of Funds from Each Source) Ownership Type Public Systems Current Revenues Equity or other funds from private investors Borrowing from private sector sources Department of Homeland Security grants Other government grants DWSRF principal repayment forgiveness DWSRF Loans Other borrowing from public sector sources Other Observations Private Systems Current Revenues Equity or other funds from private investors Borrowing from private sector sources Department of Homeland Security grants Other government grants DWSRF principal repayment forgiveness DWSRF Loans Other borrowing from public sector sources Other Observations All Systems Current Revenues Equity or other funds from private investors Borrowing from private sector sources Department of Homeland Security grants Other government grants DWSRF principal repayment forgiveness DWSRF Loans Other borrowing from public sector sources Other Observations System Service Population Category 100 or Less 42.5 0.5 0.3 0.0 39.9 0.0 0.6 16.3 0.0 13 64.8 10.5 2.0 0.0 4.5 0.0 0.0 0.1 18.1 48 60.9 8.8 1.7 0.0 10.6 0.0 0.1 2.9 15.0 61 Data: Q.27C 101 - 500 50.7 0.2 11.8 0.0 22.4 0.1 11.5 1.8 1.4 43 71.6 13.3 1.3 0.0 7.3 0.0 0.0 0.7 5.9 39 61.2 6.8 6.5 0.0 14.8 0.1 5.7 1.3 3.7 82 501 - 3,300 36.9 3.0 11.3 0.5 18.6 0.7 19.6 7.2 2.2 97 50.4 17.6 17.5 0.0 1.6 0.0 0.2 5.3 7.4 29 40.7 7.1 13.0 0.4 13.8 0.5 14.1 6.6 3.7 126 3,301 - 10,000 54.5 1.0 13.2 0.0 13.5 0.0 7.8 3.6 6.2 61 37.3 1.0 23.1 0.0 0.0 0.0 32.1 6.5 0.0 10 51.4 1.0 15.0 0.0 11.0 0.0 12.3 4.1 5.0 71 Notes: Excludes systems that have not made major capital improvements in the past five years 10,001 - 50,000 67.4 0.3 16.2 0.2 4.3 0.0 7.3 3.8 0.4 86 52.1 0.0 8.4 0.0 3.6 0.0 10.2 25.7 0.0 8 66.4 0.3 15.8 0.2 4.3 0.0 7.5 5.2 0.4 94 50,001 - 100,001- 100,000 49.3 1.9 20.3 0.5 11.4 0.0 6.8 6.1 3.6 63 46.0 26.6 7.5 0.0 0.0 0.0 2.8 7.2 9.9 5 49.1 3.3 19.6 0.5 10.7 0.0 6.5 6.2 4.0 68 500,000 54.1 0.6 27.8 1.0 1.7 0.0 5.3 5.3 4.1 108 5.4 8.7 6.9 0.0 0.0 0.0 38.5 0.0 40.4 6 49.9 1.3 26.0 1.0 1.6 0.0 8.2 4.8 7.2 114 Over 500,000 All 43.6 0.0 38.7 0.1 6.4 0.0 6.1 4.8 0.2 29 0.0 57.7 42.3 0.0 0.0 0.0 0.0 0.0 0.0 1 42.2 1.8 38.9 0.1 6.2 0.0 6.0 4.6 0.2 30 Sizes 47.4 1.6 12.4 0.3 17.3 0.3 13.0 5.5 2.3 500 61.9 12.6 6.6 0.0 4.5 0.0 1.7 2.2 10.5 146 53.2 6.0 10.1 0.2 12.2 0.2 8.5 4.2 5.5 646 Table reports the percentage of funds acquired from each source on average by each system. It is not the percentage of funds acquired from each category for the nation and the aggregate. That number is reported in Table 105. A small number of privately owned systems serving populations of 3,301-10,000 and 100,001-500,000 relied heavily on the DWSRF. They have a large impact on the results; therefore, they are not included in the analysis in volume I. 217 ------- Table 105 Allocation of Sources of Funds for Major Capital Investments Nationally in the Past 5 Years By Source of Funds and Ownership (Percentage of Funds from Each Source) Ownership Type Public Systems Current Revenues Equity or other funds from private investors Borrowing from private sector sources Department of Homeland Security grants Other government grants DWSRF principal repayment forgiveness DWSRF Loans Other borrowing from public sector sources Other Observations Private Systems Current Revenues Equity or other funds from private investors Borrowing from private sector sources Department of Homeland Security grants Other government grants DWSRF principal repayment forgiveness DWSRF Loans Other borrowing from public sector sources Other Observations All Systems Current Revenues Equity or other funds from private investors Borrowing from private sector sources Department of Homeland Security grants Other government grants DWSRF principal repayment forgiveness DWSRF Loans Other borrowing from public sector sources Other Observations System Service Population Category 100 or Less 38.0 30.9 8.2 0.0 7.9 0.0 0.0 15.0 0.0 13 7.3 58.6 1.2 0.0 22.6 0.0 0.0 0.0 10.3 48 23.0 44.4 4.8 0.0 15.1 0.0 0.0 7.7 5.0 61 Data: Q.27 101 - 500 8.6 0.1 21.2 0.0 38.9 0.4 22.1 7.7 1.0 43 22.9 7.4 4.5 0.0 49.1 0.0 0.0 7.8 8.3 39 10.4 1.0 19.1 0.0 40.2 0.4 19.3 7.7 1.9 82 501 - 3,300 6.1 16.6 6.5 0.1 17.0 2.9 29.3 18.5 3.1 97 25.4 24.4 11.3 0.0 14.7 0.0 0.1 22.2 1.8 29 8.7 17.6 7.1 0.1 16.6 2.5 25.4 19.0 2.9 126 3,301 - 10,000 25.6 0.9 15.5 0.1 26.2 0.0 20.4 6.5 4.8 61 19.0 0.8 30.4 0.0 0.0 0.0 44.9 4.9 0.0 10 24.2 0.9 18.7 0.1 20.6 0.0 25.7 6.2 3.7 71 Notes: Excludes systems that have not made major capital improvements in the past five years 10,001 - 50,000 60.2 0.2 15.3 0.3 6.8 0.0 10.7 6.0 0.5 86 47.4 0.0 7.9 0.0 4.9 0.0 5.1 34.8 0.0 8 59.7 0.2 15.0 0.3 6.7 0.0 10.4 7.2 0.5 94 50,001 - 100,001- 100,000 39.9 1.5 19.8 0.6 14.2 0.0 7.1 8.8 8.3 63 20.0 6.5 13.6 0.0 0.0 0.0 11.7 30.2 17.9 5 38.7 1.8 19.4 0.5 13.3 0.0 7.3 10.1 8.8 68 500,000 44.7 0.2 35.1 0.0 1.9 0.0 4.5 7.0 6.7 108 3.5 3.2 2.6 0.0 0.0 0.0 43.3 0.0 47.5 6 38.3 0.7 30.1 0.0 1.6 0.0 10.5 5.9 13.0 114 Over 500,000 All 20.8 0.0 57.2 0.1 1.5 0.0 8.3 11.9 0.1 29 0.0 57.7 42.3 0.0 0.0 0.0 0.0 0.0 0.0 1 20.6 0.6 57.1 0.1 1.5 0.0 8.2 11.8 0.1 30 Sizes 34.0 1.7 33.6 0.2 7.4 0.2 10.5 9.5 2.9 500 14.4 9.7 10.6 0.0 5.4 0.0 27.6 8.8 23.5 146 32.3 2.4 31.6 0.2 7.2 0.2 12.0 9.5 4.7 646 Table reports the percentage of funds acquired from each source for the nation and the aggregate. It is not the percentage of funds acquired from each category on average by each system. That number is reported in Table 104. A small number of privately owned systems serving populations of 3,301-10,000 and 100,001-500,000 relied heavily on the DWSRF. They have a large impact on the results; therefore, they are not included in the analysis in volume I. 218 ------- Table 106 Average Interest Rates for Capital Funds By Ownership and Lender Ownership Type Public Systems DWSRF Other Public Sector Private Sector Other Observations Private Systems DWSRF Other Public Sector Private Sector Other Observations All Systems DWSRF Other Public Sector Private Sector Other Observations System Service Population Category 100 or Less 1.0 0.5 5.0 * 4 * 3.1 * 6.0 3 1.0 1.9 5.0 6.0 7 Data: Q.27 Notes: 101 - 500 2.4 4.4 4.2 * 12 * 4.5 7.7 10.0 6 2.4 4.4 4.8 10.0 18 501 - 3,300 1.8 3.8 4.7 0.0 37 1.5 5.5 6.7 * 8 1.8 4.5 5.5 0.0 45 3,301 - 10,000 3.3 3.1 4.9 4.5 25 6.0 4.6 6.0 * 8 4.3 3.6 5.3 4.5 33 10,001 - 50,000 3.5 3.9 4.5 4.8 39 6.4 5.3 4.3 * 3 3.5 3.9 4.5 4.8 42 50,001 - 100,000 2.9 4.3 4.4 4.9 31 0.8 4.8 7.5 0.0 2 2.8 4.4 4.6 2.3 33 100,001- 500,000 3.2 3.3 4.3 1.4 61 6.2 4.6 5.8 0.0 6 4.2 3.3 4.3 1.4 67 Over 500,000 3.1 4.0 4.6 1.0 19 * * 6.2 * 1 3.1 4.0 4.7 20 All Sizes 2.3 3.5 4.6 3.9 228 5.6 4.4 6.5 5.9 37 2.6 3.8 5.2 4.3 265 219 ------- Table 107 Percentage of Systems with Asset Management Plans or other Formal Written Strategy for Infrastructure Rehabilitation and Replacement By Ownership Ownership Type Public Systems Percentage of Systems Confidence Interval Observations Private Systems Percentage of Systems Confidence Interval Observations All Systems Percentage of Systems Confidence Interval Observations System Service Population Category 100 or Less 24.6 +|- 23.6 27 9.8 +|- 6.9 118 11.7 +|- 6.6 145 Data: Q.28 Notes: 101 - 500 38.5 +|- 13.5 84 17.2 +|- 8.6 111 25.4 +|- 7.7 195 501 - 3,300 31.1 +|- 9.2 181 13.6 +|- -72.6 56 26.3 +|- 8.0 237 3,301 - 10,000 24.0 +|- 8.4 127 26.5 +|- -77.9 27 24.6 +|- 7.6 154 10,001 - 50,000 33.2 +|- 8.6 156 14.8 +|- 20.3 20 31.7 +|- 8. 1 176 50,001 - 100,000 39.1 +|- -70.3 111 17.9 +|- 20.0 13 37.1 +|- 9.6 124 100,001- 500,000 32.0 +|- 4.9 204 10.5 +I-9.-7 21 29.4 +I-4.7 225 Over 500,000 38.7 +|- 8.9 52 12.2 +|- -76.0 6 35.2 +|- 8.4 58 All Sizes 31.9 +|- 5.4 942 14.0 +I-4.8 372 23.0 +I-3.7 1,314 220 ------- Part 2: Methodology Report 221 ------- ------- 1. Introduction 1.1 Study Background In compliance with Executive Order 12866, the Regulatory Flexibility Act, and the Safe Drinking Water Act (SDWA), the U.S. Environmental Protection Agency's Office of Ground Water and Drinking Water (OGWDW), Standards and Risk Management Division (SRMD) conducts periodic surveys of the financial and operating characteristics of community water systems. These Community Water System (CWS) Surveys supply information that is essential to support economic analyses of the costs and benefits of new regulations and changes to existing regulations on consumers, the water supply industry, and the nation. The information also will be used to measure the financial burden of EPA's regulations on consumers and the industry. Furthermore, data from the survey will help EPA evaluate program and policy initiatives and develop guidance on Best Management Practices used in water treatment and distribution systems. Previous CWS Surveys captured information for the years 1976, 1982, 1986, 1995, and 2000. This survey gathered information for the year 2006. 1.2 Survey Overview This section is intended to provide the reader with an overview of the design and conduct of the CWS Survey. The topics presented in this section will then be discussed at greater length in the following chapters. According to the latest inventory data, nearly 156,000 public water systems provide water to over 300 million persons throughout the United States. (Factoids: Drinking Water and Ground Water Statistics for 2007, EPA 816-K-07-004.) Public water systems are both community and non-community water systems. Community water systems are public water systems that supply water to the same population year-round. They serve approximately 280 million persons. The CWS Survey was designed to collect operating and financial information from a representative sample of community water systems. In order to reduce the burden of the survey on small systems, the data were collected from systems serving 3,300 or fewer people through site visits by water system professionals. Systems serving over 3,300 people received a letter informing them of their selection in the survey and instructions on how to obtain the questionnaire form either electronically or through the mail. Water system professionals were assigned to the systems that received the mailed questionnaire to help them respond to the survey's questions. A toll-free telephone number and an e-mail address also were sent to the systems to provide technical support. The CWS Survey was based on a nationally representative sample of CWSs. The sample was drawn from a list of approximately 50,000 systems in the 50 states and the District of Columbia in the federal version of the Safe Drinking Water Information System (SDWIS/FED). The survey used a stratified random sample design to ensure the sample is representative. The sample was stratified by several characteristics of water systems to increase the efficiency of estimates based on the sample. To limit the travel costs involved in visiting each small system in the sample, they were selected in geographic clusters in a two- stage design. A sample of 2,210 systems was selected, including a census of all systems serving populations of 100,000 or more. A separate version of the questionnaire was developed for three categories of systems: systems serving 25 to 100,000 people, those serving more than 100,000 and up to 500,000 people, and those serving more than 500,000 people. Some targeted questions were asked of systems in each size categories. E.g., additional questions were asked of very large systems serving more than 500,000 people regarding 223 ------- concentrations of several contaminants in raw and finished water. Similarly, questions that would not apply to very large systems were excluded from their version of the questionnaire. Water system professionals contacted the small systems in the sample to schedule appointments for the site visits. Upon mail out, each medium and large system was notified by telephone that they would receive a letter with information about the survey in the mail. The letter described the survey goals and a number of methods to complete the survey. All medium and large systems were given the option to complete a paper version or an electronic version of the questionnaire. With the toll-free number, a system could request a paper version or an Excel spreadsheet version of the questionnaire to be mailed directly to them with return instructions and a postage paid envelope. An alternative to obtain the survey was through the CWS Survey Web site where a system could download the spreadsheet or hardcopy version of the questionnaire. Or, if desired, the water system could complete the survey through a Web- based version of the questionnaire. The electronic formats of the survey were new to the survey in 2006. The spreadsheet questionnaire matched the layout of the hardcopy questionnaire identically, but most water systems preferred this method because of the ease of completing a survey in Excel and its near universal availability at a water system. Respondents could send the questionnaire to numerous departments for verification via email quickly and easily. The Web-based version maintained a similar layout, but structured as an online form. Phone calls were made throughout the data collection period to encourage non-respondents to participate and to provide technical support when needed. Requests to send completion instructions or the questionnaire were received through the toll-free support line and during the phone calls to the system; the information was sent as the requests were received. As completed questionnaires were returned, they were logged into a receipt control system using an on- line data tracking system. The completed questionnaires went through an extensive data quality review. The electronic versions of the questionnaire included automated validation checks. Water system analysts reviewed each questionnaire and contacted the systems to clarify answers, correct anomalous items, or collect missing responses. The questionnaires were then reviewed by senior staff. The senior staff also reviewed the site visits reports for each small system. Paper versions of the questionnaires were then key- entered using independent double-key entry. Finally, the electronic form of the data was run through automated cleaning and editing programs. A series of sample weights, non-response adjustments, and other statistical techniques were created and applied to the final set of sampled respondents. These weights allow for extrapolation from the sampled systems to the universe of CWSs in the nation. The sample design and weights also allow for the calculation of confidence intervals for each estimate. Planning and design of the survey began in February of 2006. A pre-test of the questionnaire was conducted in May of 2006. The pilot test was conducted in February 2007, and the final design was developed in March 2007. Data collection took place from March through December, 2007. Data processing and analysis continued through April 2008. EPA determined the information to be gathered and the scope of the survey. While providing overall management of this effort, EPA secured the services of several contractors who performed a variety of tasks in support of the survey design, survey administration, data processing, and analysis. The Cadmus Group, Inc., was the prime contractor. The site visits were conducted through subcontracts with several experienced water system professionals. Cadmus' primary responsibilities were for overall project management; design of the questionnaire; sample design; selection of the sample; design, administration, and management of the data collection; development and maintenance of the on-line data tracking system, technical support to water systems in the sample; editing and preparation of the data for data entry; calculation of sample weights; expert quality assurance review of the survey data; data tabulations; and report preparation. 224 ------- EPA also requested comments on the survey from several independent reviewers. Barry Nussbaum of EPA's Office of Environmental Information, A. Richard Bolstein of George Mason University, and John Gaughan of Temple University reviewed the sampling plan. Bimal Sinha from the University of Maryland also provided comments. Barry L. Liner, PE and David Binning, PE Scott J. Rubin, JD, and Janice Beecher, Ph.D. reviewed the final report. 225 ------- ------- 2. Sample Design and Weighting 2.1 Sample Design and Selection This section describes the sample design for the 2006 CWS Survey. It includes a description of the sampling frame, target sample size, stratification variables, and sampling methods. The survey relied on a probability sample of CWSs. For small systems (those serving populations of 3,300 or less), a two-stage cluster sample was used. A stratified random sample was used for systems serving populations of between 3,301 and 100,000. Systems serving populations of over 100,000 were selected with certainty. The strata were defined by the combinations of the size of the residential population served by the water systems and the source of water (ground or surface). 2.1.1 SDWIS Sampling Frame and Coverage The sampling frame was developed from the federal Safe Drinking Water Information System (SDWIS/FED. The system has been revised and is now known as SDWIS/ODS). SDWIS is a centralized database of information on public water systems, including their compliance with monitoring requirements, maximum contaminant levels (MCLs), and other requirements of the Safe Drinking Water Act (SOWA) Amendments of 1996. The following information was extracted from SDWIS for the statistical survey: Name of system Address of system Populatio n served Primary source (surface water or ground water) Public water system identification number (PWSID) Ownership type Consecutive systems (i.e., does system purchase or sell water) From these data, EPA developed a sample list from which it (1) calculated summary statistics for use in calculating sample size, and (2) randomly chose systems within the design strata which will take part in the survey. SDWIS/FED was the appropriate sampling frame because: It fully covered the target population. It contains no duplication. It contains no foreign elements (i.e., elements that are not members of the population). It contains information for identifying and contacting the units selected in the sample. It contains other information that will improve the efficiency of the sample design. SDWIS/FED was the best choice for a sample frame because of its inclusive coverage of all units of observation for this survey. In addition, SDWIS/FED has two other advantages: it contains information that will facilitate contacting the respondents, and it contains other information that is useful in stratifying the sample, thereby improving the efficiency of the sample design. However, SDWIS/FED was not designed to be such a sample frame; many properties of SDWIS/FED, and some lingering problems of 227 ------- system classification in SDWIS/FED, can result in many inaccuracies for such sample frame applications and sample selection. The extracted data outlined above was sent to each state for review and verification. States verified the information for their systems so that the census and sample were drawn from a valid universe of systems. EPA updated the list based on the revisions provided by the states. A typical revision may consist of adjusting population served to include the population served by all consecutive connections. This revised list serves as the frame for the survey. The frame included 50,465 community water systems in the 50 states and the District of Columbia. 2.1.2 Sample Design and Selection Sample Eligibility To be eligible for the CWS Survey, a water system must meet several criteria. First, it must meet the CFR definition of a community water system; principally, a water system providing drinking water to 25 or more permanent residents or to 15 permanent connections. (See 40 CFR 141.2 for the complete definition.) In addition, the CWS Survey excluded federal- and state-owned or operated systems because these are not affected by regulatory and economic forces in the same way as other systems. The survey also excluded systems in Puerto Rico, Virgin Islands, and the Pacific Islands. To the extent possible, all ineligible systems were identified in SDWIS/FED and removed from the frame; however, many ineligible systems could not be identified and were therefore left in the frame. If systems were clearly identified as ineligible during data collection (e.g., they are no longer an active water system, they no longer meet the CFR definition of a Community Water System, or they are owned by the federal or a state government), the data were excluded from analyses based on the sample. Sample Design The CWS Survey analytical plan specified precision level targets for subpopulations of systems, which required minimum sample sizes be achieved for each subpopulation. The precision targets for each subpopulation were 95 percent confidence intervals of + 10 percentage points for estimated proportions. The 2006 CWS Survey used site visitors to collect data from systems serving 3,300 or fewer people. The 2006 CWS Survey was fielded at the same time as the 2007 Drinking Water Infrastructure Needs Survey and Assessment (DWINSA), which also relied on site visitors to collect its data. To minimize costs and to reduce the burden on systems serving 3,300 or fewer people, the two surveys combined their site visits of small systems. The DWINSA data quality objective for systems serving 3,300 of fewer people is to estimate a 95 percent confidence interval of the need for each stratum with a margin of error plus or minus 30 percent of the need of systems in each stratum. The sample sizes required for each stratum for the CWS Survey was compared to that of the DWINSA. The larger of the two samples was used in each stratum to ensure the data quality objectives of both surveys were met. The domains of the population of interest for EPA are based on two characteristics of the systems: 1. The source of water. Using the SDWIS source classifications, systems that rely on any surface water were distinguished from systems that rely completely on ground water. 2. The size of the population served by the system. Eight size categories were used: systems that serve less than 100 people; systems that serve 101 to 500 people; systems that serve from 501 to 3,300 people; systems that serve from 3,301 to 10,000 people, systems that serve from 10,001 to 50,000 people; systems that serve 50,001 to 100,000 people; systems that serve from 100,001 to 500,000 people; and systems serving more than 500,000 people. 228 ------- The two water sources and the eight system sizes produce sixteen strata. A system is classified as a surface water system in SDWIS if any of its water is surface water. Ground water under the direct influence of surface water is classified as surface water. Systems that rely on purchased water are included in the ground water strata because we assume the characteristics of the water and the treatment requirements will be more similar to ground water than to surface water. (While some untreated surface water is purchased, the majority is treated and therefore more similar to ground water than surface water.) The sample is stratified to achieve two goals. First, stratifying the data allows us to draw inferences about specific population domains. For example, EPA may wish to draw conclusions about systems serving populations 10,000 or less. We can ensure that estimates of the sub-populations will meet the required levels of precision by drawing the necessary number of observations for each stratum. The second goal achieved by stratifying the data is that we can increase the efficiency of our estimates by grouping systems into relatively homogeneous strata. The strata were chosen to minimize the differences among systems within strata, and to maximize the differences among strata. The results of previous surveys indicate there are important differences in the way systems are operated and in their finances across the strata selected. The operating characteristics and treatment requirements of ground water systems tend to be different from surface water systems. The operating and financial characteristics of large systems tend to be more complex than small systems. System management, and the resources available to it, also may vary by system size. The regulatory impact models require reasonably precise parameter estimates from each of these domains. The sample size in each domain should be large enough to provide a sufficient number of completed questionnaires to obtain estimates with reasonable precision. Table 2-1 shows the number of systems in the sample frame and the minimum sample size required to obtain an estimate for a proportion of 50 percent with an error not exceeding + 10 percentage points (except for a 1 in 20 chance) in each domain. (A 50 percent statistic was used because the standard error is largest when the population percentage is 50 percent. The error will be smaller for other population percentages.) Systems with populations served of over 100,000 were selected with certainty. Sample Selection For CWSs serving 3,300 or fewer people (small CWSs), a two-stage sampling design was used to reduce field data collection costs. Field data collectors were sent to the clusters of five systems at a time to collect data. The primary sampling unit (PSU) was a county or a group of counties. (Each county with fewer than five small systems was combined with geographically adjacent counties to form the primary sampling units.) At the first stage of sampling, a sample of 120 PSUs was selected with probabilities proportional to size. The measure of size was the number of small systems in the PSU. States were provided with a list of small CWSs in the counties selected, and EPA asked sates to verify that the systems on the list are active and serve populations of 3,300 or fewer. To select the second stage sample of small systems, the overall selection rate for each small system stratum was calculated as the target initial sample size in the stratum divided by number of systems in the stratum. The expected frequency of selection was calculated for each PSU in the first stage sample. For each PSU selected, the second stage selection rate for a stratum equaled the overall selection rate for the stratum divided by the first-stage expected frequency of selection. That second stage selection rate for a stratum was applied to the count of systems in that county to determine the fractional sample size. The fractional sample sizes was converted to integer sample sizes using stochastic rounding and with the constraint that the total integer sample size for a county hit equals six systems. To measure composite sample size in selecting counties or PSUs, an overall stratum selection rate was multiplied by the number 229 ------- Table 2-1. Frame and Sample Sizes by Strata Source of Water Ground Surface Population Served 1 00 or less 101-500 501 - 3,300 3,301 -10,000 10,001-50,000 50,001 - 100,000 100,001 -500,000 More than 500,000 1 00 or less 101-500 501 -3,300 3,301 -10,000 10,001-50,000 50,001 - 100,000 100,001 -500,000 More than 500,000 All Frame Size 12,487 14,800 12,049 3,665 2,325 350 184 23 256 525 1,146 954 1,038 295 297 71 50,465 Required Sample 96 103 158 94 93 76 184 23 70 82 89 88 88 73 297 71 1,685 of systems in the stratum in that PSU, and summed over all strata in each primary sampling unit (county or group of counties). For systems serving populations of 3,301 to 100,000, the sample was obtained by drawing a random sample of systems from the cleaned frame, within each sampling stratum serving populations of this size. Systems in these strata were over-sampled to account for non-response. The over-sampling rate was based on EPA's experience with the 1995 and 2000 CWS Surveys. Systems serving populations of more than 100,000 were selected with certainty. The resulting increase in sample size is warranted for the following reasons: Each of the larger systems has a more significant impact on the total costs and benefits of regulations. Because of the small numbers of systems in many of the larger strata, precision can be increased at comparatively lower cost than it can be for smaller systems. Other things being equal, doubling precision will quadruple sample size in strata with 5,000 systems or more. Many of the larger strata, however, have only hundreds of systems. In a stratum of 750 systems, one could double precision by only tripling sample size. In a stratum of 200 systems, one could double precision by doubling sample size. A total of 2,210 systems were selected. This is a larger number of systems than required (and shown in table 2-1) because of the need for over-sampling discussed above. The sample size by strata and the sampling rate are shown in table 2-2. The 2006 sample also is larger than the 2000 sample despite the reduction in the number of systems in the country. While the overall number of community water systems declined, the number of systems serving more than 100,000 people increased. Because these systems are selected with certainty, the total sample size increased in 2006. 230 ------- Table 2-2. Sample Size and Sampling Rate by Strata Source of Water Ground Surface Population Served 100 or less 101-500 501 -3,300 3,301 -10,000 10,001-50,000 50,001 -100,000 100,001 -500,000 More than 500,000 100 or less 101-500 501 -3,300 3,301 -10,000 10,001-50,000 50,001 -100,000 100,001 -500,000 More than 500,000 All Sample Size 101 124 154 206 211 151 184 23 62 75 84 183 165 119 297 71 2,210 Sampling Rate (%) 0.8 0.8 1.3 5.6 9.0 43.0 100.0 100.0 21.5 12.7 7.0 18.7 15.3 39.0 100.0 100.0 4.3 2.1.3 Stratum Migration Errors in the frame classification of the water systems by population served and water source introduces inefficiency in the sample design through a loss of sample size and/or by introducing unequal sampling rates. Among the respondents, 91 percent reported the same population served category as indicated by the frame. Over 95 percent reported the same source as the frame. Population Served by the System Table 2-3 compares the classification of systems by their population served using the population data from the frame and from the systems' responses to the survey. In all size categories, 91 percent of systems confirmed their original size category. Within each size category, over 96 percent of systems were either in their original size category or in the adjacent class. Source of Water Table 2-4 shows the cross-tabulation of the frame-based and response-based water source classifications. Approximately 94 percent of the systems classified as ground water systems in the frame confirmed that status in the sample. Ninety-four percent of surface water systems in the frame were also classified as surface water systems in the sample. 231 ------- Table 2-3. Survey Respondents by the Frame-Based and Sample-Based Size Categories Sample-Based Population Served Categories 25-100 101-500 501-3,300 3,301-10,000 10,001-50,000 50,001-100,000 100,001-500,000 Over 500, 000 Count Percent Count Percent Count Percent Count Percent Count Percent Count Percent Count Percent Count Percent Frame-Based Population Served Categ 25- 100 133 87 9 5 2 1 0 0 0 0 0 0 1 0 0 0 101- 500 20 13 168 90 6 3 1 1 0 0 0 0 0 0 0 0 501- 3,300 0 0 9 5 219 95 7 5 1 1 1 1 0 0 0 0 3,301- 10,000 0 0 0 0 4 2 137 89 11 7 1 1 1 0 0 0 10,001- 50,000 0 0 1 1 0 0 8 5 147 91 12 9 8 3 0 0 50,001- 100,000 0 0 0 0 0 0 0 0 1 1 112 86 11 5 0 0 ory 100,001- 500,000 0 0 0 0 0 0 1 1 1 1 3 2 218 91 2 3 Over 500,000 0 0 0 0 0 0 0 0 0 0 1 1 1 0 56 97 Table 2-4. Survey Respondents by the Frame-Based and the Sample-Based Source Categories Sample-Based Water Source Ground Surface Percent Count Percent Count Frame-Based Water Source Small Ground 364 95 4 2 Surface 19 5 189 98 Medium Ground 209 93 12 5 Surface 15 7 217 95 Large Ground 89 92 5 3 Surface 8 8 183 97 All Ground 662 94 21 6 Surface 42 6 589 94 Impact of Strata Migration on the Accuracy of Domain Estimates The sample was designed to estimate a 50 percent statistic with a 95 percent confidence interval of +10 percentage points. One measure of the impact of the strata migration on the efficiency estimates is to calculate the size of the confidence interval given the number of observations in each stratum for the sample collected. Table 2-5 shows the minimum sample required to estimate a 50 percent statistic with a 95 percent confidence interval of +10 percentage points under two scenarios.1 First, it shows the sample size needed given the inaccuracies in the frame. In other words, it accounts for the migration across strata 1. The sample of systems serving 3,301 or fewer persons was designed to estimate a 50 percent statistic with a confidence interval of ฑ 10 percent. It also was designed to estimate the national future investment need of these systems with a margin of error of ฑ 10 percent of their need. Therefore, the planned sample produces a confidence interval for a proportion that is smaller than ฑ10 percent. See section 2.1.2 for the description of the sampling plan. 232 ------- that occurred. Second, it shows the sample selected. (It is the same as the sample shown in table 2.1.) The table also shows the half-width of the 95 percent confidence interval that results from the actual sample selected, given the sample's estimate of the number of systems in each sub domain. The impact of strata migration on the confidence interval for small ground water systems was negligible. Strata migration resulted in a slight increase in the size of the confidence interval for small surface water systems. Because the sample was designed to collect data on all systems with populations of more than 100,000, the width of the confidence interval for these systems would have been zero. Strata migration substantially increased the width of the confidence interval for ground water systems serving more than 500,000 persons and slightly for surface water systems serving greater than 100,001 to 500,000 persons because the number of systems in these strata is larger than expected. Table 2.5. Sample Sizes and the Impact on Precision of Estimates of Strata Migration Source Ground 50,001 100,00 Over Surface 50,001 100,00 Over Population Served 100 or less 101 -500 501 -3,300 3,301 - 10,000 10,001 -50,000 -100,000 1-500,000 500,000 100 or less 101 -500 501 -3,300 3,301 -10,000 10,001 -50,000 -100,000 1-500,000 500,000 Sample Needed Given Strata Migration 96 103 158 94 92 75 173 32 75 83 89 88 89 70 305 68 Sample Selected 96 103 158 94 93 76 184 23 70 82 89 88 88 73 297 71 Half width of 95% Confidence Interval 0.100 0.096 0.077 0.100 0.099 0.099 0.000 0.109 0.105 0.101 0.100 0.100 0.101 0.097 0.009 0.000 2.2 Weighting and Estimation A sampling weight is attached to each responding water system record to (1) account for differential selection probabilities, and (2) reduce the potential bias resulting from non-response. The sampling weights are necessary for estimation of the population characteristics of interest. The sample variance is then used to calculate 95 percent confidence intervals for the estimates. 2.2.1 Derivation of Base Weight and Non-response Adjustment The calculation of the sample weight reflects the complex nature of the sampling design. The community water system sample consists of a stratified element sample of medium and large water systems. Systems were stratified by water source and their population served. For small water systems a two-stage cluster sample design was used. 233 ------- 1. At the first stage geographic clusters (counties or county groupings) were sampled using probability proportional to size sampling. The measure of size was a function of the number of small systems in the cluster. 2. Within clusters a stratified element sample of small systems was drawn. The response rate for systems serving 3,301 to 100,000 was below the target after an initial round of data collection. An additional 162 systems were selected in a second round of sampling to increase the sample size in these strata. Sixteen sampling strata were defined based on systems' population served and source of water; all weight calculations use this sample stratum variable. Base weights The first step was the calculation of a base sampling weight for each sample system. The medium and large system samples are simple random samples within each stratum. The two-stage small system sample is designed to be self-weighting within each stratum. Therefore, for all systems the base sampling weight equals the number of systems in the stratum divided by the number sampled from that stratum. In other words the base weight for the hth stratum, Bh, is: (1) Bh=^JL where Nh represents the number of systems in the stratum in SDWIS, and nh represents the number of systems sampled from the stratum. Non-response adjustment The second step in the weighting methodology was to make a unit non-response adjustment to the base sampling weights. For each medium and large system stratum, the non-response adjustment factor is equal to the ratio of the number of systems that completed the survey plus the number of non-respondents to the number of systems that completed the survey (i.e., the reciprocal of the stratum response rate). Ineligible systems are not incorporated into the unit non-response adjustment. The adjustment factor for the hth stratum is given by 5h: /T\ ฃ h h (2) ฐh = where rh is the number of refusals and other non-respondents in the h* stratum. For the small system sample the unit non-response adjustment was not implemented within each cluster because the sample sizes were too small. Rather the adjustment was carried out within each small system stratum at the total sample (i.e., national) level. Final weights The non-response adjustment factor 5h was multiplied by the base sampling weight, Bh, to obtain the non- response adjusted base sampling weight. The non-response adjusted base sampling weight for the 234 ------- medium and large systems that completed the survey is the final weight for use in analysis. The non- response adjusted weights can be written as: (3) Whf = BhSh for medium and large systems, and (4) Wmh = BmhSh for small systems. The final step in the weight calculations for small systems was a ratio adjustment to the frame count of small systems in each small stratum at the national level. This step was carried out because the two-stage sample of small systems, drawn from 120 sample clusters, may not have the same stratum distribution as the entire frame of small systems. For each small system stratum, the sum of the non-response adjusted base sampling weights for systems with a completed survey was added to the sum of the base sampling weights for the ineligible systems. The count of small systems in the frame was then divided by this sum. This yielded a ratio adjustment factor for each small system stratum, p^: Twh. + yBh. / i mhj / i mh/ where: Rh is the set of systems that responded to the survey, and Ih is the set of systems sampled that were ineligible. j designates the j* sample system. For the small systems with a completed survey their non-response adjusted base sampling weight was multiplied by the ratio adjustment factor to yield a final weight for use in analysis: (6) W^ = WmhPh 2.2.2 Variance Estimation The estimate of the variance must account for the sampling design. Weights are used to produce estimates for the population as a wholeor example, the proportion of treatment facilities that use a particular treatment practice, or the mean water-sales revenue of a system. Weights also affect the standard error of the estimates, and therefore the confidence intervals. The 2006 CWS Survey sampling design was relatively complex; medium and large systems were selected by strata; small systems were selected in clusters of counties (or, in some cases, groups of counties) using a probability proportional to size sampling. This sampling design also affects the estimate of the standard error. The stratification of the systems by water source and population served will tend to reduce the overall sample variance, as systems within a stratum tend to be similar to each other and different from systems in other strata. The clustering will likely increase the sampling variance, as systems within a cluster may be similar to each other. This effect of clustering may not be large; while systems within a county share some characteristics, the often are a diverse group in terms of population served and water source, as well as revenue, expenses, and operating characteristics. But ignoring the clustering may lead to an underestimate of the sampling variance, so it must be taken into account. 235 ------- The treatment facilities in the sample were not selected independently; rather, they were selected in clusters in a two-stage process. For medium and large systems, the stratified random sample of systems was selected in the first stage; every treatment facility in each system was selected in the second stage. Facilities in small systems were selected in a three-stage process: counties (or groups of counties) were selected in the first stage; a sample of systems within each county was selected in the second stage; every facility within each system was selected in the third stage. The calculation of the sample variance of estimates regarding treatment facilities also must take into account this sampling design. Variance Estimator The variance is estimated using a first-order Taylor expansion. The variance is calculated in Stata. The variance estimator is given by: V(R) = -^ ^(f)- 2RCdv(f, x)+ R2v(x)} (7) L where R = */*. ; the ratio of estimates of two population totals. Y is equal to ' X 'h=l i=l j=l L mh "gu X is equal to ^ ^ ^ wHj xhj]. . L is the number of strata, mh is the number of primary sampling units in h=l i=l j=l strata h, and nhl is the number of elements in the ith primary sampling unit in the hth strata. Most of the estimates produced in this volume are either means or proportions. A mean is simply a ratio in which xhlj is equal 1. A proportion is simply a mean in which yhlj is equal to a 0/1 variable.2 Finite Population Correction A finite population correction factor was derived for medium and large systems in the sample. The factor is the ratio of systems in the sample to the number of systems in each stratum. Because the primary sampling units for small systems were selected with replacement, the finite population correction factor is set equal to zero for small systems. To estimate the variance, we first define the following ratio residual: (8) We then define the weighted total of the ratio residual as (9) and the weighted average of the residual as: 2See Cochran, W.G. 1977, Sampling Techniques, New York: John Wiley & Sons for amore information about variance estimates. 236 ------- mh t=l We can then define the variance estimate as: where ^ is the finite population correction. The estimate of the variance is used to estimate 95 percent confidence intervals in the detailed tables of this report. An implicit assumption is that the average values presented in each table are normally distributed. When the estimate is based on a large number of systems, this will generally be true; in cases where the estimate is based on a small number of systems, the assumption may not hold. The confidence interval in these cases may be larger than the mean itself. The confidence interval is not adjusted in these cases; to compute the correct confidence interval requires examination of the empirical distributions for each variable in the calculation and is beyond the scope of this study. 237 ------- ------- 3. Survey Design and Response The survey was administered through site visits to small systems (those serving populations of 3,300 or less), and through a mail survey to medium and large systems (those serving more than 3,300 people). This chapter discusses the survey instrument, the processes for conducting the site visits and distributing the questionnaires, as well as the process to assure sufficient response rates and the handling of returned questionnaires. 3.1 Questionnaire Design EPA staff responsible for regulatory development developed the questionnaire with the assistance of the Cadmus Group, Inc. The process began with a meeting of EPA staff to discuss their data needs, distinguishing core needs required for regulatory development from other data needs. Based on these discussions, some of the questions that were in the 2000 CWS Survey were eliminated from the 2006 questionnaire. Other questionsespecially those focusing on treatmentwere further developed. A slightly modified version of the questionnaire was developed for systems that serve populations of over 500,000; this version of the questionnaire included additional questions on source and finished water contaminant concentrations, and excluded questions that only would apply to small systems. The questionnaire in the Appendix is a composite of the three questionnaires used; the questions that are asked of systems serving up to 100,000 people, more than 100,000 and up to 500,000 people, and over 500,000 people are noted. EPA worked with Cadmus on the wording and organization of the questionnaire. Cadmus was responsible for the design and layout of the questionnaire form, and for documenting and incorporating all revisions to the several design and test versions of the questionnaire. Throughout the design process, the EPA project officer consulted with the full range of EPA regulatory and analytical staff, representing expert advisors and future users of the data, to identify and correctly present the broad survey topics and specific survey questions to be included in the survey instrument. These covered such areas as water production, storage, distribution, treatment, and treatment system security, as well as financial information regarding water sales revenue, customer data, operating expenses, and capital investment. EPA went to great lengths to attempt to reduce the burden to respondents while collecting complete, accurate, detailed data. EPA decided to conduct site visits to small systems because of the difficulties they faced in responding to past Community Water System Surveys prior to 2000. Data for the 2007 Drinking Water Infrastructure Needs Survey and Assessment were collected at the same site visit, minimizing the impact of the two surveys on small systems. EPA also coordinated its data collection efforts with that of the Water Treatment Plant Questionnaire, another survey conducted by the Agency. Both surveys required systems to report basic financial information; systems that responded to the Water Treatment Plant Questionnaire did not need to respond to the financial section of the CWS Survey. EPA also established a process to provide extensive technical assistance and guidance to medium and large systems. As discussed in chapter 4, EPA conducted a pre-test of the questionnaire to identify questions that posed potential problems for respondents. EPA also conducted a pilot test of the data collection methods. In response to both tests, EPA made several changes to the questionnaire, reducing the scope of several questions. For example, as a result of the pre-test, the number of age and diameter categories was reduced in the question regarding the length of the distribution system. 3.2 Data Verification EPA forwarded the list of water systems selected in the sample to the states. The states were asked to verify that the systems were active systems, as well as the address, telephone, and the contact information. 239 ------- 3.3 The Pilot Test Approximately 50 systems were selected from the sample for a pilot test. Two clusters of small systems were selected for site visits by senior Cadmus water system professionals. Ten small systems participated in the pilot test. Approximately 40 systems serving more than 3,300 people received the questionnaire by mail. The pilot tested the site visit and mail-out process, and the technical support system. The pilot systems were included in the full sample. 3.4 Site Visit Operations. Contractors with extensive water system experience conducted the site visits. In addition to Cadmus, the contractors were: Southwest Environmental Engineering, and McNenny Environmental Engineering and Consulting. Abel CH2M Hill Schott Engineering South Hills Consulting Suarez Engineering Sunrise TCB, Inc. Cadmus trained the site visit staff. The training covered the survey, the information required from the systems, and the data collection protocol. The training included on-site inspections with Cadmus staff of a cluster of systems in the sample, as well as detailed instructions on the conduct of the visit. The states were contacted ahead of time to confirm the systems in the sample and to review information on the system contacts. Site visitors were told to let state contacts know they were in their area and what they were doing, as a courtesy. The surveyor extended the opportunity to the states to attend the survey. Otherwise, the surveyors were told to not burden the states with requests for assistance. As part of the training, site visitors were instructed as follows: The survey is voluntary and not to be misrepresented as mandatory. It is an opportunity to provide information to be used by EPA to make sound, informed decisions and regulations. Obtain the operating and financial information for the same time period of time, if at all possible If information is not available for the separate classes of system (for example, water deliveries by customer class), then collect the totals (e.g., total deliveries). Indicate the system has a treatment objective only if the facility was "designed" for that purpose. For example, if the facility was designed for particulate removal and removed arsenic in the process, the surveyors were to only check particulate removal. Complete the sequence of treatment after a walk-through of the treatment plant. If available, collect a schematic. 240 ------- Related questions should be checked for consistency. For example, questions on water produced should be consistent with deliveries and unaccounted for water. Water delivered should be consistent with the number of customers and connections. The importance of the financial data was emphasized. Again, if the information was not available in a manner that it could be broken down into components, get totals. Collect financial reports if they are available and if the system will not break down the costs as requested. Collect data on municipal tax and other non-water system revenue of publicly owned municipal water systems. Several issues arose during the site visits that required consistent responses. They included: If the system indicated that it merged with another system, the site survey was conducted. If a system decreased in size so it was no longer a community water system, the site visit was conducted to confirm the status. If the system grew so it was no longer a small system, the site visit was conducted and data collected. Each site visitor was given a list of systems to visit. The site visitors contacted the systems to schedule the on-site interviews; the site visitors were required at times to contact the state to confirm contact information. Once on-site or in some cases prior to the site visit, the systems were provided with a letter introducing the site visitor and explaining the survey. The site visitor toured the system, interviewed the staff, photographed the system (from source to delivery), and filled out the questionnaire. The completed questionnaire, inclusive of the pictures, site map, and collected information and reports, was then submitted to Cadmus. Senior staff at Cadmus reviewed all surveys submitted by the site visitors to ensure the site visitors were filling out the questionnaire correctly and to ensure consistent responses from the site surveyors. The questionnaires were then logged into the tracking system as received and completed. During the site visits, Cadmus senior staff communicated with the site visitors via telephone and e-mail to ensure consistent and complete results. Group email was used to provide answers and clarification to the site visitors' questions. All site visitors received the same information. 3.5 Self-administered Survey Administration In an effort to minimize respondent burden and maximize the response rate, systems had three options for responding to the survey. A system could complete an electronic spreadsheet version, a Web-based version, or a paper version of the questionnaire. Each was available through a secured Web site. Also, systems could request that copies of the spreadsheet or paper questionnaire be sent to them directly. Cadmus sent each system a packet that included a letter from the EPA WAM and flier that explained how to respond to the survey. The flier included instructions on how to access the Web site and a toll-free telephone number the system could use if it had any questions. The fliers included unique log-in identifiers and passwords for each system. Information for the mailing label was extracted from the sample frame and attached to the envelope for mailing. The packets were mailed to approximately 1,400 community water systems over a 2 day period. Each system then received a telephone call from the analyst at Cadmus responsible for that system. The call 241 ------- informed the system of the survey, told them they would receive the packet (if they had not already done so), and gave the systems a name and telephone number to call with any questions. If a system did not receive the packet, the analyst responsible for that system sent them another copy via FedEx or by e-mail. The analyst continued to follow-up with each system until the system either responded to the survey or refused to participate. The analysts provided technical assistance as necessary, and in some cases filled- out the questionnaire through a telephone interview. As systems uploaded questionnaires, the tracking system automatically logged them in as received. As questionnaires were received from the water systems by mail or e-mail, Cadmus logged them into the on- line tracking system. The analyst responsible for the questionnaire reviewed it for data quality and to identify potential problems. Questionnaires submitted electronically were printed for the analysts to review. When necessary, senior engineering or financial staff was consulted regarding potential problems. If a problem or question could not be resolved by Cadmus staff, the analyst contacted the water system itself. When this initial review was completed, the questionnaire was forwarded to senior staff for additional review. All changes to the questionnaires were recorded in a permanent log. After the senior review was completed, revisions to the electronic data were made by the analysts. For paper questionnaires, the completed questionnaire was entered into an electronic spreadsheet version by two Cadmus analysts. A process was developed to ensure every response field was entered identically. Once the results were confirmed, the questionnaire was uploaded to the Web site. 3.6 Data Entry Upon review by the senior staff, all questionnaires were logged as completed. If systems filled-out paper questionnaires, the questionnaires were key-entered using 100 percent verified double-key entry. After entry, the data were run through automated cleaning and editing programs that checked each variable for proper values and ranges. Items failing these checks were examined and either confirmed or corrected. Questionnaires that reached this stage were considered to be entered and cleaned. (The data were subject to further intensive checks as part of the quality assurance process, discussed in chapter 4.) Status reports were sent to the EPA project manager every two weeks during the data collection effort. The report showed the number of questionnaires with each of the following status codes: Site visit appointments scheduled or questionnaires mailed Questionnaires re-mailed Inactive systems Questionnaires undeliverable Refusals Site visits completed/questionnaire returned Questionnaires reviewed and ready to enter into database Completed questionnaires entered into database Table 3-1 presents an example of the information provided to EPA. 242 ------- Exhibit 2: 2006 Community Water System Survey Status by Sampling Stratum Status Small Systems 25- 100 101 - 500 501 - 3,300 Sub- total Medium and Large Systems 3,301 - 10,000 10,001 - 50,000 50,001 - 100,000 100,001 - 500,000 Over 500,000 Sub- total Total Ground Water Systems Mail out Sample Needed to Meet Precision Targets Initial contact Inactive Undeliverable Refusal Received from System Completed Analyst Review Completed Senior QA Sent for Data Entry Received from Data Entry Completed Questionnaire 101 96 101 3 3 95 77 52 42 42 42 124 103 124 2 1 121 102 59 51 51 51 154 158 154 1 2 151 119 63 59 59 59 380 357 380 6 6 368 299 174 152 152 152 206 94 170 1 28 60 50 21 14 12 6 211 93 167 2 33 61 48 12 15 15 4 151 76 133 1 11 54 48 17 11 11 4 184 184 174 24 82 70 32 13 12 17 23 23 20 1 1 12 11 4 1 774 470 663 5 97 268 226 86 53 50 32 1,154 827 1,043 11 103 636 525 260 205 202 184 Surface Water Systems Mail out Sample Needed to Meet Precision Targets Initial contact Inactive Undeliverable Refusal Received from System Completed Analyst Review Completed Senior QA Sent for Data Entry Received from Data Entry Completed Questionnaire 62 70 62 1 2 59 44 20 14 14 14 75 82 75 1 7 67 59 22 20 20 20 84 89 84 2 3 81 66 31 25 25 25 221 241 221 12 207 169 73 59 59 59 183 88 162 1 19 67 54 30 12 10 16 165 88 157 17 81 63 22 19 18 12 119 73 113 1 13 58 48 18 11 11 7 297 297 283 1 27 144 122 50 16 15 18 71 71 69 10 42 36 10 4 3 8 835 617 784 3 86 392 323 130 62 57 61 1,056 858 1,005 5 98 599 492 203 121 116 120 243 ------- Exhibit 2: 2006 Community Water System Survey Status by Sampling Stratum Status Small Systems 25- 100 101 - 500 501 - 3,300 Sub- total Medium and Large Systems 3,301 - 10,000 10,001 - 50,000 50,001 - 100,000 100,001 - 500,000 Over 500,000 Sub- total Total Surface and Ground Water Systems Mail out Sample Needed to Meet Precision Targets Initial contact Inactive Undeliverable Refusal Received from System Completed Analyst Review Completed Senior QA Sent for Data Entry Received from Data Entry Completed Questionnaire 163 166 163 4 5 154 121 72 56 56 56 199 185 200 3 8 189 162 81 71 71 71 238 247 238 1 5 232 185 94 84 84 84 600 598 601 8 18 575 468 247 211 211 211 389 182 332 1 47 127 104 51 26 22 22 376 181 324 3 50 142 111 34 34 33 16 370 149 245 2 24 111 95 35 22 22 11 481 481 457 1 51 226 192 82 29 27 35 94 94 89 1 11 54 47 14 4 3 9 1610 1,087 1,447 8 183 660 549 216 115 107 93 2,210 1,685 2,048 16 201 1,235 1,017 463 326 318 304 244 ------- 3.7 Survey Response The data collection effort was closed out December 31, 2007. Of the 2,210 systems sampled, 1,314 responded to the survey. The overall response rate was 59.5 percent. Table 3.2 shows the response rate by strata. Table 3-2. CWS Survey Responses and Response Rate by Strata Source of Water Ground Surface Population Served 100 or less 101-500 501 -3,300 3,301 -10,000 10,001-50,000 50,001 -100,000 100,001 -500,000 More than 500,000 100 or less 101-500 501 -3,300 3,301 -10,000 10,001-50,000 50,001 -100,000 100,001 -500,000 More than 500,000 All Completed Question- naires 94 120 150 77 74 67 87 14 59 67 81 77 87 64 152 44 1,314 Response Rate (%) 93.1 96.8 97.4 37.4 35.1 44.4 47.3 60.9 95.2 89.3 96.4 42.1 52.7 53.8 51.2 62.0 59.5 Non-response may introduce a source of bias into estimates based on the survey. Non-respondents may be different than respondents; in some cases, these differences may be the reason for their refusal to participate in the survey. Non-response may have an impact on the survey's estimates. Two areas of potential concern are systems' estimates of system finance and systems' treatment practices. The potential impact on system finances of non-response bias can be positive or negative. On the one hand, systems that are not doing well financially may not want to report their finances to the survey. On the other hand, systems reporting significant profits may not want to report their revenue and expenses. Therefore, both the sign (whether the bias is positive or negative) and relative magnitude of non-response bias on net revenue, for example, is uncertain. However, there is reason to believe that such bias as might exist is minimal. For one reason, the finances of many water systems are already public information. Most systems are publicly owned. In fact, the overwhelming majority of systems serving over 3,300 people are publicly owned, and it is these larger systems where the response rate has been problematic in the current survey. Public ownership means that their revenue and expenses are matters of public record. In addition, many privately owned systems are regulated by state public utility commissions, and their finances also are matters of public record. Most systems cannot hide unusual profits or losses simply by refusing to respond to the survey; therefore, the potential impact of non-response on the estimates of system finance likely is small. 245 ------- Another reason to suspect that the impact of the non-response bias on the financial estimates is relatively small has to do with previous response rates among small systems. In 1995, EPA assumed that many small systems were having financial difficulty. The response rate among these systems was relatively low, below 40 percent in some categories. If non-respondents had poorer financial performances than respondents, the 1995 survey would overstate the financial well being of small systems. In part due to this concern, EPA conducted site visits to small systems in 2000 and response rates increased dramatically, exceeding 90 percent. The overall financial performance of these systems did not change between the two surveys. In fact, the success of the site visitors indicated that the low response rate of small systems was due to the difficulty they faced in filling out the questionnaire, not an attempt to hide possible financial problems. The survey also collects detailed information about systems treatment practices. Systems that are out of compliance with primary drinking water regulations may be reluctant to report their treatment practices. The magnitude of bias is uncertain. Further analysis could indicate the potential impact of the bias. For example, we could assume that some or all non-respondents do not treat their water to determine the potential impact of non-response bias. (Some of the non-respondents are large systems that almost certainly provide treatment. These systems could be excluded from this analysis.) This analysis could be used to estimate the upper bound of the impact of non-response bias and its impact on the 95 percent confidence interval. Further analysis may be warranted. 246 ------- 4. Quality Assurance and Peer Review All work under this contract was conducted in accordance with an approved Quality Assurance Project Plan. In addition, a Supplemental Quality Assurance Project Plan was developed specifically for this survey and was approved prior to the start of data collection. The supplemental plan for the CWS Survey encompassed specific measures to check and ensure the validity of the survey data from data collection through data processing and analysis, as well as measures to assure the quality of other survey components. The report results and statistical methods also were peer reviewed by subject matter experts. Section 4.1 discusses the questionnaire pre-test and the survey pilot test. Section 4.2 presents the measures taken to assure the quality of the statistical sample. Section 4.3 discusses the quality assurance procedures used during the data collection effort. Section 4.4 describes the expert review of questionnaire responses. Section 4.5 describes data processing quality assurance procedures. Section 4.6 describes the quality assurance steps taken during the preparation of this report. Section 4.7 describes the peer review process. 4.1 Draft Questionnaire Pre-test and Survey Pilot Test A significant component of the survey quality assurance plan was to thoroughly test the questionnaire design, the survey design, and data collection procedures prior to implementing the full study. Efforts to confirm the validity and effectiveness of these designs and revising them when the tests reveal problems, errors, or difficulties, led to design and process improvements in such areas as data reliability, data completeness, accuracy of the sample frame, and response rates. 4.1.1 Pre-test When the initial data collection objectives had been identified and the questionnaire shaped into a working draft instrument, EPA conducted a pre-test of this draft with seven water systems in New England of various sizes, including ground and surface water systems. The pre-test participants were recruited with the assistance of Ray Raposa of the New England Water Works Association. The main objective of the pre-test was to gauge the respondents' reactions to the questionnaire itself. The test did not address any of the actual survey operations and response rate issues that would later be tested in the full-scale pilot test. The recruited systems received the questionnaire in June, 2006. EPA then convened a focus group meeting of the seven water systems, facilitated by survey research staff from Cadmus. The focus group explored questions regarding comprehensibility, use of clear and appropriate terminology, provision of suitable response categories, and questionnaire layout. The focus group also discussed respondents' ease or difficulty in providing answers, their immediate knowledge of or access to information requested by the questionnaire, and their overall reaction to the survey. Overall, the focus group felt the questionnaire was clear and relatively easy to follow. As a result of the pre-test, some questions were re-worded, and others were shortened. Otherwise, the pre-test found no systematic problems in the respondents' ability to provide answers to the questions. 4.1.2 Pilot Test A full scale pilot test was conducted in February and March 2007. The pilot tested the questionnaire and the major operational components of the survey design. The results of the pilot, along with the final version of the questionnaires were delivered to EPA in March 2007. The full on-line tracking system was developed during the pilot, and the mail-out and receipt logging procedures were finalized. 247 ------- Ten small systems and 40 medium and large systems were selected from the full sample for use in the pilot. All of the small systems and 15 of the medium and large systems responded by the end of March. As a result of the pilot, modest changes were made to the mail-out process and the instructions for systems. The pilot also resulted in changes to several questions in the questionnaires. Questions 12 (length of distribution mains) and 27 (capital improvements) were simplified. Modest changes were made to several other questions to clarify the question. The pilot also finalized the site visit protocols, and identified issues that needed to be addressed when training the site visitors. 4.2 Sampling Quality Assurance Quality assurance of the sampling process for the CWS Survey involved three principal areas: Development of the sample frame Sampling specifications, and Use of software designed to draw complex samples. Development of the Sample Frame. EPA conducted an extensive review of the data used for the sample frame. By starting with the data used for the 2007 DWINSA frame, the 2006 CWS Survey was able to take advantage of the extensive data verification effort undertaken for the 2007 DWINSA. The 2007 DWINSA frame was developed with SDWIS data from the third quarter of 2005. State representatives working on the DWINSA were sent their respective lists of systems from the data freeze and asked to make changes to population and source categories. The sample frame was then built using the data from the states. The development of the frame is discussed in detail in section 2.1. Sampling Specifications. In order to carry out the sampling processes, the survey statisticians prepared detailed specifications that served as directions for performing the sampling and as a permanent documentation of the process. The sampling plan was documented in both the supporting materials for the Information Collection Request submitted to the Office of Management and Budget, and in the Quality Assurance Project Plan. The specifications ensured the sample was drawn in conformity with the sample design and in a statistically valid manner. Barry Nussbaum of EPA's Office of Environmental Information, A. Richard Bolstein of George Mason University, and John Gaughan of Temple University reviewed the sampling plan. Bimal Sinha from the University of Maryland also provided comments on the sampling plan. Sampling Software. The CWS Survey sample of systems serving up to 3,300 people was drawn using a SAS program designed to draw two-stage cluster samples of this type. The sample of systems serving populations of 3,301 to 100,000 was a stratified random sample and was drawn using a Stata-based program to select random samples. 4.3 Data Collection Quality Assurance Each component of the CWS Survey was implemented with precision and quality assurance. Questionnaire Design The various drafts of the questionnaires were the product of close review and comments by EPA, Cadmus, and outside reviewers. Improvements also were made as a result of the pre- test and pilot test. 248 ------- Questionnaire version control was maintained through the various drafts by allowing for one master copy and strictly enforcing version-control procedures. After changes were made to each version of the questionnaire, a new electronic folder with the date of the changes made was created. The most recent dated folder was used to add create any future changes. One Cadmus employee was responsible for making all changes and could track back previous versions of the questionnaire. The questionnaire form was designed to clarify and simplify for respondents the provision of the highly detailed and complex data required for the survey. Graphic devices were used to make the form clearer and simpler to use. The devices included type fonts and sizes, borders, and text boxes. Because of the difficulties many small systems have with filling out complex questionnaires like the CWS Survey, site visitors were sent to small systems to ensure the questionnaires were filled out correctly. Mail Data Collection Analysts preparing the material for mailing were provided with specifications for the job and were supervised by a senior staff involved in a number of previous mailings. Analysts worked to produce the letter and envelope to be mailed to each respondent. All labels were printed with verified SDWIS address information. All letters were tailored to each water system with their identification information using the mail merge function in Microsoft Word and a database of address information as well login information to the Web site. Consistency checks between the information printed on the letter and the label were constantly ongoing throughout the mail out. Each recipient of the mailed questionnaire was assigned an analyst who maintained contact with the water system throughout the survey. The analysts provided reminder calls and technical support to the systems. They also reviewed the data as it was received, following up with the system if there were any questions. Senior survey managers reviewed all surveys to ensure analysts were using consistent procedures for each survey. The online tracking system ensured proper tracking and control of all questionnaires from the point of sampling until the data were entered and cleaned. In addition to supporting overall management of the project, the periodic status reports identified response rate problem areas which enabled Cadmus to take appropriate follow-up measures. Site Visits Extensive training was provided to the site visitors, including a two day training session in Boulder, Colorado that included example site visits. Detailed instructions were provided to each site visitor regarding the conduct of the on-site surveys. 249 ------- Regular contact was maintained with all site visitors. Site visitor questions and Cadmus responses were sent to all site visitors to ensure each site visitor received complete and consistent information. Each completed survey was reviewed by Cadmus staff as it was received. Follow-up instructions were provided as needed. 4.4 Expert Review of Responses As was done with responses to the 2000 CWS Survey, each questionnaire was subjected to a multi-level, detailed review by Cadmus staff as it was returned by the systems. Cadmus reviewed the questionnaire for completeness and internal consistency. Systems were called if key questions were not answered or if answers were inconsistent or unclear. Upon receipt of the completed questionnaire, the Cadmus analyst responsible for the system reviewed the survey. They identified missing information and questions or potential problems with responses. The analysts were provided training on how to evaluate a completed questionnaire, as well as written guidance for reviewing the responses. The written guidance included rules-of-thumb for internal consistency checks; these guidelines helped the analyst compare questions and identify inconsistent answers. For example, guidelines were provided on average annual water consumption per household, which were used to compare annual water production with the number of connections reported. Guidelines were provided regarding follow-up questions for the system. If essential data on system finance, treatment, and production were missing, or if inconsistencies could not be resolved, analysts contacted the system. If detailed information was not available (e.g., revenue by customer class), analysts attempted to collect more aggregate-level data (e.g., total water sales revenue.) Analysts worked with the systems to resolve inconsistencies. Senior staff contacted systems when difficult issues arose. Changes to the questionnaire were documented and logged. The analysts' review of the surveys was itself reviewed by senior survey staff. Senior staff evaluated the reviews and provided feedback to the analysts. Senior staff and water system experts provided information and answered questions throughout the data collection period. Upon the completion of an analyst's review of a questionnaire, the completed questionnaire was then reviewed by Cadmus water system experts. Each question in the survey was subject to review. The expert review focused on the validity of the responses to each question (e.g., checking that the treatment sequence is logical), consistency across questions (e.g., the treatment practice is consistent with the treatment objectives), and that questions were answered and reviewed consistently across by water systems. Any further changes were documented and logged. 4.5 Data Processing Quality Assurance The completed surveys were edited and entered into an electronic database. The electronic data were then imported into a hierarchical database for distribution, and a statistical package for detailed analysis. Procedures were in place at every step to maintain the integrity and quality of the data. 4.5.1 Data Entry Most water systems chose to fill out the questionnaire using the Excel spreadsheet. After completing the survey, the water system then uploaded it directly into the database. Throughout the entire process, validations checks were established to assure the highest quality responses. Automatic checks were in 250 ------- built into the spreadsheet to make sure water systems input valid information. For example, water systems were asked to input percentages as a whole number, 25 percent was entered as 25, not .25. If a water system entered in the number .25, a message would appear asking the water system to verify the accuracy of the inputted number. In this manner the responses were controlled as the water system entered data. When a completed questionnaire was uploaded into the database by the water system, the data were subjected to a second set of automated checks. A report was created for the water system about any data issues. They were then given the option to change data before submitting the questionnaire. A paper copy of the completed questionnaire was printed out after the data were uploaded by the water system. The paper copy was reviewed by an analyst and changes were tracked directly on the paper. After senior staff approved the changes through an additional round of quality assurance, then the changes were made to the online database. This process allows for the database to maintain the most recent dataset and all responses can be tracked back to the original survey response. 4.5.2 Automated Data Validation Checks In preparing the final database, EPA and Cadmus designed, produced, and analyzed a series of computer validation checks. These checks were run on the full survey database after the data were entered and passed the standard computer edits for values and ranges on a variable-by-variable basis. The checks included the following: Distribution frequencies for all categorical variables; Distribution frequencies for all continuous numerical variables formatted into four categories (non-zero responses, zero responses, legitimately skipped, and missing); Univariates for each continuous variable; Item-specific cross-tabulations of categorical variables; Item-specific cross-univariates of continuous data; and Item-specific advanced logic edits. 4.5.3 Database Quality Assurance The final, clean survey database represented the product of the various review, editing, data entry, and data validation steps described above. Once the database was prepared, there were a number of subsequent data processing steps required to create a variety of files suitable for analyses and tabulations for the final delivery of a permanent database to EPA. The principal steps included: Appending needed variables from external files, including sample and contact information from SDWIS. Analyzing the hard copy questionnaires and the frequency distributions of continuous and categorical variables to devise rules for handling missing data. Zero-filling blank responses. A detailed series of rules was developed for assessing blank responses and determining whether to regard these as zeros or missing values. In general, 251 ------- blank quantity fields were treated as zero, except when there was external evidence in a logically related item that the response should not be zero. A detailed set of programming specifications was designed to implement these rules. Creating new derived variables from the survey data to categorize systems into strata comparable to the original sampling strata but based on the final survey responses rather than the SDWIS data. Attaching the sample weights to the analytical file. For the final delivery of the database to EPA, deriving and attaching the numerous composite variables created for the production of the analytical tables in this report. Each step was planned in advance. Detailed specifications were written to guide the programming and data processing needed to perform each step. These documents are crucial quality assurance tools to help ensure that systems analysts have a clear and common understanding of the entire process of data management, that the processing stages fit together in a logical order and accomplish the intended objectives, and that there is an unambiguous audit trail of the condition of the data at each stage. Version control was maintained for all computer programs, and interim stages of all data files were permanently archived. This meant that when changes were made to a program or process, it was clear which the current version was and the sequential changes that had been made from one version to the next were apparent. It was always possible to restore any earlier version in full or to merge selected data from the old version to the new version. The combination of the processing specifications, version control, and data archiving ensured that no process was irreversible, that it was always possible to recover from any deliberate or inadvertent changes to the data, and that the characteristics of the survey data were fully known at each processing stage. 4.5.4 Tabulation Quality Assurance The tabulations of the results presented in the tables in this report are varied and complex. Rather than being a simple presentation of individual survey variables, each table usually presents the results of multiple calculations involving several survey variables. Many tables present several such results in a single table. There often were several different ways of defining or calculating an item of interest, and sometimes there were different direct or derived sources of data for the calculation available on the survey database. Hence, the following steps were taken to help assure that each table accurately summarized and presented the data contained in the final survey database. Identify important, relevant, and useful information that could be developed from analyses of the survey data; Design each table to effectively present the results or to juxtapose related results in the same table; Clearly describe the contents of each table; Define in detail the variables, values, formulas, and derivations that went into each calculation; 252 ------- Prepare clear and detailed data processing specifications for carrying out the tabulations according to the calculation definitions; Develop computer programs to process the data pursuant to the tabulation specifications; Review the initial tabular output for: -D Consistency with the design of the table of contents; -D Conformity with the definitional and programming specifications; and -D Reasonable agreement with expected values-based on external measures and expert knowledge of water system operations and finance; Review definitions, specifications, programs, and underlying data for tabulations exhibiting data anomalies or outliers; Review any definitions, specifications, or programs if the review process identifies errors or the need for modifications to previous decisions; and Repeat previous tabulation quality assurance steps and re-run tabulations until no further unacceptable data anomalies are found. The tabulation process was fully automated, from the underlying source data through all processing stages to the final formatted tables. There were no intermediate stages requiring manual transfer or entry of data from one stage to the next. This eliminated human transcription error. Of equal importance, it also expedited the process of successive iterations of the tabulations during the quality review process, as each time a table was produced the output data automatically were transferred into the same final table form as on the previous iteration. This ensured that any new anomalies identified in later iterations did not result from transcription errors, and allowed the review staff to focus their investigations on the table data, specifications, and programs. 4.6 Quality Assurance during Report Preparation The Survey's quality assurance plan was followed throughout report preparation. Estimates in the report were produced in the statistical package Stata using a series of programs (called "do files"). The programs were reviewed by at least two analysts and all changes were tracked and documented. Estimates were internally reviewed and revisions were tracked. Decisions to exclude outliers or other data from analyses were documented. The reports were reviewed internally by Cadmus and by EPA. They also were reviewed by external experts, as discussed in the next section. 4.7 Peer Review The sampling plan was reviewed by two independent external reviewers, A. Richard Bolstein of George Mason University and John Gaughan of the Temple University School of Medicine. Barry Nussbaum of EPA's Office for Environmental Information also reviewed the sampling plan. Bimal Sinha from the University of Maryland also provided comments. The peer reviewers were asked to assess the September 7, 2006 draft of the Sampling Plan for the 2006 Community Water System Survey. The peer reviewers were also provided with a copy of the survey instrument as background. The reviewers made recommended some minor changes to the sampling plan for small systems. The plan's approach for dealing with primary sampling units whose composite measure of size exceed five was modified based on 253 ------- reviewers' comments. The reviewers also recommended revisions to the sampling plan description to clarify the survey's approach. The final report was reviewed by the following: Barry L. Liner, PE and David Binning, PE of AEM Corporation, Scott J. Rubin, JD, and Janice Beecher, Ph.D., Michigan State University. 254 ------- Appendix: Community Water System Survey Questionnaire 255 ------- ------- CWSS Questionnaire United States Environmental Protection Agency SURVEY OF COMMUNITY WATER SYSTEMS OMB No. 2040-0273 Expiration date: 1/31/2010 ------- CWSS Questionnaire When you complete the survey, please upload it to our Web site at: www. CWSS urvev .com Follow the instructions to upload your completed questionnaire. Please have your login ID available. This information was sent with your introductory letter from the Cadmus Group, Inc. If you are missing your introductory letter and need your login ID or prefer to return this questionnaire by e-mail as an attachment please email: CWS Survey (gicadmus group. com You also may print a copy of the completed questionnaire and send it to us in the pre-paid Federal Express envelope provided. (Please call the toll free number sent with your introductory letter if you need a Federal Express envelope.) Or you may mail your printed copy of the completed questionnaire to: EPA Community Water System Survey c/o The Cadmus Group, Inc. 57 Water Street Watertown, MA 02472 Participation in the survey is voluntary. However, as a matter of policy, EPA will not disclose the identity of any respondent to this questionnaire, nor thi identity of any participating water system. While no respondent has ever claimed that the information asked for in this survey contains confidential busines information (CBI), EPA will offer you the opportunity of claiming CBI in the event that we receive a Freedom of Information Act request for any data tha would identify you or your system. It should be noted, however, that EPA has never received a Freedom of Information Act request for such informatioi in prior surveys. The public reporting and record-keeping burden for this collection of information is estimated to average 3.58 hours per response, or from 1 hour ti 5 hours per respondent annually. Burden means the total time, effort, or financial resources expended by persons to generate, maintain, retain, or disclose o provide information to or for a Federal agency. This includes the time needed to review instructions; develop, acquire, install, and utilize technology am systems for the purposes of collecting, validating, and verifying information, processing and maintaining information, and disclosing and providinj information; adjust the existing ways to comply with any previously applicable instructions and requirements; train personnel to be able to respond to ; collection of information; search data sources; complete and review the collection of information; and transmit or otherwise disclose the information. A agency may not conduct or sponsor, and a person is not required to respond to, a collection of information unless it displays a currently valid OMB contro number. The OMB control numbers for EPA's regulations are listed in 40 CFR Part 9 and 48 CFR Chapter 15. The OMB Control Number for the survey i 2040-0273 and the expiration date is 1/31/2010. The agency is required to display the OMB Control Number and inform respondents of its legal significance i: accordance with 5 CFR 1320.5 (b). If you wish, you may send comments on the Agency's need for this information, the accuracy of the provided burden estimates, and any suggested method for minimizing respondent burden, including through the use of automated collection techniques to the Director, Collection Strategies Division, U.S Environmental Protection Agency (2822), 1200 Pennsylvania Ave., NW, Washington, D.C. 20460; and to the Office of Information and Regulatory Affairs Office of Management and Budget, 725 17th Street, NW, Washington, DC 20503, Attention: Desk Officer for EPA. Include the control number in an; correspondence. Do not send the completed survey to this address UMB INO. 2040-0273 Expiration date: 1/31/2010 ------- CWSS Questionnaire Dear Owners and Operators of Community Water Systems: The United States Environmental Protection Agency (EPA) is conducting a national survey of drinking water systems, and yours is one of about 2,000 systems that have been randomly selected to participate. According to your state's database, you have been identified as the most appropriate person to provide information about your water system. Participation in the survey is voluntary. What sort of information are we seeking? Information on a range of operating and financial characteristics, from the current treatment processes being used at your system, to your annual revenue and expenses. There are even a few questions that address security considerations. Conducted about every five years, this survey represents the first time we've been able to offer a variety of ways to participate. A hard copy of the questionnaire will be available, as always. But you will also be able to download a spreadsheet version of the questionnaire, or complete the questionnaire at a specially designed web site. You will be contacted soon to determine which approach suits you best. If you would like to get started before you are contacted, detailed instructions about the questionnaire are included from the Cadmus Group, Inc., the contractor administering the survey for EPA. This survey will accomplish a number of important objectives. It will give EPA current data to let us better consider the costs and benefits to water systems when we develop new national drinking water regulations. It also will allow us to measure the impact of drinking water regulations put in place since the last survey. This, in turn, will help us determine more affordable approaches to drinking water treatment. Furthermore, the answers you provide will help us develop more effective programs to safeguard our nation's drinking water, provide guidance to the states, and measure the effectiveness of existing federal programs, such as the IDrinking Water State Revolving Fund. This survey is part of a larger data collection effort by EPA. You also may be asked to provide information about your future investment needs through the Drinking Water Infrastructure Needs Survey and Assessment. You will be contacted separately regarding the Needs Survey and Assessment. As we have done in the past, EPA will only make use of the information you provide when it has been aggregated with the responses of many other water systems in the same size category as yours. We will never disclose your name or the name of your water system in any public documents. The questionnaire has more details on how your privacy will be protected. The agency is required to display the Office of Management and Budget (OMB) Control Number and inform respondents of its legal significance in accordance with 5 CFR 1320.5 (b). The OMB Control Number for the survey is 2040-0273. The expiration date for Control Number is January 31,2010. Answers to this questionnaire will help EPA understand your circumstances better than any other tool we have. If you have ever wanted to have a larger say in the development of national rules that could directly affect you and your water system, providing answers to this questionnaire is an important contribution. Because only 2,000 of you are being asked to speak for over 50,000 other systems, your voice is that much more important and will carry that much more weight. If you have ever felt that federal regulators don't understand your situation, then please take this opportunity to tell us, in detail, just what your situation is. It will make a difference. Sincerely, Brian C. Rourke Program Analyst Standards and Risk Management Division Office of Water, US Environmental Protection Agency ------- CWSS Questionnaire GENERAL INSTRUCTIONS This questionnaire asks about your system's operational and financial characteristics. Questions 1 through 4 ask for general information about your system. Questions 5 through 20 ask about your system's operational characteristics, including its water sources, treatment practices, storage and distribution system. Questions 20 through 28 ask about your system's financial characteristics, including number of connections, revenue, expenses, and capital investment. If you received and completed EPA's Water Treatment Plant Questionnaire AND and you are willing to give EPA access that information for purposes of this survey, you do not need to complete questions 21 to 24, and questions 26 to 28. You will be contacted to confirm that you are willing to share the results. Please complete the questionnaire. Save your file early and often! Additional copies of the questionnaire are available at www.CWSSurvey.com. To access the Web site, you will need to have your login ID and password available. The login ID and password were mailed to separately in an introductory letter from the Cadmus Group, Inc. This letter also contained a toll-free help-line for you to call if you needed any assistance. If you do not have this information, please contact The Cadmus Group, Inc. through e-mail at C WS Survey @cadmusgroup. com. You may upload the completed questionnaire to our Web site at www.CWSSurvey.com or send it to us via e-mail at CWSSurvey@cadmusgroup.com. You also may print a copy and send it to us by FedEx or U.S. mail. We recommend uploading it to the Web site because you will be able to view and confirm your responses. See below for upload instructions. You are also encouraged to send schematics, diagrams, financial reports, or other information that will help provide a complete picture of your water system. If you have electronic copies of the documents, you may upload them to www.CWSSurvey.com. Please have your login ID available to upload files. If you only have paper copies, you may request a pre-paid FedEx envelope by e-mailing us at CWSSurvey@cadmusgroup.com, or by the calling toll-free number on your introductory letter from the Cadmus Group, Inc. To upload the survey to the Web site after completion: Please save your file often! And before uploading the questionnaire, please save the file one additional time. The upload process will upload only the most recently saved file. If you make changes before saving and attempting the upload, the new information will not be uploaded. After using your login ID and password to access your water system's account at www.CWSSurvey.com, you will seen an option to upload your survey to the Web site. Follow the instructions once you have logged in to upload the file from your computer. After the upload you will have an opportunity to review any inconsistencies found in the questionnaire during the upload process. A report will be created that explains these inconsistencies. You may print out the report, correct any issues you agree with in the file on your computer, save the file, and upload the corrected questionnaire. If you make any changes, be sure to save this report before you upload the questionnaire again! Once you agree to all of your responses, you can finalize your responses by clicking the "Submit" button. The upload process will automatically fill out the online questionnaire at the website. The report that highlights inconsistencies in the responses iii ------- CWSS Questionnaire GENERAL INSTRUCTIONS will have hyperlinks to where this response appears in the online form. You will have the option to change your responses online. (Please note that the layout of the online form is different than that of the spreadsheet.) To e-mail your survey as an attachment: You may e-mail the questionnaire as an attachment to CWSSurvey@cadmusgroup.com. If you choose this method, please save your file before sending it! Your e-mail program will attach only the most recently saved version of the file. If you make any changes but do not save the file before sending, then incorrect information will be submitted. Please save early and often! You may also e-mail copies of any your documents to the same e-mail address. Note on printing and mailing the questionnaire: Only the first page of every sheet is currently set to print. Any information you add outside of this print range will not print unless you adjust the print settings. Please ensure that you print out all information. If you need any help, please call the toll free number sent with your introductory letter from the Cadmus Group, Inc.. Someone will assist you in changing the print ranges. If you decide to print out the questionnaire before starting the questions, please call toll-free and we will send you a paper version of the questionnaire via FedEx to ensure that all questions are returned in the postage-paid envelope. Other versions of the questionnaire: If you prefer to have your work stored online, you may complete the questionnaire through the online form at www.CWSSurvey.com. There is a paper version of the questionnaire available. It can be sent to you via FedEx, along with a postage-paid envelope for easy return. Questions? Comments? Concerns? If you have any questions, please call The Cadmus Group, Inc., toll-free using the number on your introductory letter from Cadmus or e-mail Cadmus at CWSSurvey@cadmusgroup.com 111 ------- CWSS Questionnaire 1 Please provide the name, title, and telephone number of the most knowledgeable person to contact for information. A. Part I - Operating Characteristics B. Part II - Financial Characteristics (Write "SAME" if same as A) Name: Title: Tel. No. Fax No. E-mail: 2 This survey will ask you to provide operating and financial information for your public water system for the most recent 12-month period for which data are available. Please specify below the end dates for which data are provided. For part B, you may use data from the most recently completed fiscal year or the most recent year for which audited financial reoprts are available. A Operating information (end date): / / mm / dd / yy B Financial information (end date): mm -/=-/- ------- CWSS Questionnaire 3 A Please classify your water system using the following criteria. (Please check only one) Owned and operated by a government or public agency (not including government-owned systems that hire a private O company to operate the system) Owned by a government or public agency and operated by a private contractor O Owned privately and operated for profit primarily as a water business (e.g., American Water Company) O Owned privately and not operated for profit (e.g., a homeowners association or a non-profit cooperative) O Owned privately and operated as a necessary part of another business (e.g., a mobile home park) Please specify Q your primary business in part B. B If the system is owned privately and operated as a necessary part of another business, please specify the type of business: 4 A Do you have regular access to a computer for sending and receiving information? O Yes O No (Skip to question 5) B Do any of your computers have the following software or peripherals? (Please check all that apply) Microsoft Excel Microsoft Access CD drive DVD player C What access do you have to the Internet? (Please check only one) High-speed Internet access (e.g., cable, DSL, wireless, or Tl) Dial-up modem access No access ------- CWSS Questionnaire The following definitions of water system components are used in this survey. Figure 1 is an example of a schematic of a water system showing water sources, treatment plants, transmission lines, and the distribution system. Please refer to these definitions and the schematic for an explanation of the terms used in questions 6 through 11. Please submit diagrams or schematics, using figure 1 as a guide. Please note that the identifier numbers used in the questions do not refer to specific items in figure 1. For example, use 'SI' to refer to your first surface water source, regardless of whether it is a flowing stream, as depicted in the schematic, or another surface water source. Term Surface water intake Ground water source Purchased water connection Water treatment plant Buyer Entry point Example Code SI, S2 Gl, G2, G3, G4 PI, P2 WTP 1, WTP2 B1,B2,B3 E1,E2, E3, E4 Definition Surface water intake refers to the structure at the surface water source (flowing stream, lake, reservoir, or ground water under the direct influence of surface water [GWUDI]) that permits the withdrawal of the water from that source. Ground water source refers to the connection of untreated water from one or more wells to a water treatment plant or directly into the distribution system. Where the water from multiple wells flows through a common pipe prior to entry to the treatment plant or distribution system, the combined flow is considered one ground water source. Do not include GWUDI. A purchased water connection refers to the transmission of water from the seller's water system to a water treatment plant or directly to the distribution system of the purchaser's water system. Figure 1: Sample diagram of intakes, treatment plants, and entry points msx\ \w EffiSL XT ^pi =3tF B^\ ri ^\ (WelT) P2 , Flowing \. ~r^ HEV ^Stream N^ 1 02 y ^ \\^ * WTP 1 -__ ' / \si ^"~-- -^ / / ^___- x ./ G1 -(We?) diltl / / rsLTeir?^ ^i^) ;/> ^ -""X (WelT) / / \. WTP 2 ^ / / \BI G?-^-x E4^l Distribution ijignz (Well) (well) system Grid ^ -"G4 A water treatment plant is any facility where water is filtered, disinfected, or otherwise treated prior to its transmission to the distribution system (or its conveyance to another purchasing water system). For the purposes of this survey, simple disinfection only or pH adjustment prior to entry into the distribution system are considered to constitute a water treatment plant. Other examples include large-scale filtration plants and chemical feed on wells for disinfection. It does not include facilities within the distribution system that boost disinfection. A buyer refers to any public water system to which water is sold. An entry point is where treated or untreated potable water enters the water system's distribution system. ------- CWSS Questionnaire 5 Please provide a copy of the schematic of your system. (Remember: you may send an existing schematic if available) Figure 1 is an example of the type of schematic requested. This information can be transmitted two ways. 1. If your files are stored on your computer: A. Upload the schematic at the Web site www.CWSSurvev.com or, B. E-mail the schematic as an attachment to CWSSurvev(@,cadmusgroup.com To access the Web site you need to have your login ID and password available. The login ID and password were mailed to you separately. If you do not have your login information, please e-mail: C WS Survev(@.cadmusgroup. com 2. If you prefer to send a hard copy through the mail, please call the toll-free number from your introductory letter from the Cadmus Group, Inc to request a pre-paid FedEx envelope to return this information. Figure 1 is an example of the type of schematic requested. Please note that this can be e-mailed or uploaded at the same time as the financial information requested later in the survey. ------- CWSS Questionnaire Provide the following information for the ground water sources, surface water intakes, or purchased water connections for this water system. MG is millions of gallons of water. MOD is millions of gallons per day. If the source is used on a seasonal or emergency basis, the average daily amount is for the days the source is used. 6A Ground water sources. (Click here to go to the definition on tab Fig 1.) How many ground water sources (i.e., treatment plants or groups of wells tied directly to the distribution system) are in your water system? Number of sources: Please list each well or group of wells feeding into a single ground water entry point separately by line. Notes for the table: 1. Treatment includes any process that alone or in combination with other processes has an objective of producing or maintaining potable water. 2. If you do not know the limit of your source, please leave this column blank. Limits on the availability of water include source capacity, water quality requirements, state and local water resource plans, local economic development and growth projections, contractual obligations, permits, water rights, and legal constraints. Limits also include current equipment constraints imposed by system components, pumps, and water treatment plant capacity. Ground water sources Gl G2 G3 G4 G5 G6 G7 G8 G9 G10 How many individual wells supply this ground water source? Is this a seasonal source? (Yes or No) Is this an emergency source? (Yes or No) If this is a seasonal or emergency source, how many months was it used in the 12-month period reported in question 2A? Is the water from this source treated by your system?1 (Yes or No) What is the total amount of water drawn from this source in the 12- month period reported in question 2A? (MG) On average, how much water was drawn from this source on a typical day when it was used during the reporting period in question 2A? (MOD) Estimate the maximum daily amount of water that can be drawn from this source that supplies each ground water entry point.2 (MOD) ------- CWSS Questionnaire 6B Surface water intake identifiers. (Click here to go to the definition on tab Fig 1.) 1 How many surface water intakes are in your water system? Number of intakes: 2 Please list each surface water intake separately by line. Notes for the table: 1. GWUDI is ground water under the direct influence of surface water. 2. Treatment includes any process that alone or in combination with other processes has an objective of producing or maintaining potable water. 3. If you do not know the limit of your source, please leave this column blank. Limits on the availability of water include source capacity, water quality requirements, state and local water resource plans, local economic development and growth projections, contractual obligations, permits, water rights, and legal constraints. Limits also include constraints imposed by system components, pumps, and water treatment plant capacity. Surface water intake identifiers SI S2 S3 S4 S5 S6 S7 S8 S9 S10 What is the source for this surface water intake? (Please select one) 1) Flowing stream, 2) Reservoir or lake, 3) GWUDI1 Is this a seasonal source? (Yes or No) Is this an emergency source? (Yes or No) If this is a seasonal or emergency source, how many months was it used in the 12-month period reported in question 2A? Is the water from this intake treated by your system?2 (Yes or No) What is the total amount of water drawn from this source in the 12- month period reported in question 2A? (MG) On average, how much water was drawn from this source on a typical day when it was used during the reporting period in question 2A? (MOD) Estimate the maximum daily amount of water that can be drawn from each surface water intake.3 (MOD) ------- CWSS Questionnaire 6C Purchased water connections. (Click here to go to the definition on tab Fig 1.) 1 How many purchased water connections are in your water system? Number of connections: 2 If your system purchases water from one source but has multiple connections or turnouts, please list each connection or turnout separately by line. Notes for the table: 1. Treatment includes any process that alone or in combination with other processes has an objective of producing or maintaining potable water. 2. GWUDI is ground water under the direct influence of surface water. 3. If you do not know the limit of your source, please leave this column blank. Limits on the availability of water include source capacity, water quality issues, state and local water resource plans, local economic development and growth projections, contractual obligations, permits, water rights, and legal constraints. Limits also include constraints imposed by system components, pipeline carrying capacity, and water treatment plant capacity. Purchased water con- nections PI P2 P3 P4 P5 P6 P7 P8 P9 P10 Provide the PWSIDs or name of the sellers for each connection. A seller can appear more than once. Is this a seasonal source? (Yes or No) Is this an emergency source? (Yes or No) If this is a seasonal or emergency source, how many months was it used in the 12-month period reported in question 2A? When you purchase this water, is it one of the following'? (Please select 1) Finished, 2) Partially treated1, 3) Untreated, 4) Unknown What is the source of the purchased water1? (Please select 1) Ground, 2) Surface, 3) GWUDI,2 4) Unknown Do you boost disinfection of water from this source after it enters the distribution system? (Yes or No) Do you provide any other treatment1 to this water besides booster dis- infection? (Yes or No ) What is the total amount of water drawn from this source in the 12-month period reported in question 2A? (MG) On average, water was drawn from this connection on a typical day when it was used during the reporting period in question 2A? (MOD) Estimate the maximum daily amount of water that can be drawn from each purchased water connection.3 (MOD) ------- CWSS Questionnaire 7 Provide the following information for each water treatment plant in this water system. A wafer treatment plant is any facility that treats or otherwise improves the quality of the water prior to its entry to the distribution system. Large-scale filtration plants, chemical feeds on wells for disinfection, and facilities that adjust pH prior to entry to the distribution system are included. Facilities within the distribution system that boost disinfection are not included. A How many water treatment plants are in your water system? Number of plants: B Please provide the following information for each water treatment plant in this water system. Notes for the table: Average daily production is the total amount of water produced by the plant divided by the number of days the plant was in use during the 12-month reporting period in question 2A. Mathematically, it is the sum of all the daily flows divided by the number of daily flows. Design capacity refers to the maximum amount of water the plant can produce in a single 24-hour period with all treatment trains operating at capacity. Peak daily production refers to the maximum amount produced in a single day over the 12-month reporting period in question 2A. Water treatment plant identifier WTP1 WTP2 WTP3 WTP4 WTP5 WTP6 WTP7 WTP8 WTP9 WTP10 List all of the surface, ground, and purchased water sources from question 6 that feed into each water treatment plant. What was the average daily production of each water treatment plant for the 12-month period reported in question 2A? (MOD) What was the design capacity for each water treatment plant? (MOD) What was the peak daily production for each water treatment plant for the 12-month period reported in question 2A? (MOD) ------- CWSS Questionnaire Use the treatment process codes in table 1 and the objective codes in table 2 to describe the treatment processes used by each plant in question 8. Table 1: Treatment Processes Codes Treatment Disinfection Chlorine Chlorine dioxide Chloramines only Chloramine with a free chlorine period (based on need in the distribution system and not routinely done) Chloramine with seasonal (routine) free chlorine use Ozone Ultraviolet light Mixed oxidant Filtration Processes Coagulant addition/rapid mix Polymer addition Flocculation Settling/sedimentation Lime/soda ash softening Recarbonation Filtration Micro strainer Slow sand filter Bag or cartridge Diatomaceous earth Pressure filtration Green sand Code Tl T2 T3 T4 T5 T6 T7 T8 T9 T10 Til T12 T13 T14 T15 T16 T17 T18 T19 T20 Treatment Filtration (continued) Rapid sand filter Deep bed mono-media Dual/multi media Membranes Reverse osmosis Microfiltration Ultrafiltration Nanofiltration Other Aeration Potassium permanganate Corrosion control Ion exchange Activated alumina Iron-based adsorptive media Sequestration Fluoride addition Dissolved air flotation Granular activated carbon Centrally managed POU/POE Clearwell and/or contact vessel (e.g., basin, pipeline) Other (1) see question 8 Other (2) see question 8 Other (3) see question 8 Code T21 T22 T23 T24 T25 T26 T27 T28 T29 T30 T31 T32 T33 T34 T35 T36 T37 T38 T39 T40 T41 T42 Table 2: Treatment Objectives Codes Treatment Code Algae control Ol Corrosion control O2 Primary disinfection O3 Secondary disinfection O4 Disinfectant byproduct control O5 Dechlorination O6 Oxidation O7 Iron removal O8 Manganese removal O9 Taste/odor control 010 TOC removal Oil Particulate/turbidity removal O12 Softening (hardness removal) O13 Recarbonation O14 Organic chemical contaminant removal (e.g., VOCs, pesticides) O15 Inorganic chemical contaminant removal (e.g., arsenic) O16 Radionuclides contaminant removal O17 Security O18 Mussel control O19 Fluoridation O20 Other (1) see question 8 O21 Other (2) see question 8 O22 Other (3) see question 8 O23 ------- CWSS Questionnaire 8A Using the water treatment plant identifiers from question 7, characterize the treatment practices used in each of your system's treatment plants. - Please enter the treatment process and objective for each step of the treatment practice. Use the codes from tables 1 and 2 above. - You may enter up to 30 steps. Each step may have up to three processes and six objectives. - Do not include disinfection booster stations that are within the distribution system. Two examples are provided. The first example is conventional filtration. The second is iron/manganese removal. Roll your mouse here in order to see a list of processes and their codes Roll your mouse here in order to see a list of objectives and their codes WTP Ex. 1 Ex.2 WTP1 WTP2 WTP3 WTP4 WTP5 WTP6 WTP7 WTP8 WTP9 WTP10 Process Objective Process Objective Process Objective Process Objective Process Objective Process Objective Process Objective Process Objective Process Objective Process Objective Process Objective Process Objective Stepl T10 O12 T29 O7 O8 O9 Step 2 Til O12 T20 OS O9 Step 3 T12 O12 Tl O3 Step 4 T23 O12 Step 5 Tl O3 Step 6 T39 O3 Step? StepS Step 9 Step 10 Step 11 Step 12 Step 13 Step 14 Step 15 10 ------- CWSS Questionnaire 8B Specify the other treatment practices from the water treatment plant identifiers from question 7. If, in the last table, you have other unspecified treatment processes or objectives (i.e., you used treatment codes T40, T41, or T42 or objective codes O21, O22, O23), please write them in here. These treatment codes (T40, T41, and T42) are for any treatment process you use that is not listed in Table 1 on page 9. Please specify what each process is: T40: Other (1) T41: Other (2) T42: Other (3) These treatment codes (O21, O22, and O23) are for any objective you are trying to achieve that is not listed in Table 2 on page 9. Please specify what each objective is: O21: Other (1) O22: Other (2) O23: Other (3) 11 ------- CWSS Questionnaire 9 Using the water treatment plant identifiers from question 7, indicate if the specified residuals management practices are used and provide the requested information regarding potential discharge. (Yes or No for each category) Notes for the table: 1. Systems that are allowed to discharge to a waterway, septic system, or sanitary sewer do not face any legal or permitting restrictions on such discharge. Water treatment plant identifier WTP1 WTP2 WTP3 WTP4 WTP5 WTP6 WTP7 WTP8 WTP9 WTP10 Do you use the following residual management process in the following water treatment plants? (Use the water treatment plant numbers from Question 7) Dewatering Mechanical dewatering (e.g., belt presses, centrifuges, pressure filters, and vacuum filters) Non- mechanical dewatering (e.g., lagoons, drying beds, and freeze assisted drying beds) Disposal Land ap- plication (e.g., bene- ficial use) On-Site Storage Deep well injection Waste landfill Hazar- dous waste landfill Non- hazard- ous waste landfill Waterway Are you allowed to discharge to a water- way (surface water)? If yes, do you discharge to a water- way? Septic system Are you allowed to discharge to a septic system? If yes, do you discharge to a septic system? Sanitary sewer Are you allowed to discharge to a sanitary sewer? If yes, do you discharge to a sanitary sewer? Recycle filter back- wash Other (specify) 12 ------- CWSS Questionnaire 10 A Is your system currently treating (directly or indirectly) for any contaminants not regulated by the federal government? (Directly means that the treatment in place is due to the presence of the unregulated contaminant. Indirectly means that the unregulated contaminant is being addressed because of current treatment practices for a regulated contaminant.) ฎYes O No (Skip to question 11) B Please provide the following information about unregulated contaminants addressed by your treatment plants. What are the unregulated contaminants that are being addressed by your treatment plants? If known, please provide the concentration of the unregulated contaminant in the raw and finished water as it leaves the plant. Enter N/A if unknown. Enter ND if the contaminant was not detected. Please also provide the units as well (e.g., mg/L). Raw water Concentration Units Finished Water Concentration Units What water treatment plant treats for the unregulated contaminant? (Use plant identifiers from question 7.) Is the plant treating directly for this contaminant, i.e., is treatment in place to treat specifically for this contaminant? 13 ------- CWSS Questionnaire 11 A What is the total capacity of storage located past the first residential customer? (in millions of gallons) B Please indicate the number of each type of storage facility you have in your utility that is located past the first residential customer. 1 Fully or partially buried 2 Ground level 3 Elevated 4 Hydropneumatic 5 a. Standpipes b. How many standpipes are operated as surge tanks? 6 Other C Indicate the typical number of years between cleaning an individual storage vessel: D Please provide the following information about the practices you use to maintain water quality in storage vessels. Also indicate additional information you need about each practice, regardless of whether you use a practice. 1 2 a Modeling or other detention time evaluations b Longer fill/draw cycles to increase mixing c Inlet/outlet modifications d Mechanical mixing e Increase or switch disinfectant residual f Operational modifications to maintain disinfectant residual g Other (please specify) Do you use any of the following practices to maintain water quality in storage vessels in your system? (Please check all that apply) Do you want additional information to help you implement or make better use of any of the following practices? (Please check all that apply) 14 ------- CWSS Questionnaire 12 Estimate the length of the transmission lines and distribution mains in your system, and length of pipe replaced in the last 5 years. A transmission line is defined as a pipeline that transports raw or partially treated water to a water treatment plant or that transports finished water to distribution mains. A distribution main is defined as part of the pipeline network that distributes water to consumers. Replaced pipe is pipe that has either been physically removed from the ground or has been subject to major rehabilitation efforts. New pipe installed is new transmission lines or distribution mains that do not replace existing pipe. Distribution Mains Transmission Line water Plant Transmission Line Pipe Type and Diameter Transmission lines a Less than 6" 6-10" Greater than 10" and Less than 24" 24" or greater Existing (or current) length of pipe (In Miles) Length of pipe replaced in the past 5 years1 (In Miles) Length of new pipe installed in the past 5 years1 (In Miles) 1. Ending on the date shown in your answer to question 2A 15 ------- CWSS Questionnaire 13 A Please provide the following information about each pressure zone in your distribution system. 1 How many pressure zones do you have in your distribution system? 2 How many pressure zones have booster disinfection stations? 3 How many booster disinfection stations do you have throughout your distribution system? B If your system has experienced a loss of pressure below 20 psi during the past operating year, please tell us the number of pressure losses that occurred for each of the following reasons: 1 Power outage 2 Fire 3 Main pipeline burst 4 Other (such as maintenance, flushing) Please specify 14 Do you flush your distribution system on a regular basis? O Yes O No (Skip to question 17) 15 What percentage of the distribution system is flushed each year on a regular basis? (Please enter a whole number for the percentage, e.g., 50% is entered as 50, not. 50) % 16 What approach is used when you flush your system on a regular basis? (Please check all that apply) A (Uni-) Directional (Restricting water flow to one direction using closed valves to maximize velocity, generally from source/plant to the lowest elevation in the system) B Conventional, random, or non-directional (Opening hydrants on lines without closing valves or restricting the direction of water flow) C Dead end (opening a hydrant or flush valve on the dead-end line) D Other (Please specify) 17 A If you do not flush your system on a regular basis, have you ever flushed your system? O Yes O No (Skip to question 18) B 1 What was the last year in which you flushed your system? 2 In what year did you flush the system before that? (Enter "NA " if you only flushed the system once.) 16 ------- CWSS Questionnaire 18 A Do you use chemical disinfection at any of your water treatment plants? ฎ Yes O No (Skip to question 19) B Please provide the following data on disinfection residuals for one summer month (June, July, August, or September) and one winter month (December, January, or February) for the treatment plant in the system with the highest average daily flow. (For the last part of the question asking for a percent, please enter the percent as a whole number instead of a decimal, e.g., 50% is entered as 50, not .5) Season Summer Winter Month Treatment Plant Average entry point disinfectant residual for the treatment plant with the highest average daily flow Total C12 (mg/L as Cl 2) Free C12 Water Source Distribution system Average distribution system disinfectant residual (mg/L as Cl 2) Total C12 Free C12 Percentage of distribution system samples <0.2 mg/L , including non-detects Total C12 % % 17 ------- CWSS Questionnaire 19 Please list the 5-digit ZIP codes in your service area. Please estimate the percentage of your residential customers that are in each ZIP code. This information will be used to identify the unique demographic characteristics of your service area so that EPA can better assess the financial and operating characteristics of the system. (Please enter the percent as a whole number instead of a decimal, e.g., 50% is entered as 50, not .5) ZIP Code 1 2 3 4 5 6 7 8 9 10 Approximate Percentage of the Water System's Residential Customers in this ZIP Code % % % % % % % % % % ZIP Code 11 12 13 14 15 16 17 18 19 20 Approximate Percentage of the Water System's Residential Customers in this ZIP Code % % % % % % % % % % 18 ------- CWSS Questionnaire 20 Please answer the following questions about water security. Please Check if Answer is Yes A 1 Has your water system attended any EPA-sponsored water security training? Q 2 Have you used EPA's Web-based water security technology product guides? Q 3 Have you heard of EPA's Response Protocol Toolbox? O 4 Have you heard of the 14 features of an "active and effective" water security program? O 5 What, if any, information do you need that would help you protect your system against security threats? (Please write a brief answer below) B 1 Have you heard of mutual aid and assistance agreements or compacts? (If No, skip to section C) 1 Would you be interested in joining such an agreement or contract? 3 If not, please explain why not: C What are the two greatest barriers to enhancing security at your system? (Please select up to 2 from the menus) If you selected "Other", please specify on the line below: _,. ., Other (Please specify) Choices are: Lack of interest at the system, public, or rate board level Competing priorities (regulatory compliance, aging infrastructure, etc.) Lack of funding Lack of knowledge /guidance /training materials D Who do you prefer to get Water Security Information/Products from? (Please select only one) 1 Department of Homeland Security 2 EPA O 3 Water Associations ^ 4 No preference 5 Other (Please specify) 19 ------- If you received and completed EPA's Water Treatment Plant Questionnaire AND and you are willing to give EPA access to that information for purposes of this survey, you do not need to complete questions 21 to 24, and questions 26 to 28. Are you willing to give EPA permission to use data from the Water Treatment Plant Questionnaire to complete the financial sections of the Community Water System Survey? O Yes (Skip to Question 25) O No (Continue to Question 21) ------- CWSS Questionnaire 21 A Please complete the table below for the most recently completed fiscal year (the 12-month period indicated in question 2B). Financial information is needed to assess the financial condition of your water system, to assess possible future expenditures, and to see how costs are distributed among customers. No financial information provided will affect any EPA or other federal financial assistance program. Column A: What was the amount of water produced and delivered to each of the following customer categories? Report the amount in millions of gallons per year (MGY). Unaccounted for water includes system losses and uncompensated uses (e.g., fire flow). Columns B and C: How many connections and people did your drinking water system serve year-round? Please indicate the number of connections and number of people served by your water system for all customer types that apply. If you do not know the connections or people served, please provide your best estimate. Column D: What were your drinking water system's revenues from water sales for each of the following customer categories? (Enter "0" if you do not have revenue from a source.) Column A Water Quantity Delivered Column B Number of Connections Served Column C Number of People Served Column D Water Sales Revenue 1 Sold to other water suppliers a Finished water b Partially treated or untreated water 2 Residential 3 Non-residential (Commercial, Industrial, Agricultural) a Finished water b Partially treated or untreated water 4 Unaccounted for water and uncompensated usage B Please indicate your water system's revenue during the last year from other water-related sources. 1 Connection and development fees 2 Revenue from the Government (e.g. General fund of Municipal Government) 3 Other water-related revenue not reported above (e.g., fines, penalties, other fees) Please specify Provide the PWSID or name of each public water supplier included in the response to part Al above. 1 Finished water 2 Partially treated or untreated water D Please indicate the revenue you received from non-drinking-water-related business, not included above, including rental income and the sale of other goods and services: E If you did not report any revenue under parts A, B, and D, how did you pay for your system's operations? 21 ------- CWSS Questionnaire Non- residential Customers 22 Please identify your drinking water system's billing structure. (Please check all that apply) Residential A Metered charges Customers 1 Uniform rate CH 2 Declining block rate Q 3 Increasing block rate Q 4 Peak period rate (e.g., seasonal) Q B Unmetered charges 5 Separate flat fee for water 6 Annual connection fee 7 Combined flat fee for water and other services (e.g., rental fees, association fees, pad fees) C Other billing methods Please specify 23 A Does your system have a program that lowers the cost of drinking water for low- or fixed-income households? O Yes O No (Skip to question 24) B What are the eligibility requirements for this program? C How many households qualify for the program? 24 A Does your system serve a residential population that changes on a seasonal basis? The seasonal population is considered the population that fluctuates within a system based on the seasons. For example, the population of a water system serving a winter or summer resort area has an influx during certain periods of the year. ฎ Yes O No (Skip to question 25) B Please indicate the average daily flow during peak season (MOD) : C Please indicate the approximate number of days in the peak season (e.g. 30, 60, or 90 days): 22 ------- CWSS Questionnaire 25 Please enter the following information about operators, mangers, and administrative staff that work at the water system. Enter the wage for hourly employees. Exclude overtime pay from the hourly wage. For salaried employees, enter their hourly equivalent. For example, for full-time salaried employees, enter their salary divided by 2,080 hours. Benefits include statutory benefits such as PICA and unemployment insurance, as well as pension and other retirement contributions, health insurance contributions, vacation, and sick leave. It also includes supplemental pay, including overtime pay for wage employees and holiday pay. (If you do not know the exact information, please provide your best estimate) A Full-time Employees Enter the number of full-time employees, their average hourly wage rate or salary equivalent, and their benefits as a percentage of their salary or wages. Staff 1 Operators a Treatment Plant b Distribution System 2 Managers 3 Administrative staff Number of full-time employees Average hourly salary or wage ($xx.xx) $ $ Benefits as a percentage of salary or wages % % % % 23 ------- CWSS Questionnaire B Part-time Employees Enter the number of part-time employees, the average hours worked per week by part-time employees, their average hourly wage rate or salary equivalent, and their benefits as a percentage of their salary or wage rate. Staff 1 Operators a Treatment Plant b Distribution System 2 Managers 3 Administrative staff Number of part-time or employees Average number of hours per employee per week Average hourly wage ($xx.xx) $ $ Benefits as a percentage of salary or wages /O /O /O % C Contract Employees For contract employees that operate the system, provide the number of employees, the number of hours worked and the average hourly cost to the system (including wages, salaries, benefits, and fees). Staff 1 Operators a Treatment Plant b Distribution System 2 Managers 3 Administrative staff Number of contract employees Average number of hours per employee per week Average hourly labor cost ($xx.xx) 24 ------- CWSS Questionnaire 26 This question is intended to account for all of your drinking water expenses related to the revenues referred to in questions 21 A and B. Please provide finanical data for the latest 12-month period for which they are available. Please do not compile new data specifically for the survey if data already exists. The categories below are intended to be mutually exclusive. For example, expenses for purchased water in part B should include the cost of the water only (an operating expense), not the capital required to bring it to the system. A Please e-mail or upload available summaries of financial statements, including a balance sheet, income statement, and statement of cash flows. Please attach a depreciation schedule, if one is available (i.e., a program defining your process for depreciating the value of capital improvements). Please follow the upload or e-mail process listed in question 5. Please enter the following routine operating expenses in the past year: 1 Expenses for purchased water: _$ 2 Security-related expenses (spending for security only, e.g., gates, locks, or guards): _$ 3 Other routine operating expenses (including expenses for labor, chemicals, power, materials and supplies, and contractor services): $ 27 A If you have paid for major capital improvements, repairs, or expansions in the 5 years ending on the date reported in question 2B, please indicate the total amount spent on these capital expenditures. 1 a Land: $ B b How much land was purchased (acres): 2 Water source: 3 Transmission and distribution system: 4 Treatment: 5 Storage: 6 Security (include security-related spending not included in other capital expenditures): 7 All other not included above: 4 Depreciation expenses: 5 Income taxes: 6 Other payments to the general fund, e.g., payment in lieu of taxes: C Please enter the amount of debt service expenditures in the past year: 7 Interest payments: _$ 8 Principal payments: _$ D Other Expenses 9 Capital improvements: _$ 10 Payments to reserve funds: $ B What percentage of the total capital expenditures identified in part A were used for the following? (must total 100 percent) (Please enter the percent as a whole number instead of a decimal, e.g., 50% is entered as 50, not .5) 1 System expansion, regardless of whether expenditure includes replacement and repair of equipment or compliance with regulations: 2 Replacement and repair of equipment, regardless of whether it includes compliance with regulations but excluding spending for system expansion: 3 Compliance with regulations, excluding expendi- tures for system expansion and replacement and repair of equipment: 25 ------- CWSS Questionnaire C How were the major capital improvements, repairs, and expansions of the past 5 years from question 27 A funded? (Please enter the percent as a whole number instead of a decimal, e.g., 50% is entered as 50, not .5) Percentage of For borrowed funds, please provide the: capital expenses funded from each source (should sum to 100 percent) Average interest rate Average length of loan period (Years) 1 Current revenue (including payments from reserve funds): 2 Equity or other funds from private investors: 3 Department of Homeland Security Grant: 4 Other government grants: 5 Drinking Water State Revolving Fund a Principal Repayment Forgiveness: b Loans: 6 Other borrowing from public sector sources (e.g., state or regional authorities): 7 Borrowing from private sector sources (e.g., banks or the bond market): 8 Other (Please specify) : 28 Do you have an asset management plan or other formal written strategy addressing your long-term (e.g., 20 years or more) needs for infrastructure rehabilitation and replacement? 26 ------- ------- ------- ------- |