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1754 - Resolution - Adopting 1995 Comphrehensive Water System PlanRESOLUTION NO. 17541/ A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, ADOPTING THE 1995 COMPREHENSIVE WATER SYSTEM PLAN. WHEREAS, The City of Port Orchard owns and operates its own municipal water system; and WHEREAS, the City is required to prepare a formal Water System Plan to project th-e needs of the water system for the next six years; and WHEREAS, the Washington State Department of Health has approved the City's draft Water System Plan; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF PORT ORCHARD DOES HERESY RESOLVE: 1. The Comprehensive Water System Plan, 1995 is adopted for use by the City of Port Orchard; 2. The Plan is available to the public at a cost of $50. for the Plan and the appendix. The City may sell an abbreviated copy of the Plan without the appendix for a cost of $25. PASSED by the City Council of the City of Port Orchard, APPROVED by the mayor and attested by the Clerk in authentication of such passage this 14th day of October, 1996. CAROLYN POWF$S, MAYOR PROTEM ATTEST: ,--� diqk 4,7At-, Michelle Hager, Deputy gerk CITY OF PORT ORCHARD COMPREHENSIVE WATER SYSTEM PLAN 1995 Prepared by the Public Works Department Lawrence J. Curles, P.E. city Engineeer { 1 ;� 9L TABLE OF CONTENTS PURPOSE AND OBJECTIVES ................................ 1 Previous Studies ................................. 2 FUTURE SERVICE AREA ................................... 3 State Goals ..... .. ............................ 4 City Goals and Objectives ........................ 5 SERVICE AREA CHARACTERISTICS .......................... 9 SERVICE AREA POLICIES ................................. 14 FUTUREGROWTH ......................................... 19 FUTURE WATER DEMAND .......... 23 Assessment of Existing Water Consumption ......... 23 Conservation ..................................... 28 Water Demand Projections ......................... 30 PERFORMANCE ............................................ 32 Applicable Criteria .............................. 32 SourceRequirements .............................. 32 StorageRequirements ............................. 36 Distribution System Requirements ................. 37 CINVENTORY OF EXISTING SYSTEM ................. 46 General Description ............................. 46 LowZone Storage ................................ 48 HighZone Storage ............................... 48 Intermediate Zone ................................ 49 Distribution System ............................. 49 System Monitoring and Control 51 Fluoridation .................................... 53 FIREFLOW............................................. 54 HYDRAULIC ANALYSIS ................................... 57 WATER RESOURCES ...................................... 58 Capacity Analysis ............................... 62 WATER QUALITY ....................................... 66 Source ........................................... 66 Distribution .................................... 67 SUMMARY OF SYSTEM DEFICIENCIES ....................... 70 SYSTEM NEEDS ......................................... 71 Recommendations ................................. 72 Sedgwick Reservoir and Sedgwick Road Main ....... 72 Well # 9........................................ 73 Sidney Road Main ................................. 73 Hovde Road Main ................................. 74 Sedgwick Interchange Main 74 Sherman Avenue Loop ............................. 74 Melcher Avenue Main ............................. 75 Long Term Improvements .......................... 76 Berry Lake and Old Clifton Road Loop ............ 76 Ross Point Loop ................................. 77 SCHEDULING OF IMPROVEMENTS ........................... 79 FINANCIAL DATA ....................................... 83 TABLES 1 Population Trends ............................. 19 2 City of Port Orchard Populations Projections .. 20 3 Population Projections, By Zones .............. 22 4 1993 Water Consumption, By Category ........... 25 5 Residential Consumption ....................... 26 6 Commercial Consumption ........................ 26 7 Government Consumption ........................ 26 C8 Annual Losses.......... 27 _- 9 Low Zone Water Demand.......................... 31 10 High Zone Water Demand ......................... 31 11 Source Requirements ............................ 33 12 Low Zone Supply and Demand Requirements ....... 34 13 High Zone Supply and Demand Requirements ...... 35 14 MID in Both Zones ............................. 35 15 Low Zone Storage Requirements ................. 37 16 High Zone Storage Requirements ................ 38 17 Total Storage Requirements .................... 38 18 Annual Water Consumption ....................... 39 19 1993 Monthly Water Consumption ................ 40 20 Monthly Production Per Month, 1993 ............ 42 21 Monthly Totals of Both Zones .................. 43 22 Peak Month Daily Consumption, August 1993...... 44 23 Fireflow Required and Available ............... 55 24 Status of Well #6, Psi ........................ 60 25 Status of Well #7, Psi ......................... 61 26 Status of Well #8 ............................. 61 27 Daily Capacity of Wells ....................... 63 28 Annual Capacity of Wells ...................... 64 29 Water Rights Evaluation ......................... 65 30 Water Sampling Unsatisfactories ................ 67 31 Cross Connections ............................. 69 32 Fireflow Improvements ......................... 72 33 Improvement Program ........................... 82 34 Financial report .............................. 84 FIGURES 1 Planning Area ....................................... 6 2 Future Service Area ................................ 7 3A City Land Use ...................................... 10 3B City Land Use ........................................ 11 4 Population Projections 23 5 Pressure Zones ..................................... 24 6 Average and Peak Consumption ....................... 41 7 Intermediate Pressure Zone 50 8 Proposed Improvements 78 9 Monthly Cost For Water ............................. 81 APPENDIX A Ordinances, Resolutions and Agreements B Water Consumptions and Production Data C Water Rights Documents D Water Quality Reports E Financial Data F Operations G Construction Specifications H Formal Agreements I SEPA and Comments PURPOSES AND OBJECTIVES The purpose of this study is to provide the City of Port Orchard with a comprehensive update of the municipal water plan which will be used for future planning and operations. The update was initiated in 1994 with the goal of completion in 1995. However, during that period of time, the City and Kitsap County were writing new comprehensive land use plans and working towards compliance with the Growth Management Act. The City of Port Orchard had its Comprehensive Land Use Plan adopted in 1995. The Comprehensive Land Use Plan and the associated urban growth areas in the unincorporated area has yet to be established and approved. Therefore, the water system plan focuses only on the corporate limits of the City of Port Orchard and a few adjacent areas. When the urban growth boundaries are finally established, approved, and the current litigation between the County and numerous parties is concluded, the City will be able to address those boundaries in the next update. For that reason, the Comprehensive Water System Plan uses only data from 1992 to 1994, inclusive. This document can be C considered interim until the year 2000 or at which time the urban growth areas will be fully accepted, whichever comes first. This document shall also satisfy the requirements of the Washington State Department of Health and the Washington State Growth Management Act. Specific objectives of this plan are as follows: • To assure consistency between the Comprehensive Land Use Plan of the City of Port Orchard and the development of the City water system. • To compile basic planning information and historical data of the water distribution system. • To inventory and evaluate the existing water system. • To forecast water demand based on future population projections. �, • To develop needed water system improvements and provide an implementation plan for these improvements. • To establish an operations program for the water system. • To establish a viable water conservation program. The planning horizon for this study is twenty years. The first six years are the most predictable and that is the period where specific capital improvements are planned. The next fourteen year increment is less predictable due to unknown factors affected by the economy and local priorities. In this time element, capital improvements would be proposed in order that the community would ` recognize their need and future plan updates can better evaluate them. PREVIOUS STUDIES This update to the Comprehensive Water Plan is a continuation of the planning effort by the City of Port Orchard since 1970. Previous studies that relate to this topic are as follows: Comprehensive Water Plan, City of Port Orchard, 1989 Comprehensive Water Plan, Annapolis Water District, Kitsap County, by URS, 1981 1982 Bremerton Utility Five Year Comprehensive Plan, By Gray and Osborne, Inc., 1982 Kitsap County Ground Water Management Plan, by Economic and Engineering Services, 1989 Kitsap County Coordinated Water System Plan, Regional Supplement, by Economic and Engineering Services, 1992 Comprehensive Land Use Plan, City of Port Orchard, 1994 Comprehensive Land Use Plan, Kitsap County, 1994 City of Port Orchard Master Planning for Fire Protection, 1992 COMPREHENSIVE WATER SYSTEM PLAN, 1995 2 \ J FUTURE SERVICE AREA The existing service area is that property within the established city limits, as shown in Figure 1, Planning Area Map. Shown in Figure 2 is the proposed Future Service Area for the water system. The future service area is limited by topography, established boundaries of other water purveyors and the possible urban growth boundaries as developed in growth management. 9 The Commissioners of Kitsap County have declared the entire County as a critical water area. Accordingly, the Water Utility Coordinating Committee developed future service areas and implemented the essential coordination process for the different water purveyors in Kitsap County. This plan will focus on the future service area as approved in the County Coordinated Water System Plan. Once the County litigation is over and the urban growth areas are accepted, the Cf City will prepare a new update to include this area in the plan. The future service areas of the City are based on the elevation of the existing one million gallon reservoir (Elevation 392 feet msl) and the locations of existing water purveyors. To the east of Port orchard, the Annapolis Water District has an established distribution system. As such, the community is best served by not having the City compete with the water district. Therefore, the future service area of the City shall be primarily to the west and south of the City. Another important criteria for establishing the future service boundaries is consistency with land use policies of both the City and Kitsap County. The purpose of the municipal water supply is to COMPREHENSIVE WATER SYSTEM PLAN, 1995 3 serve the urban areas. Care must be taken not to allow water availability be the sole justification for increased urban development. Therefore, any extension of the municipal water system need to be consistent with the following goals and objectives: Our Vision for Port Orchard is a community Which continually strives to become a regional leader in organized, well planned growth to improve the quality and cost-effectiveness of municipal services and which results in a larger, more efficient City. State Goals f Urban Growth. Encourage development in urban areas where adequate public facilities and services exist or can be provided in an efficient manner. (RCW 36.70A.020(1)). Economic Development. Encourage economic development throughout the state that is consistent with adopted comprehensive plans, promote economic opportunity for all citizens of this state, especially for unemployed and for disadvantaged persons, and encourage growth in areas experiencing insufficient economic growth, all within the capacities of the state's natural resources, public services, and public facilities. (RCW 36.70A.020 (5)) ( COMPREHENSIVE WATER SYSTEM PLAN, 1995 4 \ l/ M Permits. Applications for both state and local �! government permits should be processed in a timely and fair manner to ensure predictability. (RCW 36.70A.020(7)) Environment. Protect the environment and enhance the state's high quality of life, including air and water quality and the availability of water. (RCW 36.70A.020(10)) i Public Facilities and services. Ensure that those public facilities and services necessary to support development shall be adequate to serve the development at the time the development is available for occupancy and use without decreasing current service levels below locally established minimum standards. (RCW 36.70A.070(12)) City Goals and Objectives (` Promote conservation of utilities. � I The City shall establish incentives to lessen use of resources. The City shall encourage programs to educate utility users on the benefits and means of conservation. Improve utility service provision. The City shall establish capacity and levels of service for City managed utilities. The City shall allow for the extension of municipal utilities outside City limits, but within the Urban Growth Boundary. The City shall encourage coordination of utilities. l COMPREHENSIVE WATER SYSTEM PLAN, 1995 5 � c ) U- 1 �- WAMFM �IPE.<�Alf. 11vl l_ ET a 1 N � �'� � • � J , � lif � p y 6\ � y r r,� E / 1 •1 Specifically the future service area will provide water for the development to the west of the City. The service area limits extend to include all property within Section 27, Township 24 North, Range 1 East and Section 3, Township 23 North, Range 1 East. Below Section 3, the limits proceed southward to allow development along Sidney Road towards the Sedgwick interchange. Service area agreements with both the Annapolis Water District and the City of Bremerton are products of the Water Utility Coordination Committee. COMPREHENSIVE WATER SYSTEM PLAN, 1995 8 SERVICE AREA CHARACTERISTICS. Figures 3a and 3b comprise the City Land Use Map. The City is primarily a residential community with commercial development located to the north and east. To the west is an area designated for industry such as a gravel pit, contractors yards and a building supply business. Inside the City are two schools and various apartment units. State Highway 166 extends along the north of the City and travels east/west across it. Commercial development has typically occurred along this corridor. With the opening of the Port Orchard Bypass, commercial development has begun to accelerate in the Bethel Road corridor. Kitsap County anticipates significant commercial development on Bethel Road, south of Lund Avenue, which is indicated by the recently approved Wal Mart complex. Sedgwick Road has been designated as the new State Road 160 and is a major 1 thoroughfare to the Southworth ferry. The Sedgwick Interchange has { been zoned for commercial development for many years. There has been minimal commercial development at this interchange for the last five years. The next five years may see a restaurant and motel constructed on this site. Residential development is occurring primarily in the center of the City. The northern half of the City still has the greatest population density. The new residential development is concentrating south of Tremont Street and tends to develop the southern half of the City. The property development becomes more rural the further south one travels. Wilkins Oil Distributing Company is on the west side of the City and abuts State Highway 166. This is a petroleum distributor COMPREHENSIVE WATER SYSTEM PLAN, 1995 9 AV tit Ir" O"ll .w�*IF MEN U ml rim A *I* a i. MONTH CONSUMPTION FF MONTH CONSUMPTION JAN 16.982 JUL 16.340 FEB 16.779 AUG 19.972 MAR 13.959 SEP 24.215 APR 15.716 OCT 18.046 MAY 15.404 NOV 16.118 JUN 17.063 DEC 15.352 TABLE 19: 1993 MONTHLY WATER CONSUMPTION Consumption is based on the total as measured by the account meters. COMPREHENSIVE WATER SYSTEM PLAN, 1995 40 FIGURE 6: AVERAGE AND PEAR CONSUMPTION PER CAPITA COMPREHENSIVE WATER SYSTEM PLAN, 1995 41 MONTH WELL 6 WELL 7 WELL 8 MELCHER BREM. JAN 1.312 10.948 5.818 4.988 0.002 FEB 1.160 7.368 7.006 2.457 0 MAR 1.503 10.107 6.145 4.449 0 APR 2.509 11.143 4.168 6.811 2.045 MAY 1.605 9.359 5.679 5.421 0 JUNE 0.865 8.391 9.191 .1.427 0 JULY 3.104 6.662 9.745 1.651 0 AUG 2.054 9.236 14.693 2.008 0.557 SEPT 2.002 7.706 14.416 2.263 0.181 OCT 1.676 5.571 11.632 1.324 1.431 NOV 0.686 6.561 10.369 1.046 0.323 DEC 0.453 6.782 11.246 0.216 0 IL TOTAL 18.929 99.837 110.108 34.061 4.537 TABLE 20: MONTHLY PRODUCTION PER MONTH, 1993 ( Million Gallons) COMPREHENSIVE WATER SYSTEM PLAN, 1995 42 MONTH LOW SYSTEM HIGH SYSTEM TOTAL JAN 8.772 10.806 19.578 FEB 6.071 9.463 15.534 MAR 7.162 10.594 17.756 APR 8.885 10.979 19.864 MAY 5.543 11.100 16.643 JUNE 7.829 10.618 18.447 JULY 8.11.5 11.396 19.510 AUG 9.840 16.701 25.541 SEPT 7.626 16.679 24.305 OCT 7.415 12.956 20.371 NOV 6.523 11.415 17.938 DEC 7.019 11.462 18.481 TOTAL 90.800 144.169 234.969 TABLE 21: MONTHLY TOTALS OF BOTH ZONES (MILLION GALLONS) ( COMPREHENSIVE WATER SYSTEM PLAN, 1995 43 DAY CONSUMPTION DAY CONSUMPTION DAY CONSUMPTION 1 0.7835 11 0.8234 *21 0.5716 2 0.7597 12 0.7070 22 0.9386 3 1.2658 *13 1.1489 23 0.5893 4 1.2319 *14 0.6409 24 0.8299 5 0.9414 15 0.9618 25 0.6135 6* 1.2290 16 0.4610 26 1.0370 7* 0.5133 17 0.9136 *27 0.568 8 0.8600 18 0.5520 *28 1.1465 9 0.8557 19 1.0135 29 0.9707 10 0.8438 *20 1.1001 30 1.0863 31 0.693 TABLE 22: PEAK MONTH DAILY PRODUCTION AUGUST 1993 (Million Gallons) indicates a weekend From Tables 19, 20, 21, and 22 the following statistics are developed. in 1993, there were 1,756 residential accounts and 210 non-residential accounts for a total of 1,966 services. COMPREHENSIVE WATER SYSTEM PLAN, 1995 44 TOTAL PER SERVICE PER DAY AVERAGE DAILY USAGE IN A PEAK MONTH 824,000 Gal 419 Gal PEAK DAY USAGE IN A YEAR 1,266,400 Gal 644 Gal AVERAGE ANNUAL 234,642,000 Gal 327 Gal AVERAGE DAILY USE 643,000 Gal 327 Gal 3 In terms of per capita and with a population of 5,610, the following would apply: TOTAL PER CAPITA PER DAY AVERAGE DAILY USAGE IN A PEAK MONTH 824,000 Gal 147 Gal PEAK DAY USAGE IN A YEAR 1,266,400 Gal 226 Gal AVERAGE ANNUAL 234,642,000 Gal 115 Gal AVERAGE DAILY USE 643,000 Gal 108 Gal It should be noted that average use of water per service is less than the DOH standard of 800 gallons per day. The DOH standard will be used to determine future source and storage requirements instead of an established lower amount. In this manner, the City will be able to absorb any quick and unexpected growth if it should occur. COMPREHENSIVE WATER SYSTEM PLAN, 1995 45 INVENTORY OF EXISTING SYSTEM GENERAL DESCRIPTION The City of Port Orchard is a municipally operated facility administered by the Department of Public Works. Day-to-day operation and maintenance service for the utility is provided by City personnel, to include billing and financial services. The water system is supplied by deep wells, some of which are flowing artesian. The water rights and claims are included in Appendix C. It should be noted that the average turn around time to process a water rights application from the Department of Ecology is three years or more. The City is awaiting the completion of the application for Well #8. An intertie with the City of Bremerton provides additional supply if and when it is needed. The current agreement to purchase water from Bremerton is included in Appendix H. The City has a intertie capability with Annapolis Water District, but it is not operational. The distribution system is divided into two pressure zones to accommodate the wide range of ground surface elevations within the city limits. The lower pressure zone extends from sea level to an elevation of approximately 200 feet. It serves the central business district and the residential neighborhood in the northern half of the City. The two million gallon reservoir located near Sidney and Tremont Street supplies this zone. The reservoir elevation is 260 feet mean sea level. The upper level pressure zone serves the residential neighborhoods in the south half of the City and the commercial area to the east. The one million gallon reservoir on the west side of State Road 16 is the primary reservoir for this zone. The 100,000 gallon elevated steel tank COMPREHENSIVE WATER SYSTEM PLAN, 1995 46 on Sidney Avenue also serves this zone. The reservoir elevation is 391.60 feet mean sea level. Figure 5 depicts the locations of these facilities. The lower pressure zone receives its water from four wells. Well #4 is adjacent to City Hall. Well #5 and Well #7 are near the corner of the intersection of Port Orchard Boulevard and State Road 166. Well #6 is adjacent to Maple Street. The Bremerton intertie can also supply water to this zone. The upper level pressure zone is supplied from Well #8 at the south terminus of Sidney Avenue and the Melcher Pump Station which draws from the lower pressure zone. The booster pump data for these reservoirs are as follows: Well #6 Booster Pump #1 City Hall Booster Pump #1 Booster Pump #2 Melcher Pump Station Booster Pump #1 Booster Pump #2 Well #8 Submersible Pump Capacity Horsepower 300 gpm 25 at 208 feet of head 690 gpm 75 620 gpm 60 at 300 feet of head 1,000 gpm @ 67 psi 75 750 gpm @ 67 psi 50 at 154 feet of head 450 gpm at 223 feet of lift with discharge at 157 feet Each pump station is monitored by a flow meter which is read daily by a City employee. ( COMPREHENSIVE WATER SYSTEM PLAN, 1995 47 0 IT&Pi'T•)�,,J W.74.its)*,IxN�I Storage for the low zone consists primarily of the two million gallon reservoir at Van Zee Park. This is a single ground level concrete storage tank which is covered. The two 50,000 gallon stilling basins also provide 100,000 gallons of storage to this zone. The 2 MG reservoir is connected to the distribution system by s a 16 inch main and is continually monitored by the telemetry system. In 1990, the City constructed an 100,000 gallon steel tank reservoir on Morton Street, east of Tracy Avenue. This reservoir has the same overflow elevation as the 2MG low zone reservoir. The major purpose for' this new reservoir was to improve the service to the Annapolis Neighborhood by equalizing the demands. HIGH ZONE STORAGE The primary storage for the high zone is the one million gallon reservoir on the Old Clifton Road property. This is a covered concrete ground level reservoir. It is connected to the distribution system by a 12 inch main that crosses under State Road 16. The telemetry system continually monitors the water elevation of the reservoir. The reservoir was constructed in 1977. The Sidney Reservoir is the 100,000 gallon elevated steel tank behind the Public Works' South Shed at 2051 Sidney Avenue which also serves as storage for the system. This tank is at the same elevation as the 1MG reservoir and is continuously monitored by the telemetry system. The tank was constructed in 1961 and was last COMPREHENSIVE WATER SYSTEM PLAN, 1995 48 painted in 1986. The tank has an operational cathodic protection Csystem in it. INTERMEDIATE ZONE Figure 7 is a map which shows the intermediate pressure zone. In order to provide satisfactory water pressure to a small cluster of homes, the intermediate zone was developed in 1984. The zone consists of a pressure reducing valve which is supplied from the high pressure zone Kendall Street main. This provides 60 psi pressure to the homes. The system is a circular loop. The four valves and cross at the corner of Sidney Avenue and Sweany Street can be manipulated to bring this zone into the low zone if necessary. Such an action would be required if the pressure reducing valve ever failed. DISTRIBUTION SYSTEM C 1 The distribution system is comprised of a network of pipes throughout the City. The age and types of pipes vary considerably. The high and low zones are connected at seven locations which are listed below: 1. Mitchell Avenue, in front of the South Kitsap High School 2. The intersection of Maple Street and Kendall Street 3. The intersection of Kendall Street and Sidney Avenue 4. The intersection of Sroufe Street and Sidney Avenue 5. The intersection of Smith Street and Cline Avenue 6. The intersection of Kendall Street and Austin Avenue 7. The intersection of Kendall.Street and Tacoma Avenue The connection is typically a closed gate valve which is identified with a plastic marker, labeled "Do Not Open". COMPREHENSIVE WATER SYSTEM PLAN, 1995 49 0 Q ZW C 1 Sweany .SV Taylor St ao �5mith St ---- Kendall St 8" Tee (Separates Low and Intermediate Systems) I 'OV Taylor St •r' Pressure Reducing Valve 142" D.I. (High) w w � O FIG. 7 ' INTERMEDIATE PRESSURE ZONE COMPREHENSIVE WATER SYSTEM PLAN, 1995 50 In 1983, the high zone was extended to supply the property on the east side of Blackjack Creek. This was accomplished by the construction of the 12 inch main across Blackjack Creek. If for any reason the main failed, the property on the east side of Blackjack Creek could be supplied from the low zone again. This would be accomplished by closing the 12 inch main on the east side of the creek and opening the gate valves on Mitchell Avenue and at the intersection of Kendall Street and Maple Avenue. Hydrant spacing throughout the City is excellent. The residential areas are served by hydrants within 600 feet. In many cases, residents have two hydrants within the 600 feet. In the commercial areas, the hydrants are typically within 300 feet of the structure. For the last few years, the City has been installing storz couplings on new hydrants to enhance fire fighting capability. SYSTEM MONITORING AND CONTROL In 1983 the telemetry system stem was installed to monitor the water distribution system and has been improved each successive year. The system uses dedicated telephone circuits to connect the remote transmitters to the central panel at the Public Works Shop. The panel's main features are: A Hands/Off/Auto switch for each booster pump at Melcher Street Booster Pump Station. While in Auto, the pumps are controlled by the level of the 1 MG reservoir. A Hands/Off/Auto switch for the on line pump at the booster pump station at City Hall. While in Auto, this pump is controlled by the level of the 2 MG reservoir. The pump will COMPREHENSIVE WATER SYSTEM PLAN, 1995 51 automatically shut off if the stilling basin level is insufficient and will restart after the basin refills. A Hands/Off/Auto switch for the pump at Well #6. While on automatic, the pump is controlled by the level of the 2 MG reservoir. A Hands/Off/Auto switch for the pump at the Bremerton intertie. This allow the Bremerton pump to be controlled at the Public Works Shop. A Hands/Off/Auto switch for the pump at Well 8. While on automatic, the pump is controlled by the level of the 100,000 gallon elevated tank. The 2 MG, 1 MG, Morton Reservoir and the Sidney reservoirs are each monitored with 7-day charts to show the elevations of the water. If there is an alarm in the telemetry system after hours, the automatic dialer will call first the beeper, then the employees until someone acknowledges the alarm. The system has other monitoring and control points within the City. These are as follows: On Melcher Street, the existing 16 inch butterfly valve was disconnected from the system and left open. If necessary, this valve can be reinstated and reconnected to the telemetry system. 1 COMPREHENSIVE WATER SYSTEM PLAN, 1995 52 The Bremerton intertie is monitored at the Bremerton Water Operations Building. The flow metering station near the intersection of State Highway 16 and Anderson Hill Road has the capability for a totalizer to be installed. The 100,000 gallon reservoir at Fire Station #2 has an altitude valve located adjacent to it. This valve was found to be malfunctioning and has been isolated from the system. Since this 100,000 gallon reservoir is at the same overflow elevation at the 4 1 MG high zone reservoir, the valve was considered redundant and unnecessary. FLUORIDATION The City fluoridates its water supply. Injection points are located at Well #8, Well #6 and the City Hall Pump Station. The injection point at the Bremerton intertie is not used due to the inconvenience of its location. The injection point is in the Cunderground vault which is next to Anderson Hill Road. The chemical feed equipment consists of a 55 gallon mixing tank for mixing dry sodium fluoride with water and a feed pump that injects the solution into the system. 1 COMPREHENSIVE WATER SYSTEM PLAN, 1995 53 FIREFLOW Providing adequate fireflow is a major priority for the water system. During design of improvements and planning of future developments, careful coordination occurs between the Public Works Department and the Port Orchard Fire Department. Fireflows are set by the Port Orchard Fire Chief and are based on Washington Survey and Rating Bureau standards. This report uses the City's Master Planning For Fire Protection Manual as a primary source of reference material. This particular plan has not been updated since 1991 and does not reflect the improvements to the water system which were completed from 1989 to 1994. Many of the original fire flow inadequacies have been resolved. The minimum fireflow standards for the City are those adopted by the Department of Health: Residential: 500 gpm for 30 minutes \- Multifamily: 750 gpm for 60 minutes Commercial: 750 gpm for 60 minutes Industrial: 1000 gpm for 60 minutes The Fire Department has divided the City into five fire management areas and this information is detailed in the Port Orchard Fire Department's "Master Planning For Fire Protection Manual". Table 23 lists specific fireflow requirements for specific sites and actual fireflow availability. The fire flow availability has been modified from the original report to show the most current fire flows, either measured or calculated. COMPREHENSIVE WATER SYSTEM PLAN, 1995 54 R C` LOCATION ADDRESS REQUIRED AVAILABLE (9pm) (gpm) Westwood Building 502 High St 1,250 2,500 Greenwood Building 600 Kitsap 2,300 3,000 Sidney Village 701 Prospect 2,700 3,000 Myhres Restaurant 739 Bay St 2,160 2,700 Peninsula Feed 901 Bay St 1,225 2,000 Capital Palace 1014 Bay St 3,510 2,700 St Vincent DePaul 1209 Bay St 3,510 2,500 691 Building 691 Bethel 1,800 2,500 Hi -Joy Bowling 1011 Bethel 1,400 2,500 Vista Motel 1090 Bethel 1,890 1,600 County Courthouse 614 Division 2,850 3,000 Givens Community Center 1026 Sidney 1,750 2,600 Cedar Heights Jr High 2220 Pottery 4,000 2,700 Farragut Arms Apartments 219 Farragut 1,500 2,500 Westbay Center 1307 Bay St 3,100 3,000 Wilkins oil 134 SR 16 3,500 3,500 TABLE 23: FIREFLOW REQUIRED AND AVAILABLE The 1992 Fire Department Plan also lists four recommended improvements to the City's water system. These are as follows: 1. From Rockwell Avenue to the Westbay Shopping Center, upgrade the mains to 8 inches. 2. Continued to upgrade the mains on Mitchell Hill and Mitchell Point. 3. Install a new water main with hydrants from on Melcher Street from Pottery Avenue to Sherman Avenue. 4. Loop the water main in Sidney Avenue to the main in Sherman Avenue, through the Sedgwick/SR 16 Interchange. COMPREHENSIVE WATER SYSTEM PLAN, 1995 55 9 one purpose of upgrading the Bay Street water main to 8 inches is to improve the fire flow capability of the Westbay Center and Annapolis neighborhood. This area has had inadequate fire flow due to the small water mains serving the vicinity. The problem of Westbay and the Annapolis neighborhood was resolved by constructing the Morton Street Reservoir and the 10" Morton Street water main. This provided improved volume and increased fire flow availability. Constructing a new water main in Bay Street was considered too expensive and disruptive since Bay Street is an arterial that r serves the commercial business district. Also, this route would had required another pipe crossing of Blackjack Creek, which is a salmon stream. The Mitchell Hill improvements were made in 1994 when the existing 4 inch pipes were replaced with a new 8 inch main. This improved fire flow availability and reduced the amount of water hammer in the water lines. C) The Fire Department recommendations for Melcher Street and the Sedgwick Interchange are also recommendations of this Plan. COMPREHENSIVE WATER SYSTEM PLAN, 1995 56 HYDRAULIC ANALYSIS The City 's water system is modeled on KY2PLUS, a computer based system for the analysis of flow and pressure in pipe distribution systems. The existing computer model has been field checked by the City. The system uses the following Hazen -Williams factors: 4 inch pipe, 100; 6 inch pipe, 120; 8 inch pipe, 130; and greater than 8 inch pipe; 140. These factors are based upon field observations. The low zone uses a fixed grade node of 260 feet. The high zone uses a fixed grade node of 390 feet. The sources have the following capabilities: Well #6, 300 gpm; Well #7, 750 gpm; Well #8, 500 gpm; and Bremerton, 1000 gpm. During analysis, the sources are not implemented. 1 The following deficiencies are determined: 1. Inadequate fireflow along Bay Street, east of Rockwell 2. Inadequate fireflow at the Cedar Heights Jr. High School 3. Inadequate fireflow at the Vista Motel 4. Inadequate fireflow at Wilkins Oil 5. Inadequate storage capacity in the high zone 6. Inadequate production capability in the high zone For the purpose of this plan, the term "inadequate" does not necessarily mean insufficient. The term "inadequate" means that the volume of water available is less than the volume of water required, based on formulas from DOH or fireflow requirements of the Fire Department. CCOMPREHENSIVE WATER SYSTEM PLAN, 1995 57 i WATER RESOURCES All of the Port Orchard water supply is obtained from deep wells and the City intends to maintain this policy. The City also has a supplementary water source from the City of Bremerton. A 16 inch supply line called the Anderson Creek Transmission Main was constructed in 1976 to connect the City's distribution system with that of Bremerton. A booster pump station was constructed at the Bremerton side of the main to overcome problems of fluctuating W water pressure. In the years past, the City had experienced deterioration of the well flows due to sand clogging the casings. The wells have been rehabilitated and production has increased. Well #6 sat idle for many years due to odor and sand problems. In 1985, the well was allowed to flow, without the assistance of a pump, into the stilling basin. From there the water was pumped into the system. By allowing the water to flow naturally, the sanding problem was resolved. By providing a detention time in the stilling basin, the odor problem became minimal. In 1986, Well #5 was televised and it was discovered that the lower portion of the casing had been ruined by previous attempts to rehabilitate the well. The well no longer flowed artesian. Therefore, a submersible pump was installed in the casing and the well can now supplement Well P. Well #7 is the primary source of supply for the lower pressure zone. The well's production had deteriorated from 750 gpm to less than 250 gpm due to sanding over the years. In 1987, the well was rehabilitated and the volume has returned to 750 gpm flowing artesian to the stilling basin by City Hall. Well #8 was drilled in 1987 and supplies 500 gpm to the upper level pressure zone. COMPREHENSIVE WATER SYSTEM PLAN, 1995 58 The well data is provided: Well #4 (City Hall) Diameter 10 inches Depth 240 feet Production 40 gpm Well #5 (Port Orchard Boulevard) Diameter 10 inches Depth 240 feet Production 40 gpm; can be pumped to 100 gpm Well #6 (Maple Street) Diameter 16, 12, 10 inches Depth 806 feet Production 250 gpm Well #7 (Port Orchard Boulevard) Diameter 20, 16, 12 ,10 inches 1 Depth 804 feet Production 725 gpm Well #8 (Sidney Avenue) Diameter 20, 16, 12 inches Depth 577 feet Production 450 gpm Appendix D shows the most current chemical analysis of the water. The wells in the lower pressure zone have .the odor associated with hydrogen sulfide gas. However, the detention time in the stilling basins is usually long enough to dissipate it. in the summer, with very high demands, the water may be injected into the system more rapidly than normal and the odor may be detectable. ( COMPREHENSIVE WATER SYSTEM PLAN, 1995 59 Currently, the water purveyors in Kitsap County are working with the Kitsap County Public Utility District #1 as part of the Ground Water Management Act program. As a part of this program, accurate information on aquifers, recharge areas and geology will be prepared. The City maintains data on the status of its wells. Wells #6 and #7 are flowing artesian wells with a pressure gauge to monitor their status. Well #8 has its static level measured from the air Y intake of the pipe casement. The status is listed in Tables 23 and 24. From the short period of observation, it would appear that the wells remain stable and the City can anticipate continued production. MONTH 92 93 94 MONTH 92 93 94 JAN 4 6 6 JUL 4 5 FEB 4 6 AUG 4 5 0 MAR 5 6 SEP 4 4 3 APR 4 OCT MAY 4 4 6 NOV 4 4 4 JUN 4 6 5 DEC 6 6 4 TABLE 24: STATUS OF WELL #60 psi } COMPREHENSIVE WATER SYSTEM PLAN, 1995 60 MONTH 92 93 94 MONTH 92 93 94 JAN 20 21 38 JUL 20 38 FEB 21 40 AUG 20 38 35 MAR 22 40 SEP 20 38 36 APR 21 38 OCT MAY 20 36 39 NOV 20 30 36 JUN 20 32 38 DEC 21 37 TABLE 25: STATUS OF WELL #7, psi MONTH 92 93 94 92 93 94 JAN 107.2 108 110.8 JUL 107.3 108.3 109.3 FEB 105 110.8 AUG 107 109.5 109.5 MAR 107.2 108 109.8 SEP 107.3 111.5 APR 107.3 107.5 OCT MAY 107.2 107.3 108.1 NOV 108.3 114.2 111.3 1 JUN 107 108.5 DEC 108.3 111.3 TABLE 26: STATUS OF WELL #8 (Static Head In Feet, measured from top of casing) Cj COMPREHENSIVE WATER SYSTEM PLAN, 1995 61 In 1970, the City began fluoride treatment of the water supply by maintaining a concentration of about 1.0 ppm. The water quality is sufficiently high enough as top not require any other treatment, such as chlorination. The water purchased from the City of Bremerton is chlorinated and has a detectable taste and odor. In order to help dissipate the hydrogen sulfide odor and to allow the sand sediment to settle, the City Wells #4, #5, #6 and #7 flow into one of two 50,000 gallon reservoirs. From the reservoir, the water is pumped into the distribution system. Each reservoir is concrete construction and is covered with a concrete roof. The water vulnerability assessment is being evaluated by the Department of Health at this time. CAPACITY ANALYSIS The capacity analysis compares the overall water system capacity to the permitted water capacity. The primary wells which serve the City are Wells #4, #6, #7 and #8. Well #5 can be brought on line as needed. The water purchased from the City of Bremerton is not included in these calculations. Bremerton can discontinue the transmission of this water if the needs of that community require it. Table 27 summarizes the capacity of the wells. COMPREHENSIVE WATER SYSTEM PLAN, 1995 62 WELL INSTALLED CAPACITY, GPM ACTUAL CAPACITY, GPM WATER RIGHTS, GPM #4 40 50 No water right on file #5 40 50 50 Water right pending since 1991 #6 250 300 300 #7 725 750 750 #8 450 500 S00 TOTAL 1,505 1,650 1,600 TABLE 27: DAILY CAPACITY OF WELLS The capacity analysis indicates that the pumps are producing to their full capacity and in excess of the initial estimate of capacity. The City applied for the water rights to Well 05 in the 1970's along with all the other wells in the Water Department. In 1991, it was determined that the Department of Ecology lost this particular application and the City had to resubmit. The application has been pending with Ecology since 1991. The need for Well #9 was recognized several years ago. In 1992, the application was submitted to the Department of Ecology to drill Well #9 next to Well #8. That application is also still pending. Ecology does not have a target date to approve this application. It is expected that Well #9 will duplicate Well #8 and the City will have a reliable source which will provide an additional 500 gpm of water. If Well #9 is allowed to be installed, the City will be able to meet its COMPREHENSIVE WATER SYSTEM PLAN, 1995 63 0 short term source requirements. The need for Well #10 will be reviewed in the next Water System Plan Update. Table 28 compares the capacity analysis based on annual production. It is assumed that the wells would produce 16 hours per day. WELL ACTUAL PERMITTED CAPACITY, CAPACITY, ACRE -FT ACRE -FT #4 65 No water right on file #5 65 Water right pending since 1991 #6 484 560 #7 1,210 1,210 #8 807 560 Is listed as supplemental to existing water rights TOTAL 2,631 (24 hr) 2,330 1,754 (16 hr) TABLE 28: ANNUAL CAPACITY OF WELLS Considering the conservative estimate of pumping only 16 hours a day, the City has adequate water rights to meet the immediate needs of the population. As growth continues, the needs will exceed the available permitted water. A summary of the City water rights are included in Table 29 and documents are shown in Appendix C. �� COMPREHENSIVE WATER SYSTEM PLAN, 1995 64 M DOE FILE NO. EXISTING WATER RIGHTS EXISTING PLACE OF CONSUMPTION USE ANNUAL INSTANT AVERAGE USE (ac-ft/yr) (gpm) PUMPING WPM) CLAIMS CERTIFICATES (DATE) 300 Well #6 7- 3334A (1955) 560 350 750 Well #7 G1-24586 (1984) 1,210 750 500 Well #8 G1-25019C (1990) 560* 500 *Supplemental to other rights PERMITS APPLICATIONS G1-26119 (1991) 50 50 Well #5 G1-26729 (1992) 500 500 Well #9 TABLE 29: WATER RIGHTS EVALUATION COMPREHENSIVE WATER SYSTEM PLAN, 1995 65 WATER QUALITY Appendix D lists the most current water quality reports for the various sources. The City participates in the scheduling program of the Water Management Laboratories, Tacoma, Washington to help assure proper testing intervals. SOURCE Water quality standards are listed as follows: Arsenic 0.05 Mg/1 Barium 1.0 Mg/1 Cadmium 0.01 Mg/1 Chromium 0.05 Mg/1 Iron 0.3 Mg/1 Lead 0.05 Mg/1 Manganese 0.05 Mg/1 Mercury 0.002 Mg/1 Selenium 0.01 Mg/1 r Silver 0.05 Mg/1 Conductivity 700 Micromhoms/cm Turbidity, 1.0 NTU Color 15 Color Units Fluoride 2.0 Mg/1 Nitrate 10.0 Mg/1 Chloride 250.0 Mg/1 Sulfate 250.0 Mg/1 TDS 500.0 Mg/l Copper 1.0 Mg/l Zinc 5.0 Mg/1 As seen by the City' s water analysis in Appendix D, the system meets State and federal standards for water quality. However, past success does not guarantee future compliance. The major threat to the City water supply would be contamination due to surface activity of people. The City draws from several deep aquifers which extend into County land use jurisdictions. Therefore, close COMPREHENSIVE WATER SYSTEM PLAN, 1995 66 coordination with Kitsap County is important to minimize the threat of possible groundwater contamination. DISTRIBUTION The City samples the system six times monthly, as required by WAC 248-54-175. As seen from Table 30, the City periodically experiences unsatisfactory samples. These are caused by improper cleaning techniques before the sample is taken. t YEAR UNSATISFACTORIES 1994 3 1993 6 1992 3 (incomplete data) TABLE 30: WATER SAMPLING UNSATISFACTORIES Q� The City has received unsatisfactory sample results from its testing program. Upon informal investigations of these failures, it was determined that careless sampling was the primary reason for the failures. In most cases, the person collecting the sample failed to properly clean the area from which the sample was taken. The last time the City had to publish a non -acute coliform MCL warning was January 1993. The City has an active cross connection control program. As with the water system, the City Engineer is responsible for its implementation. The City has two employees certified in cross connections, besides the City Engineer. When a new project is constructed, the need for a cross connection device is established Ci COMPREHENSIVE WATER SYSTEM PLAN, 1995 67 by the City and monitored by the City Building Inspector. Once the device is installed, the City verifies that a properly certified individual completes the initial inspection of it. Annually, the City notifies the owners of the devices that the periodic test and inspection is required. The owner is provided the necessary City forms and is allowed 30 days to complete the test. Although the City has certified personnel, it will not test cross connection devices for private businesses or City installations. A copy of the cross connection ordinance is included in Appendix A. Those accounts participating in the program are listed in Table 31.. COMPREHENSIVE WATER SYSTEM PLAN, 1995 68 LOCATION RPBD DCVA United Methodist Church 1 Horluck Trans. 1 Port Orchard Marina 4 1 Marina Sewer Pump Station 1 Yacht Club 1 BP Gas Station 2 2 Group Health 4 Sidney/Glenn Elementary School 1 Kitsap Co. Campus 4 3 Port Orchard Marine Railways 1 1820 Stockton 1 Crawford, McGillard Attorneys 1 Ridgemont Terrace 1 South Kitsap High School 4 Sedgwick Texaco 1 Sinclair Inlet Marina 1 TABLE 31: CROSS CONNECTION ACCOUNTS COMPREHENSIVE WATER SYSTEM PLAN, 1995 69 SUMMARY OF SYSTEM DEFICIENCIES The water distribution system of the City of Port orchard is adequate to serve the needs of the community. If growth remains stable with only a modest increase of population each year, the water system will not need to expand significantly. The most serious problem in the water system is being prepared r for the inevitable future growth. The population of the City continues to increase and this is increasing the demands on the water system. In order to meet the foreseeable requirements, the City will need more water storage capacity and increased production. Conservation and improved operations can mitigate some of these increased demands. However, a new reservoir and another well are needed to maintain proper water resources. The high zone of the water distribution system is the most Cj probable growth area. With the commercial development of the Sedgwick Intersection, commercial fireflows may be required. Improvements to the high zone grid will be coordinated with this new demand on the system. CCOMPREHENSIVE WATER SYSTEM PLAN, 1995 70 SYSTEM NEEDS RECOMMENDATIONS The following first priority needs are recommended: 1. Construct the Sedgwick Reservoir and Sedgwick main 2. Construct Well #9 The following second priority needs are recommended: 1. Construct the Sidney Avenue main from Sidney/Glenn Elementary School to Sedgwick Road.. 2. Loop the Hovde Road main to Sidney Avenue, near the Sidney/Glenn Elementary School. 3. Loop Sedgwick Road to Sidney Avenue. 4. Loop Sherman Avenue to Tremont Street. 5. Loop Pottery Avenue to Sherman Avenue, along Melcher Street. The following long term improvements are recommended: 1. Loop Berry Lake and Old Clifton Road. 2. Loop Ross Point. 3. Construct Well #14. SEDGWICR RESERVOIR AND SEDGWICA ROAD MAIN The future commercial growth in the City is anticipated to be at the Sedgwick Interchange. The property is zoned Commercial and is next to State Road 16 with excellent access to that highway. Commercial growth will require significant fire flows. When possible, improvements to the high zone should be position to be able to serve this interchange. �`}-`� COMPREHENSIVE WATER SYSTEM PLAN, 1995 71 I The City owns approximately two acres on top of the hill, east of the Sedgwick Interchange. The hill's elevation is consistent with the elevation used by the high zone of the water system. This can and should be the site for a reservoir to serve the City's high zone. Table 16 shows the future projected storage needs of the high zone. In 10 years, the zone will need 500,000 gallons of additional storage. In 20 years, the need will be for 1,000,000 gallons. It is proposed that the Sedgwick Reservoir be sized for 1 million gallons in order to avoid expanding the tank at a later date. The main to connect the Sedgwick Reservoir to the City's water system would be along the existing right of way of Geiger road and Sedgwick Road. The alternate route is down a steep cliff which would require a difficult design and expose the pipe to future seismic damage. The size of the Sedgwick Main would be 12 inches to match the water system to which it will connect. In this manner, the City would receive an additional 1, 000, 000 l gallons of storage which would directly supply the commercial areas and residential areas in the south portion of the City. This improvement has been modeled and the new fireflows that would be available are shown in Table 32, which assumes all improvements are made. LOCATION REQUIRED EXISTING PROPOSED (gpm) (gpm) (gpm) Sidney\Glenn School 2,000 2,500 4,000 Grey Chevrolet 1,000 1,000 2,000 Southeast Quadrant, 850 850 .3,000 Sedgwick Interchange Southwest Quadrant, 4,000 N/A 4,000 Sedgwick Interchange TABLE 32: FIREFLOW IMPROVEMENTS COMPREHENSIVE WATER SYSTEM PLAN, 1995 72 WELL #9 Table 11 shows that the City will need additional water production capability at this time. In 1991, the City applied for Well #9 and published the required information in 1992. The water rights for this well is being held in abeyance until there is a basin assessment completed. Well #9 is scheduled to duplicate Well 08 and be in that same proximity. Well #8 is at the south end of Sidney Avenue and draws 500 gpm from an excellent aquifer, 350 feet deep. By consolidation the wells, the chance of success drilling is increased. Also, the City would be able to develop well field which will reduce the cost of future sampling and application of chlorination, if mandated. SIDNEY ROAD MAIN 1 In order to provide adequate fireflow to southwest quadrant of the Sedgwick Interchange, the water main which feeds the Sidney/Glenn Elementary School will have to be extended. This existing 12 inch diameter main current can supply a fire flow of 2,500 gpm to the school. By extending it to the corner of Sidney Road and Sedgwick Road, the available f iref low would be about 4, 000 gpm. By staying in the right of way, the impacts to the nearby creeks would be minimized. However, this main alone would not meet all the City needs. The water system has to be looped in order to assure water delivery at any time. It is anticipated that this improvement will be funded by private development and not require City participation. COMPREHENSIVE WATER SYSTEM PLAN, 1995 73 HOVDE ROAD MAIN Hovde Road is currently served with an 8 inch water main which is feed from across State Road 16. Due to friction losses, the fire flow available at Grey Chevrolet is 1,000 gpm. The fireflow at the Chevrolet dealer can be increased to 2,000 gpm by looping the existing Hovde Road main to the main located at the Sidney/Glenn Elementary School. To reduce impacts to the adjacent area, the water main would remain in the public right of way. r It is anticipated that this improvement will be funded by private development and not require City participation. SEDGWICR INTERCHANGE MAIN In order to loop the water grid, the southeast quadrant and the southwest quadrant of the Sedgwick Interchange needs to be 1 connected with a water main. Water current is provided to the southeast quadrant and there is a 850 gpm available at this time. With looping the Sedgwick Reservoir main and the Sidney Road main, the water system will have the redundancy that it requires for this area. The completed construction with reservoir will provide f ireflows of 31000 gpm. It is anticipated that this improvement will be funded by private development and not require City participation. SHERMAN AVENUE LOOP Currently, Sherman Avenue, south of Melcher Street, is served by an 8 inch main which is fed only from an'existing 4 inch pipe in COMPREHENSIVE WATER SYSTEM PLAN, 1995 74 Melcher. These undersized pipes limit the potential of an 8 inch main and is reflected in the area fireflows of about 500 gpm. To improve fireflow and reliability, the 8 inch main needs to be looped. Previous water plans called for a loop from Sherman, west along Melcher Street and south on Pottery Avenue to Tremont Street. An 8 inch main was extended from Tremont Street into the Port Orchard Boulevard in preparation for the Sherman Avenue Loop. The F loop project would consist of connecting the Port Orchard Boulevard extension to the 8 inch main currently in Sherman Avenue. Fire protection for Pottery Avenue and Melcher Street is adequate for the land use now in place. As property along Sherman Avenue increases land use density, the Sherman Avenue Loop can be completed. The Sherman Avenue loop would provide 2,500 gpm along Sherman 1 Avenue and at the intersection of Sherman and Melcher. Street. MELCHER AVENUE MAIN As listed in the Fire Department's Plan, the water main on Melcher Street from Pottery Avenue to Sherman Avenue needs to be increased to a minimum of 8 inches. Currently, the roadway contains the Bremerton interne which has inadequate pressure for use by that neighborhood. Parallel to that main is a 4 inch main on the high zone. This main can serve the current land use, but is inadequate for subdivision use. The Highlands on Ross creek Subdivision has extended the Pottery Avenue 8 inch main to the corner of. Melcher Avenue. The approved preliminary pat of Heron Ridge will extend that main from Pottery Avenue to Hill Avenue as } COMPREHENSIVE WATER SYSTEM PLAN, 1995 75 i part of .its construction. In order to complete the loop, the main i will need to be extended from Hill Avenue to Sherman Avenue. It is anticipated that future land development will complete this task. There is a serious problem that has to be resolved before this section of main can be completed. West of the Melcher/Sherman intersection, Melcher Street rises along a noticeable hill. As a road improvement, that hill has to be excavated in order to improve sight distance. Any future water main construction has to anticipate the lowering of the road and place the new main deep enough. There have been no engineering studies of the road improvement at this time. LONG TERM IMPROVEMENTS Long term improvements have not been modeled with the intention that they would be constructed as initially conceptualized. These improvements are based on projected Cpopulation growths and future commercial developments. As the demands develop from the increased population and development, the actual water system improvements would have to be engineered. BERRY LAKE AND OLD CLIFTON ROAD LOOP Currently the existing one million gallon reservoir east of State Highway 16 is the primary storage for the high zone. This reservoir is connected to the high zone by one 12 inch main which passes under the four lane highway. If this main breaks or leaks, the entire high zone will be isolated from its storage until the main is repaired. This repair could take several days if it breaks under the highway. } COMPREHENSIVE WATER SYSTEM PLAN, 1995 76 The probable growth in the future service area will be south along Old Clifton Road and the City's water system will extend in that direction. By extending a main south on Old Clifton Road and then east on Berry Lake Road, the City will be able to serve the future service area. Furthermore, the City would have then looped its reservoir so that it crosses the highway in two locations. In this manner, the City would limit the vulnerability of the system by having a looped grid. ROSS POINT LOOP Ross Point is currently zoned to for two subdivisions. The City will supply these new housing areas. Division 1 is underway and will be served by the high zone. Division 2 is expected to be served by the low zone due to the topography requirements. The City currently has a 10 inch water main near the northeast corner of Ross Point which serves Wilkins Oil. Furthermore, along the south property line of Ross Point, the City has a 16 inch main which connects it to Bremerton. Division 2 at Ross Point will allow the two City mains to be looped. By doing so, this new development will have a reliable supply of water and the fireflow available for Wilkins Oil will increase. COMPREHENSIVE WATER SYSTEM PLAN, 1995 77 FIG, S PROPOSED IMPROVEMENTS C) COMPREHENSIVE WATER SYSTEM! PLAN, 1995 78 SCHEDULING OF IMPROVEMENTS The City Council has determined that the growth should not out pace the infrastructure that is required to serve it. The existing need is for additional storage and a new well. These are the Cityts requirements and should be commenced prior to completing second priorities. Financing of the project is typically the major constraint for its completion. The policy of the City is to minimize its debt and to complete the necessary utility improvements on a pay-as-you-go basis. Therefore, pursuant to this policy, the City would prefer to avoid the loan package offered by the Public Works Trust Fund. The City is approaching the time to expand the secondary treatment wastewater facility which could cost $5,000,000. In addition, the City will begin paying for the Port Orchard Bypass in 1998. The City also expects to construct a new City Hall in 1997 for a cost 1 of about $3,000,000. These obligations reduce the amount of debt ) that can be accepted. The citizens of the Port Orchard area are fiscally conservative and are hesitant to accept additional tax burdens with general obligation bonds and local improvement districts, LID's. In order to construct the sewer treatment plant, the community had to finance it with a large ULID. Many in the community are still paying annual assessments on this debt. In recognition of these facts, the City will establish a LID only when there is a clear consensus of the property owners involved. Typically, utility improvements are financed from either operational revenues or connection fee revenues. In the Improvement Program charted in Table 33, the term "revenues" indicate that the COMPREHENSIVE WATER SYSTEM PLAN, 1995 79 project will be financed from annual revenues derived from the rate payers. Improvements solely funded by new development are considered classified as "revenues". The term "reserves" indicates that the project will be financed from the cumulative reserve fund that is derived from the connection fees. Appendix F lists the financial records of the last three years of the utilities and the current water rates. The utility is in sound financial condition and the rates for water consumption are expected to remain stable for at least another year. A rate increase may be required within three years to meet the needs of the utility. Figure 9 shows the monthly cost for a household using 10,000 gallons. There has been two rate increases in the past ten years. The first rate increase reduced the base amount from 5,000 gallons to 2,500 gallons per month. The second rate increase raised the cost over the basic amount from $1.00 to $1.25 per 1,000 gallons over base. In addition, the summer rate program which reduced the C} cost of water in the summer had been canceled. These actions have / contributed to water conservation. Table 33 is the proposed schedule to implement the recommended improvements. COMPREHENSIVE WATER SYSTEM PLAN, 1995 80 ,7 ,e 15 moo 14 ,s 12 11.a0 11 10 6 7 e a 4 3 x 1 0 19e8 1991 YEAR 1999 FIGURE 9: MONTHLY COST FOR 10,000 GALLONS 1 COMPREHENSIVE WATER SYSTEM PLAN, 1995 81 COST FINANCING PROJECT TITLE DESCRIPTION ESTIMATE SOURCE YEAR Sedgwick 1,000,000 Gal Reservoir Reservoir $400,000 Reserves 1998 and Main Sedgwick Main 4,000 ft, 12" $200,000 Reserves 1997 well #9 loll Casing 400 feet $1501000 Reserves 1998 Sidney Main 121''DI Main 3,000 feet $150,000 Developers 1997 Hovde Main 8" DI Main 1,500 feet $60,000 Developers 1996 Sedgwick Loop 12" Main 4,000 feet $250,000 Developers 1998 Sherman Loop 8" DI Main 600 feet $20,000 Revenue 2000 Melcher Main 8" DI Main 800 feet $50,000 Revenue 2000 TABLE 33: IMPROVEMENT PROGRAM COMPREHENSIVE WATER SYSTEM PLAN, 1995 82 0 FINANCIAL DATA Appendix E provides the detailed financial data for the years 1991 through 1994. Table 34 projects the financial situation for the water utility, based on the following assumptions: 1. The City actively maintains a low debt load and requires projects to be paid through cash on hand or through developer's improvements. Loans are the least desirable means to pay for an improvement. 2. A minimum of engineering will be from outside consultants. As much as possible, engineering design and construction management will be in house. 3. The purpose of the monthly revenues is to pay for the operation of the utility. Connection fees will pay for the substantial improvements required by growth and new mandates from State and Federal regulations. For the next six years, the revenues are expected to increase due to the growth of the system. At the same time, the routine expenses will be increasing due to a small, but constant inflation factor of 2.5 percent. It is expected that a rate increase will be C- necessary in 1997 to adjust for expenses increasing faster than revenue. The source of revenue for the substantial capital, improvements -is derived from the connection fee. That fee is currently based on the cost of drilling a well and constructing a reservoir, with the assumption that 50% of the cost would be paid by grants. That assumption was formulated in 1991 and is no longer valid. The City Council will need to review the basis for the $750 connection fee. It is very likely that this fee will have to be increased to meet the current cost of design and construction. COMPREHENSIVE WATER SYSTEM PLAN, 1995 83 BUDGET, 6 YEAR 1995 1996 1997 1998 1999 2000 REVENUES Water Rates 406 422 439 457 475 494 i Fees 10 50 50 55 55 60 Interest 6 6 7 7 7 7 Other 1 2 2 2 2 2 OPERATING REVENUES 423 480 498 521 539 563 EXPENSES O&M Personnel 140 146 151 157 164 170 Purchase Utiities 42 44 45 46 48 49 Treatment 5 5 5 5 6 6 monitoring 3 3 3 3 3 3 Supplies 10 10 11 11 11 12 Transportation 6 6 6 7 7 7 Repairs/Parts 30 31 32 33 34 35 Misc 4 4 4 4 5 5 TOTAIO&M 240 249 258 267 277 287 ADMIN EXPENSES Personnel 40 41 42 44 45 46 Supplies 12 12 13 13 14 14 Insurance 30 31 32 33 34 35 Legal 10 10 11 11 11 12 Professional Sev 5 5 5 5 6 6 Fees 8 8 8 9 9 9 Training 5 5 5 5 6 6 Misc 2 2 2 2 2 2 TOTAL ADMIN 112 115 119 122 126 130 OPERATING EXPENSE 352 364 377 390 403 417 I TAXES 20 21 21 22 23 24 DEBT PAYMENTS 7 7 7 7 7 7 CAPITAL EXPENDITURES 50 60 55 60 70 85 Pumps 10 10 Mains 25 25 30 30 40 40 Equipment I 25 25 25 30 30 35 I I OPERATING CASH RESE 23 25 25 25 25 25 CAPITAL CASH RESERVE 9 45 45 50 50 54 TOTAL EXPENSE 461 522 530 553 577 611 SURPLUS -38 -42 -32 -33 .38 A8 % SURPLUS -9 -9 -6 -6 -7 -9 REVENUE SURPLUS -55 -100 -91 -97 A02 -117 % REVENUE SURPLUS -14 -24 -21 -21 -22 -24 CONNECTION FEE 20 50 50 50 50 50 CAPITAL EXPENDITURES 50 100 100 300 125 0 l Sedgwick Main 50 50 / Sedgwick Reservoir 300 " Well #9 125 City Hall Portion 50 50 50 CAPITAL FACILITY RES 350 270 220 -30 -105 -55 0 APPENDIX A ORDINANCES, RESOLUTIONS AND AGREEMENTS r CONTENTS: 1. 2. Ordinance 1610 Resolution 1666 3. Resolution 1665 4. Resolution 1459 5. Resolution 1237 6. Ordinance 1385 4. Utility Extension Agreements Stewart Tweten Roland ORDINANCE NO. 1610 AN ORDINANCE OF THE CITY OF PORT ORCHARD, WASHINGTON REPEALING ORDINANCE NO. 1608 (POMC 13.04 and 13.08) AND ESTABLISHING REGULATIONS PROVIDING FOR THE CONTROL, MANAGEMENT, MAINTENANCE AND USE OF PUBLIC AND PRIVATE WATER AND SEWER SYSTEMS AND PROVIDING RATES FOR CONNECTION AND USE OF SUCH SYSTEMS. THE CITY COUNCIL OF THE CITY OF PORT ORCHARD, WASHINGTON DOES ORDAIN AS FOLLOWS: SECTION 1: That upon the effective date of this ordinance, Ordinance No. 1608 is hereby repealed. SECTION 2: EFFECTIVE DATE. That this ordinance shall be in effective commencing September 1, 1994 and the following bimonthly water and sewer rates per month are established for the classification of users indicated below within the city limits, such rates shall be charged beginning September 1, 1994. SECTION 3: BIMONTHLY WATER RATES. Water rates are based on a monthly rate and are billed on a bimonthly schedule. The water rates, as calculated bimonthly, are shown below: A. BASIC CHARGE (cost for the first 5,000 gallons bimonthly) SIZE OF SERVICE 3/4" 1" 1 1/2" 2" 3" A 1f '611 8" 10" BIMONTHLY RATE 13.00 14.00 17.00 20.00 26.00 38.00 56.00 80.00 104.00 B. CONSUMPTION CHARGE (cost above basic 0 to 5,000 gallons In excess of 5,000 gallons C. FIRE HYDRANT SERVICE Schools Private Service D. TEMPORARY CONSTRUCTION One Day Service Construction Account consumption) Basic Charge Basic Charge plus $1.25/1,000 gal $ 8.00 per hydrant $18.00 per hydrant $1.25/1,000 gallons or $10.00 whichever is greater $1.25/1,000 gallons as metered Ordinance No. 1610 Page 2 of 13 E. MULTIPLE CONNECTIONS: Multiple Connections are where more than one customer is being served through a master meter and the billing is based on the flow through such master meter. The minimum bimonthly billing of the basic charge is determined by the number of customers multiplied by the rate of $13.00. The consumption charge will be computed by subtracting the amount equal to the number of customers multiplied by 5,000 gallons from the total gallonage consumed. The rate of the consumption will be $1.25 per 1,000 gallons above the basic consumption. F. PROPERTIES OUTSIDE CITY LIMITS: Properties served outside the city limits shall have a 50% surcharge on the monthly rate. SECTION 4: BIMONTHLY SEWER RATES. (A) Sewer rates are based on a monthly rate and are billed on a bimonthly schedule. "The sewer rates, as calculated bimonthly, are shown as follows: DESCRIPTION CLASS - Single Family residence 1 Mobile Home on single parcel 1 Business 2 Professional 2 Churches 3 Hotels, Motel 4 Rest Homes, Care Centers 4 - Kitsap County Jail 4 Apartments 5 Mobile Home Parks 5 Schools 6 Kitsap County Courthouse (Main 7 Complex) Restaurants 8 Laundromats 9 Taverns 10 Car Dealerships 11 Post Office 12 Grocery Stores 13 Bowling Alley 14 Boat Marina 14 Car Washes 15 Beauty Shops and Barber Shops 16 Day Care 17 Gas Stations 18 Assisted Living Units 19 (B) BIMONTHLY RATES: Class 1 $32.00 Class 2 $32.00 for each business with a fixture. $ 8.00 for each businesse , with an employee present, without a fixture. Ordinance No. 1610 Page 3 of 13 $32.00 for each floor of an office building or retail complex that has a public or community bathroom. Class 2 shall be subject to the following surcharge, based on store/office size: Category Size of _store/office Surcharqe Small Less that 15,000 sf None Medium 15,000 to 30,000 sf $32.00 Large More than 30,000 sf $64.00 Class 3 $32.00 for the church, plus* $32.00 for the rectory, plus* $32.00 for the annex. *Class 6 for educational parochial schools. Class 4 Base fee of $32.00 plus $8.00 per unit. - Class 5 $32.00 per dwelling unit. Class 6 $1.50 for each pupil, teacher, maintenance and administrative person. Class 7 $1,248.00 Class 8 Based on the seating capacity as determined by the Fire Chief. Description Seating capacity, Rate Espresso Bar Not Applicable $ 32.00 Deli 0 $ 48.00 Small 1 to 50 $ 96.00 Medium 51 to 150 $144.00 Large More than 150 $192.00 The classification of Espresso Bar includes similar food preparation businesses which do not require the cooking of food or the maintenance of kitchen equipment. Class 9 Base fee of $16.00 plus $8.00 per washing machine. Laundromats with less than 4 washing machines are considered Class 2. {dry Cleaners, without washing machines are Class 2. Class 10 $80.00 Class 11 $32.00 for sales and administrative office, plus $32.00 for service department, plus $32.00 for car washing when the water is used to determine cost sharing } for the sewer treatment plant. Class 12 $112.00 R Ordinance No. 1610 Page 4 of 13 Class 13 Basic Fee of $16.00 plus the following surcharges: Description Surchar e Basic Store $16.00 Bakery $16.00 Wetted Down Produce $32.00 Food Disposal. $32.00 Meat Cutting Area $64.00 Class 14 Base Fee of $16.00 plus $16.00 for each Equivalent Residential Unit (ERU) as determined for the cost sharing formula for the sewer treatment plant. Class 15 Base Fee of $16.00 plus $48.00 per car washing bay. Class 16 $32.00 Class 17 Basic Fee of $64.00 plus the following surcharges: Description Surcharge Less than 5 children -0- 6 to 25 children $32.00 C� More than 25 children Class 6 rates Class 18 $32.00 for gasoline retail and service bay. $32.00 for non -automotive retail. Class 19 Base fee of $32.00 plus $32.00 per unit with private kitchen $ 8.00 per unit without private kitchen, studio apartment Special Notes: I. Home occupations will not be charged additional sewer fees. 2. For a combination of classes in one business, the highest rate will be selected. 3. in the event that an established rate class does not accurately reflect the impact on the sewer system, the City Council may determine the specific monthly rate. 4. Water accounts which serve a marina pier and do not have a connection to the sewer, shall not be charged a sewer bill. A sewer bill will he charged and based on winter consumption if the water meter serves both the marina pier and any facility or pump station that is connected to the sewer system. For billing purposes, live -a -boards will not be considered as a dwelling unit. 1 J 5. Properties served which are outside the city limits shall have a 50% surcharge on the monthly rates. 0 Ordinance No. 1610 Page 5 of 13 SECTION 5: WATER FEES. (A) CONNECTION FEES: Connection fees are designed to mitigate the impact of new water demands on the existing water system. For a single family residence and apartments, the connection fee is $750 per dwelling unit. For commercial units, offices, motels, convalescent centers and other nonresidential uses, the connection fee is $750 per ten fixtures or portion thereof. For all other structures that are served by municipal water, the connection fee is $750 per ten fixtures or portion thereof. A fixture is any fixture as defined in the Uniform Plumbing Code except water heaters, floor drains used for emergency overflows only, drinking fountains if noncontinuous flows and extra fixtures attached to existing or regular fixtures such as bed pan washers, showers over tubs and hose attachments on sinks. (B) INSTALLATION FEE: Installation fees are designed to reimburse the utility for the cost required to connect the new service to the water main. The installation fee is a flat fee plus sales tax based on the size of the water meter for service lines less than 25 feet: Installed by city employees: METER SIZE FEE 3/4" $300 1" $400 1 1/2 $600 2" $700 Larger Meters Estimated on a case by case basis If the water service line exceeds 25 feet, or if the proposed construction is unusually difficult the installation fee will be based on an estimate completed by the city for the required labor and material. If the service is connected by other than city employees, the inspection fee of $50 per meter will be charged. All materials shall comply with the requirements of the City. If the .City supplies any materials, the cost of these, plus overhead and sales tax will be paid by the customer. If the installation is satisfactory, the City shall connect the meter if it is 1" or less in size. Larger meters shall be installed by the contractor. (C) FEES IN LIEU OF ASSESSMENT: Fees in lieu of assessment shall be charged on new accounts unless exempted as explained below: 1. The property has previously participated in a water local improvement district and there are.records to verify this. Ordinance No. 1610 Page 6 of 13 2. The City Council exempts the property from the fees in lieu of assessment because improvements on the property have substantially improved the water system. Fees in lieu of assessment shall be based on the zone and termini method, as prescribed by law, used in Local Improvement District #63. (I?) PAYMENTS: All installation_ fees and fees in lieu of assessment shall be paid in full prior to the physical connection of the private service line to the water system. Connection fees may be accepted on the following schedule: NUMBER OF UNITS DOWN PAYMENT INSTALLMENTS I. To 4 Full amount None 5 to 15 One half of the fee 3 Years at 8% 16 or more One third of the fee 5 Years at 80 Interest would be compounded annually, with prorating on the outstanding balance due. SECTION 6: SEWER FEES. (A) CONNECTION FEES: Connection fees are designed to mitigate the impact of new demands on the existing sewer system. C � For a single family residence and apartment, the connection fee is $750 per dwelling unit. For commercial units, offices, motels, convalescent centers and other nonresidential uses, the connection fee is $750 per ten fixtures or portion thereof. For all other structures that are served by municipal sewer, the connection fee is $750 per ten fixtures or portion thereof. A fixture is any fixture as defined in the Uniform Plumbing Code except water heaters, floor drains used for emergency overflow only, drinking fountains if noncontinuous flows and extra fixtures attached to existing or regular. fixtures such as bed pan washers, showers over tubs and hose attachments on sinks. (B) INSTALLATION FEE: Installation fees are designed to reimburse the utility for the cost required to connect the new service to the sewer main. The installation fee is a flat fee based on the vicinity of the sewer main: 1. Installed by city employees: If the main is within 25 feet of the property line, the installation fee is $300 plus sales tax. 2. If the sewer service line exceeds 25 feet, or if the proposed construction is unusually difficult, the installation fee will be based on an estimate completed by the city for the required labor and material`. t Ordinance No. 1610 Page 7 of 13 3. If the service is connected by other than city employees, the inspection fee of $50 per lateral connection to the main will be charged. All materials shall comply with the requirements of the city. If the city supplies any materials, the cost of these plus overhead and sales tax will be paid by the customer. (C) FEES IN LIEU OF ASSESSMENT: Fees in lieu of assessment shall be charged on new accounts unless exempted as explained below: 1. The property has previously participated in a sewer local improvement district for sewer mains and there are records to verify this. Participation in ULID No. 1 does not exempt property from a fee in lieu of assessment for mains. 2. The City Council exempts the property from the fees in lieu of assessment because improvements on the property have substantially improved the sewer system. Fees in lieu of assessment for mains shall be based on the zone and termini method, as prescribed by law and used in Local Improvement District #64. Fees in lieu of assessment for treatment shall be based on the same formula used in ULID No. 1 for the property use as anticipated by development. (D) PAYMENT: All installation fees and fees in lieu of assessment shall be paid in full prior to the physical connection of the private service line to the sewer system, EXCEPT: When the property is being connected to both the water and sewer systems, the structure can be connected to the sewer system prior to payment of the sewer fees. The sewer fees may be paid at the same time as the water fees. Connection fees may be accepted on the following schedule: NUMBER OF UNITS DOWN PAYMENT INSTALLMENTS 1 to 4 Full amount None 5 to 15 One Half of the Fee 3 Years at 8% 16 or more One Third of the Fee 5 Years at 8% Interest shall be compounded annually, with prorating on the outstanding balance due. SECTION 7: BILLING. The water and/or sewer charges shall be billed by the City Treasurer bimonthly on the last day of the bimonthly period, to the property owner. The charges and rates shall be due to the Treasurer, who is authorized and empowered to collect and receipt for such payments, on the first day of the month following the receipt of services. Charges remaining unpaid 30 days after the due date shall be considered delinquent and shall be subject to an additional charge of ten percent of the unpaid balance as a penalty. -`� Ordinance No. 1610 Page 8 of 13 When a water and/or sewer bill shall become delinquent and a city employee must go to the premise during normal working hours for the purpose of hanging a written notice on the door, there shall be a five dollar charge added to the bill. If the delinquent water and/or sewer charges remain unpaid over a period of thirty days after the due and payable date, water service will be discontinued by turnoff. Water service will not resume thereafter until the delinquent charges and penalties, together with a water turn -on fee, have been paid in full. The turn -on fee shall be ten dollars, unless the same account should become delinquent during a twelve month period. On a second occurrence, the turn -on fee shall be twenty dollars. On the third occurrence and each subsequent occurrence, the turn -on fee shall be thirty dollars. When a customer requests a turn -on of water outside normal working hours or on holidays or weekends, an additional charge of thirty dollars will be added to the hill for this service. Where both water and,sewer delinquent charges are involved, the customer shall not be billed double penalties. - SECTION 8: LIENS. The City Treasurer is directed to prepare and file a lien against any property where water and/or sewer charges or water and/or sewer connection fees remain unpaid for four months as provided in RCW 35.21.290 and 35.67.200. The remedy provided in this section shall be in addition to any other remedy now and hereafter provided by law. All charges, together with penalties and interest which may be provided by the ordinance, shall be a lien upon the property to which such service is furnished. Water and/or sewer charges or sewer connection liens shall be superior to all other liens and encumbrances whatsoever, except those for general taxes and local and special assessments. The liens shall be enforced by the city in the manner provided by law. The additional and concurrent method of enforcing the lien of the city for the delinquent and unpaid charges by turning off the water and/or sewer service from the premise shall not be exercised after two years from the date of recording the lien notice, as provided by law. One exception to this is to enforce payment of six months charges for which no lien notice is required by law to be recorded. SECTION 9: VACANCIES. In the event that the premises are or shall become vacant and/or unoccupied, the basic charges for sewer shall continue, unless exempted as described below: 1. Upon proper application, the Treasurer shall have the authority to make a billing adjustment of $5.00 to the basic sewer service charges for any full month in which the individual unit is vacant for such calendar month. The property owner must complete the appropriate -application within the first ten days following each calendar month period of vacancy to be eligible for a billing adjustment of the sewer service charges. No sewer service charges shall be adjusted on a pro-rata �1 basis. Class 2 accounts without fixtures shall not receive any billing __ ! adjustment. Ordinance No. 1610 Page 9 of 13 2. Vacant properties shall be subject to periodic inspections. A person who knowingly submits an application containing false information shall be charged a penalty of twice the sewer service rate for that period for which sewer service was credited. Any person charged such a penalty may appeal to the City Council within 15 days of'the penalty assessment. SECTION 10: MOTHER-IN-LAW APARTMENTS & CONVERTED HOMES. These are apartments contained in a single family dwelling and are not a separate structure. These apartments are other than duplexes or multi -family units. A. MOTHER -IN --LAW APARTMENTS: 1. The property owner lives in the single family dwelling. 2. The apartment does not have both a separate full kitchen and full bath. A full kitchen is defined as one with a full size refrigerator, a stove, a sink and cabinets. 3. There is the capability of the apartment dweller to pass from the apartment to the house through an interior door. 4. A mother-in-law apartment would be considered a single family residence % and would not be charged an extra connection fee or an extra monthly rate. 5. The Building Department shall inspect the proposed mother-in-law apartment and report its findings to the City Treasurer. The City Treasurer shall make the determination if a unit is a mother-in-law apartment and shall so notify the property owner. The property owner may appeal the Treasurer's determination with a written petition to the City Council. B. CONVERTED HOMES: 1. The property owner lives in the single family dwelling. 2. The apartment has both a -separate full kitchen and full bath. 3. In order to be a converted home, the structure shall have been a single family residence for at least five years. 4. A converted home would not be charged an extra connection fee, but would be charged an extra monthly rate. 5. A property owner may apply for an exemption from the additional monthly rate if a family member lives in the apartment. Application for exemption shall be made on forms provided by the City Treasurer. When the family member moves out of the apartment the property owner shall ,' notify the city. Ordinance No. 1610 Page 10 of 13 A family member is defined as a father, mother, spouse, children or step -children. 6. Rates for converted home apartments are effective the first day of the next month after passage and publication of this ordinance'. Mother-in-law apartments and converted homes in existence at the time of passage of this ordinance shall be grandfathered and associated connection fees are waived. A duplex would still be charged two connection fees and two monthly rates and is not a single family residence. SECTION 11: DISCONTINUATION OF SEWER CHARGES. Upon receipt of a written statement by the owner of a lot or parcel of property which has previously been connected to the public sewer system that there is no longer any building or structure for human occupation or use or for any business purpose located thereon and that the toilet and other facilities therein have been removed, disconnected and properly plugged from the public sewer system, and upon inspection by the Superintendent or his designated representative to ascertain that the statement is true, the sewer charges shall cease as of the first day of the following month. SECTION 12: CROSS CONNECTIONS. The installation or maintenance of any - cross connection which would endanger the water supply of the City of Port Orchard is prohibited. Such cross connections are declared 'to be a public health hazard and C shall be abated. The control or elimination of cross connections shall be in accordance with WAC 248-54-285. The policies, procedures and criteria for determining appropriate levels of protection shall be in accordance with the Accepted Procedure and Practice in Cross Connection Control Manual - Pacific Northwest Section - American Water Works Association, Fourth Edition or any superseding edition. It shall be the responsibility of the city to protect the potable water system from contamination or pollution due to cross connections. Water service to any premises shall be contingent upon the customer providing cross connection control in a manner approved by the City Engineer. Backflow devices required to be installed shall be a model approved by the Kitsap County health Department. The City Engineer, or his designated representative with proper identification, shall have free access at reasonable hours of the day to all parts of the premises or within the building to which the water is supplied. Water service may be refused or terminated to any premise for failure to allow necessary inspections. SECTION 13: EMERGENCY WATER SUPPLY CONDITIONS. Whenever an emergency exists affecting the water supply of the city and it becomes necessary to curtail the use of water through regulation and control of the use thereof, the Mayor shall declare such an emergency. Notice of the emergency shall be published in the official newspaper by the City Clerk, setting forth rules under which water will be used. The notice may include defining zones for use of water and setting forth hours during which lawn sprinkling may be done. The notice shall include any C / restriction, as approved by the City Council, on the use of water that is deemed Ordinance No. 1610 Page 11 of 13 necessary for the welfare of the inhabitants of the city and other users of city water. Such notice and regulations established for the emergency shall be subject to change and shall be in full force and effect throughout the emergency. Any changes in such regulations as published shall likewise be published before taking effect. Regulations established for the emergency shall remain in affect until notice is published that the emergency has passed. SECTION 14: DAMAGING THE UTILITY SYSTEM. No unauthorized person shall maliciously, willfully or negligently break, damage, destroy, uncover, deface or tamper with any structure, appurtenance or equipment which is part of the public water or sewer system. SECTION 15: DISCHARGING OF SEWERAGE. It shall be unlawful to discharge or cause to be discharged into the city sewer system or cause to be placed where they are likely to run, leak or escape into the public sewer, any of the following: 1. Ashes, cinder, sand, earth, rubbish, thud, straw, shavings, metal, glass, rags, feathers, tar, plastic, wood, or any matter which is capable of or likely to obstruct or interfere with the capacity or operation of the public sewer. 2. Gasoline, benzine, naphtha, fuel oil, lubricating oil or any other matter which is inflammable or explosive upon introduction to the public sewer. 3. Any matter having a temperature greater than 150 degrees F. 4. Sewage containing suspended solids in excess of 350 milligrams per liter. 5. Sewage containing grease or oil in excess of 100 parts per million by weight. 6. Matter with a S.O.Q. greater than 300 milligrams per liter. 7. Sewage with a PH lower than 5.5 and greater than 9.0. 8. Garbage that has not been properly shredded. 9. Sewage containing toxic or poisonous substances in sufficient quantity to injure or interfere with any sewage treatment process or constitutes a hazard in the receiving waters of the sewage treatment plant. 10. Any noxious or malodorous matter capable of creating a public nuisance. 11. Waters from irrigation, storm drains, sump pumps, surface runoff, roof runoff, subsurface drainage, ponds or reservoirs. When an unauthorized ( } hookup of a drain or excess infiltration is found to exist, the City Engineer shall notify the property owner that corrective action is required and shall be accomplished within sixty calendar days. The Ordinance No. 1610 (l Page 12 of 13 City Engineer may allow drainage of areas, not to exceed 750 square feet, if that area cannot be economically drained other than using the sanitary sewer system. 12. Contents from any septic tank or cesspool. 13. Any unauthorized use of an established Recreational Vehicle Dump Station for other than recreational vehicles or 'camp trailers. SECTION 16: CONNECTION TO SEWER. The owner of each lot or parcel of real property within the city shall connect to the public sewer system if the public sewer system is within 200 feet of the lot or parcel and if one of the following conditions occur: 1. A new building or structure is constructed on an undeveloped parcel or lot and use of the new building or structure generates wastewater. 2. An existing building or structure, which is served by an existing septic tank and drainfield is remodeled or repaired in such a manner that the drainfield would have to be expanded, as required by the Health Officer. In such a case, the entire structure would have to be served by the public sewer system. j3. The existing drainfield has failed and needs repair or replacement, as determined by the Health Officer. The City Council may schedule a public hearing to review the circumstances of the property to be connected to the sewer system, if requested by the property owner. The City Council may modify or remove the requirements of mandatory sewer connection, if it deems it necessary. SECTION 17: SIDE SEWER RESPONSIBILITIES. That portion of any side sewer pipe lying within a street right of way or easement shall be kept within the exclusive control of the city. That portion of the side sewer lying beyond said right of way or easement shall be the responsibility of the sewer customer, which is served by the pipe. When a side sewer is blocked, it is the responsibility of the sewer customer to remove the blockage. If the blockage is shown to the satisfaction of the City Council to be within the right of way or easement, the City Council may reimburse all or part of the cost to remove the blockage. SECTION 18: INDUSTRIAL SEWER USERS. All major contributing industrial users of the public sewer system shall be required to enter into an agreement with the City of Port Orchard to provide for the payment of their proportionate share of the federal share of the capital costs of the sewage project allocable to the treatment of such industrial waste. The recovery of the proportionate share of costs shall be determined by agreement between the city and the industrial user. The share of costs shall be based upon all factors which significantly influence the cost of the treatment works and shall Ordinance No. 1610 Page 13 of 13 be repaid, without interest, in at least annual payments during the recovery period not to exceed the life of the project or thirty years. In the event the city and users cannot agree as to the proportionate share to be repaid to the city, said proportionate share shall be determined by arbitration and the arbitrator shall be appointed by the presiding judge of the Kitsap County Superior Court. All major contributing users discharging into -the treatment works shall be required to comply, within three years, with the pretreatment standards established by the Environmental Protection Agency. In accordance with the pretreatment requirements, major industries are defined as those industries that: 1. have a wastewater flow of fifty thousand gallons, or more, per average day. 2. have a wastewater flow greater than one percent of the flow carried by the municipal system receiving the waste, 3. include the discharge of a toxic material. SECTION 19: VIOLATION. An person who violates any of the provisions of this chapter shall become liable to the city for any expense, loss or damage occasioned by the city by reason of such violation. Such person is guilty of a misdemeanor and upon conviction thereof shall be punished by a fine in the amount of Five Hundred Dollars. Every day that the person is in violation shall be considered a separate offense and can be charged as such under this section. SECTION 20: VALIDITY. The City of Port Orchard hereby declares that should any section, paragraph, sentence or word of this ordinance or of the code hereby adopted be declared for any reason to be invalid, it is the intent of the city that it would have passed all other portions of this ordinance independent of the elimination herefrom of any such portion as may be declared. PASSED by the City Council of the City of Port Orchard, APPROVED by the Mayor and attested by the Clerk in authentication of suc passage this 25th day.of July, 1994. ATTEST: Patricia Parks, City Clerk APPROVED AS TO FORM: City Attorney LESLIE J. WEATHERILL, MAYOR SPONSORED BY: C6unci Imam. fib- Marri/son RESOLUTION NO. 1666 A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, ESTABLISHING FEE POLICIES FOR WAIVING CERTAIN CONNECTION FEES. THE CITY COUNCIL OF THE CITY OF PORT ORCHARD DOES HEREBY RESOLVE THE FOLLOWING: WHEREAS, The City of Port Orchard has established connection fees associated with mitigating future impacts on the water system; and WHEREAS, The connection fees reflect the cost of providing additional storage required for fire flow standards and; WHEREAS, Certain types of water connections do not impact fire flow requirements; THEREFORE, THE CITY COUNCIL OF THE CITY OF PORT ORCHARD HEREBY RESOLVES THE FOLLOWING POLICY: The City Treasurer is authorized to waive the Connection Fee of the water systems which do not impact the fire flow storage requirements C of the City. All other fees, charges and expenses shall be paid as in accordance with the City utility ordinance. Examples of these connections are irrigation systems, fire protection systems and relocating service lines which cross private property. The City Treasurer's decision can be appealed to the City Council. Appeals shall be made in writing and submitted within ten days of the Treasurer's decision. PASSED by the City Council of the City of Port Orchard, APPROVED by the Mayor and attested by the Clerk in authentication of such passage this 27th day of June, 1994. LESLIE J. WEATHERILL, MAYOR ATTEST: C Patricia Parks, City Clerk RESOLUTION NO. 1665 A RESOLUTION OF THE CITY OF PORT ORCHARD, WASHINGTON, ESTABLISHING A FAULTY WATER METER POLICY. THE CITY COUNCIL. OF THE CITY OF PORT ORCHARD DOES HEREBY RESOLVE THE FOLLOWING: THAT: The City of Port Orchard will adjust an individual water bill in the following circumstances: When the City staff suspects a water meter's digital counter failed and shows an extraordinary high water consumption. The City Treasurer may disregard the high water consumption for that one specific billing period provided upon the following: 1. The Public Works Department investigates the meter and determines that it is accurately measuring water consumption. 2. There is no visibly and obvious indication that there was high water consumption in the last billing period. 3. There is no record of periodic high water J consumption for this particular account. 4. The water meter is relatively new, typically less than one year in service. 5. The Public Works Department concurs that the digital counter may have malfunctioned. The City Treasurer may adjust the water bill for this one billing period based on historical estimates of water consumption for similar types of accounts. - If the water customer does not agree_ with the decisions of the City staff, the customer may appeal the City staff decision to the City Council. PASSED by the City Council of the City of Port Orchard, APPROVED by the Mayor and attested by the Cleric in authentication of such passage this 28th day of March, 1994. ATTEST: -- Patricia Parks, City Clerk l "OHN CLAUSON, MAYOR PRO J EM 1 a RESOLUTION NO. 1469 A RESOLUTION OF THE CITY OF PORT ORCHARD. ESTABLISHING ESTABLISHING A WATER LEAK POLICY The City Council of the City of Port Orchard does hereby resolve: THAT: The City of Port Orchard will adjust an individual water bill in the following circumstances: When the City staff suspects a water leak, the customer shall be notified in a timely manner. If the customer investigates their water system and discovers there is a leak, then the City Engineer may recommend adjustment of the water bill to the City Treasurer. The City Treasurer may waive up to one hundred dollars ($100.00) of the cost of the wasted water. Wasted water is defined as that amount of water that the City estimates to have been used in excess of normal consumption for that particular account.. The following conditions shall be met before the water bill is adjusted: 1. The water leak has been verified -by the City. 2. 'No account may be adjusted more than once every twelve months. 3. Once. notified by the City, the Customer fixes the leak in a timely manner. If the water customer does not agree with the decisions of the City staff, the customer may appeal the City Staff decision to the City Council.. PASSED by the City Council of the City of Port Orchard, APPROVED by the Mayor and attested by the Clerk in authentication of such passage this 26th day of October, 1987. .- 01 r lrzrea SLIE J. WEATHERILL, MAYOR ATTEST: RESOLUTION NO. WHEREAS, the City of Port Orchard has allowed landlords the option to have their utility bills sent directly to themselves or to their tenants, WHEREAS, in many instances the tenant vacates the rental without paying their utilities bill which creates a financial problem for the landlord and considerable additional cost to the City. THEREFORE, BE IT RESOLVED, that effective with the next regular billing, each landlord or property managerowning or managing rental property within or served by the City of Port C- Orchard utilities will be billed directly, and the disposition and payment of the utility bill shall be the responsibility of the owner/manager. The City, in situations requiring shut-off for non payment, will make a reasonable effort to contact both owner/manager. PASSED this � ,- day of - , (� 1981. (5�4j /1/, 66'w_'� ' PAUL D. POWERS, Jr. Mayor Attest: f f /y c/ R. G. Lloyd, City C e Approved as to Form: City Attorney ORDINANCE NO. 1395 AN ORDINANCE OF THE CITY OF PORT ORCHARD RELATING TO THE REIMBURSEMENT PROCEDURE FOR THE EXTENSION OF WATER OR SANITARY SEWER MAINS THE CITY COUNCIL OF THE CITY OF PORT ORCHARD, WAS"INGTON, DOES ORDAIN AS FOLLOWS: SECTION 1. Prior to the construction of an extension of a sewer line or water main, the person or persons contemplating the construction shall submit to the City of Port Orchard a notarized statement containing the following information: 1. An itemized statement showing the anticipated total cost of the work; 2. The total area and front footage of property currently paying the cost of work; 3. The total area and front footage of property physically capable of being served by the proposed utility line (including 2); 4. The names and permanent mailing address of ai_1 property owners covered by 2 and 3 above. Upon receipt of the above information by the City, it shall be verified by the City Engineer and, if found accurate, shall be reported to the City Council. A copy j thereof shall be forwarded, by regular mail, to all property _ owners listed in 2 and 3 above, together with the City Engineer's estimate of the proposed cost of said improvement to each of the properties to be potentially benefited. Also included will be a statement as to whether or not the said property owners will be required to connect to the said utility extension upon its completion and a statement of the probable costs of said connection or hookup. 5 cte ion 2. Thereafter, the City Council shall set a date for a public hearing on the improvement and the equitable proration of the cost of said improvement to the properties to be potentially benefited. Following the closing of the public hearing, the City Council may enter into a contract between the City and the property owners paying the cost of the extension or construction under the provisions of RCW 35.9I.020, The contract shall provide that thereafter, when any property which is specified in the contract and did not contribute to the original cost of the main or extension is connected thereto, the prorated construction costs chargeable to the benefited and specified properties will be paid to the Developer before the connection to the utility is allowed by the City. The contract shall be referred to as the Developer's Agreement. Section 3_. During construction, the Developer shall keep the City informed on the construction progress and cost status of the utility work. Upon completion of the work specified in the Developer's Agreement, the Developer shall provide the City an itemized accounting of all expenses that shall be reimbursed through the Agreement. Included in this accounting shall be copies of all invoices of costs incurred. If the actual construction cost differ from the �- estimate by ten percent (10%), the Council may call for a new public hearing to amend the proposed prorated costs and/or amend the listing of affected properties. Ordinance No. 1385 Page. Two Section 4. Once the Mayor has signed the Agreement, the Developer is required to have the signed Developer's Agreement recorded on the titles of each piece of property specific in the agreement, at the expense of the ' Developer. The. Agreement will be considered null and void.if it has not been submitted. to Kitsap County to be recorded as required within thirty days of the effective date of the Agreement. Section 5. The owner of the property that is required to pay the prorated construction costs chargeable to his property as hereinabove provided shall pay the said charge to the Developer. Prior to connecting -to the utility, the property owner specified in the Developer's Agreement' shall pay all connection fees, cost reimbursements to the City and.fees in lieu of assessments associated with the utility, plus provide the City Clerk with.written acknowledgment from the Developer that the obligations 1 specified in the Developer's Agreement have been satisfied. <The City will not collect the money specified in the Developer's Agreement from the property owner and transfer it to the Developer. Section 6. A base fee of one hundred dollars ($100.00) shall be collected by the City Treasurer from the party contemplating construction at the time the request is submitted to the Engineer. The final fee shall be an additional twenty-five dollars ($25.00) for each tax account parcel listed in the approved Developer's Agreement. The final fee shall be paid prior to the Mayor's signature on the approved Developer's Agreement. Section 7. If any provision of this ordinance, or its application to any person or circumstance is found to be invalid, the remainder of the ordinance, or the 1 application of the provision to other persons or circumstances is not affected. PASSED by the City Council of the City of Port Orchard, APPROVED by the Mayor and attested by the Cleric in authentication of -such passage this 13th day of July, 1987. ESLiE J. WEATHERILL, MAYOR ATTEST: J C - . }(.r�� S 1F t•G --:�� . 4.L'1 Patricia Hower, City Clerk APPROVED AS TO FORM: City Attorney WATER EXTENSION AGREEMENT The parties to this agreement are the City of Port Orchard, a municipal corporation of the Stale of Washington, hereafter referred to as the "City" and Robert 13-%%tewaiC,71 owner of an interest in Lite premises hereafter referred to as the "owner". The real property benefitted by the extension of the water main, as contemplated by this agreement is described as follows: Lots 17 & 18, Block 1, Sidney Villa Additions to Sidney; Portion of NFI/4, SWI/4, NL-11/2, Section35 Township24 RangelE (52401-2-038- 2008); Portion of NEI/4, SW1/4, NWI./4 Section35 Townshlj)24 Itangelf (52401-2-040- -2004), PorL•ion NI1/4, SW1/4, NWI/4 Section35 Townshi-p24 Rangolt (52101-2-041--2003) and Portion of NE1/4, SWI/4, NW1/4, Section35 Township24 RangelE (52401-2-042-2002), Y.itsap County, Washington (Premises) Pursuant to Chapter 35.93. revised Code of Washington, and in consideration of the premises which each party makes to the other a5 recited herein, the ..1 parties agree: 1. The owner, Robert 13. Stewart will install an eight (8) inch water main, 450 feet in lenyth along and beneath Sherman Avenue, Port Orchard, from its intersection with existing water main facilities along Melcher Street. The owner understands and agrees that the said water main and all rights to its use shall be and remain the property of the City and the owner agrees L•o refrail% from claimi.rrt3 or asserting any right or ownership interest therein. 2. Tile owner will irnrnediately upon completioii pay to the contractor the suer of $11,747.00 .3. Prior to permitting (at any lime) any connection to the said water main from the following 6escribed properties (at any time) during the next fifteen years, the City will collect from those applying for connection, in addition to } all other rates and charges the following sums, representing ._ 71c/ M ' their pro rata share of, the extension cost: i A. Lots 1, 2, 3 Block1 5iclney, V.i.l Ict Ariclition I to Sidney (4056-001-00I-0002)$979.U0. 13. hots 4 , 5, 6,7 & 8 1.I.100lcl, 5 idiiry V i) la Add i t• ion to Sidney (4056-001-004-0009) $1,631.00. C. LoL-s 9,10,11,12,13 & .14 Dlocki,Siclney Villa Addition to Sidney (4056-001--009-004) $1,950.00. D. Lots 15 & 16 alockl, Sidney Villa Arlditi,on Lo Sidney (4056--00.1-015-0006) $653.00. E. Lots 17 & 18 I1Lockl, Sidney Villa AddiL•ion to Sidney (4056-001-017-0004) $457.00. D. Portion oC NP1/4, 5N11/4, IMI/4, Section35, Townshil?24 RangelE (Assessor file k 52401 2--038-2008) $3,915.00. E. Portion of N1,1/4, 5W1/4, N111/2, Secti.on35 `i`ownshil)24 Rangelr,, (Assessor 1152401--2-040- 2004) $392.00. r. Portion oC NF,I./4, SWI/4, uWJ/2, Sccl.Son35 Townsh.ip24 RangelE (Assessors N 52401-2-041-- 2003) $1,370.00 Kitsap County, Washington, Premises. Attached map is and becomes part of this agreement. 4. Payments received by the City, pursuant to paragraph 3 hereof, shall be remitted by the City 1 to the owner or the owners heirs or assigns within GO clays following receipt thereof by the City. 5. The City reserves the right to make or cause to be made extensions and additions to the water main, and to allow service connections to be macle to the said extensions or additions, without liability on the part of the city. 6. This agreement shall be recorded, at Hie expense of the owner, immediately upon execution thereof, in the.office of the KitsapfCounty Auditor. Dated this clay ofr�Gl )�1( (}rl , 1982. city of Port prvbard. C Paul D. Paweds Jr. ;`Mayor R. G. Lloyd,/ 'lerk - 2 M WATEil EXTCNSION AC:F;L=LMCN i' 1 The parties to this agreement are the City of Port Orchard, a municipal corporation of the State of Washington, hereafter referred to as the "City" and Mr. Del "TW01:661 owner of an Interest in the premises hereafter referred to as the "owner" The real property benafitted by the extension of the water main, as contemplated by this agreement is described as follows: Lots 1 & 2, Block 4, Sidney S.M. Stevens, (4650-004-001-0006); Lots 5, 6 & 7 Block 0 J.N. Cline Addition to Sidney (4030-000-005-0100, 4030-000-007-0009, 4030-000-007-0108) Lots I, 2, 3, 4, 5 & 6 Block I, Sroufes Addition to Sidney (4058-001-001-0000), Kltsap County, Washington Pursuant to Chapter 35.91 revised Code of Washington, and in consideration of the premises which each party makes to the other as recited herein, the parties r agree: 1. The owner, Del Tweten will install an eight (8) Inch water main, 725 feet In length along and beneath Dekalb Street, port Orchard, from its Intersection with existing water main facilities along Cline Avenue. The owner understands Cand agrees that the said watermain and all rights to its use shall bd and remain the property of the City and the owner agrees to refrain from claiming or asserting any right or ownership Interest therein. 2. The owner will immediately upon completion pay to the contractor the sum of $ 3i ,260.00 j 3. Prior to permitting (at any time) any connection to the said water l main from the following described properties (at any time) during the next fifteen I it years, the City will collect from those applying for connection, In addition to all other rates and charges the following sums, representing their pro rate share of the extension cost: A. Lots I and 2, Block 4, Sidney S.M. Stevens (4650-004-001-0006), $2,813:40 8, Lots 5, 6 and 7, Block 0, J.H. Cline Addition to Sidney (4030-000-005- 0100, 4030-000-006-0000, 4030-000-007-0009, 4030-000-007-0108);$9,378.00 C. Lots I to 6, Block 1, Sroufes Addition to Sidney (4058-001-001-0000); $6,564.60—PO / jY,17 Kitsap County, Washington, Premises, Attached map is and becomes part of this agreement.' i 4. Paympn+a received by the City, pursuant to paragraph 3 hereof, shall be remitted by the City, to the owner or the owners heirs or assigns within 60 days following receipt therof by the City. 5. The City reserves the right to make or cause to be made extensions and additions to the water main; and to allow service connections to be made. to the side extensions or additions, without liability on the part of the City. 6. This agreement shall be recorded, at the expense of the owner, Immediately upon execution therof, in the office or the Kitsap County Auditor_ Dated this �� U` day of City of Port Orchard. B �&,te �ayor Leslie P Tw to State of Washington ) County of Kitsap ) ATT�ST-• .. -1 "e..,...A- G. Lloyd, Clerk Patricia Flower, Clerk ON THIS DAY personally appeared before me, J�!* L.. to me known to be the individual described in and who acknowledged to me he signed the within and foregoing Instrument as his free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 2c day of f Notary Public in and for the State of Washington, residing at WATER EXTENSION AGREEMENT The parties to this agreement are the City of fort Orchard, a municl pal corporation of the State of washi.nd on, hereafter referred to as the "City", and Howard Roland, as his separate estate, and Robert Roland and Gloria Roland, husband nod wife, owners of the premises, hereafter referred to as the 'Owner". The real properties benefitted by the extension of the water main, as contemplated by this agreement, are described as follows: Portion of the SW 3L, Sec. 2, Twp 23N, R lE (022301-3-034-2000), Portion of the SW 2, Sec. 2, Twp 23N, R lE (022301-3-053-2006), Portion of the NW of the NW 4, Sec. 11, Twp 23N, R IE (112301-2-004-2007), ' Portion of the NW Q or the NW 1, Sec. 11, Twp 23N, K lE (112301--2-015-2004), Kitsap County, Washington. Pursuant to Chnpter 35.91 rcvlscd Coda of Wnnhington, and In consideration of the promises which each party maked to the other as recited herein the parties agree: 1. The Owner will install an eight (8) inch water main, approx- imately 2,200 feet in length along the west property line of parcel 022301-3-034-2000, and under State Highway 16, from its intersection with existing water main facilities along Sherman Street. The Owner understands and agrees that the said water main and all rights to its use shall be and remain the property of the City, and the Owner agrees (\ to refrain from claiming or asserting any right or ownership interest therein. 2. The Owner will immediately upon completion pay the contractor and consulting engineers the total sum of $89,031.82. . 3. Prior to permitting (at any time) any connection to the sold water main from the following described properties (at any time) during the next fifteen years, the City will collect -from those applying for connection, in addition to all other rates and charges, the following sums representing their pro -rats share of the extension cost: A. portion of the SQ , Sec. 2, Twp 23N, R IE, (Assessors No. 022301-3-034-2000) $ 44,594.55 B. Portion of the SW 4, Sec. 2, Twp 23N, R Q, (Assessors No. 022301-3-053-2006) 4,210.94 C. Portion of the NW A of the NW 4, Sec. 11, Twp 23N, R 18, (Assessors No. 1.1230t-2-004-2007) 6,765.12 D. Portion of the NW k of the NW 4, Sec. 11, Twp 23N, R lE, (Assessors No. 112301-2-015-2004) 6,350.93 e Kitsap County, Washington, Premises, Attached map is and becomes part of this agreement. C4. Payments received.by the City, pursuant to paragraph 3 hereof, shall be remitted by the City, to the owner or the .owners, heirs, or assigns fithin 60 days following receipt thereof by the City. 5. The City reserves the right to make or cause to be made extensions and additions to the water mni.n, nno to nllow wervIce cnn- nections to be made to the side extensions or additions, without liability on the part of the City. 6. This agreement shall be recorded, at the expense of the Owner, Immediately upon execution thereof, in the office of the Kitsap County Auditor. Dated this day of , City of fort Orchard. Leslie J. Weatherill, Mayor Patricia ]lower, City Clerk Howard Roland, Owner �1 Robert Roland, Owner Gloria Roland, Owner State of Washington) County of Kitsap ) ON THIS DAY personally appeared before me Howard Roland. Robert Roland & Gloria Rn7anrf ,_• to me known to be the individuals described in and who neknowledged to me they signed the within and foregoing instrument as their free and voluntary act and deed, for the uses and purposes there- in mentioned. LIVEN ender my hand and official seal. this _Ith_ day of _1etoher,_19$5. Notary Public Public in and for rho State of Washington, residing at _ -2- Addenda Number.1 Water Extension Agreement between the City of Port Orchard and _ Roland & Roland. The following data was used to determine the pro-rata share that each parcel shall repay the Owner. 1) Benefitted Property and Acreage a) Roland & Roland; 022301-3-034--2000; 19.85 acres. b) Robinson; 022301-3-053-2000; 1.87 acres. c) Roland (Lot A); 112301-2-015-2004; 2.82 acres. d) Grey (Lot B); 112301-2-017-2002; 3.17 acres. e) Beach; 112301-2-004-2007; 3.00 acres. The First Christian Church benefittdd; however, they paid the Developer $20,000 for their share of the watermaan. 2) Cost of Project Construction $80,073.57 Engineering 8 958.25 Subtotal $89,031.82 Less Church Share (20 000.00) Project Cost 3) Percent of Cost Sharing Property Area % Cost a) Roland & Roland 19.85 64.6 44,594.55 b) Robinson 1.87 6.1 4,210.94 c) Roland (Lot A) 2.82 9.2 6,350.93 d) Grey (Lot B) 3.17 10_3 7,110.28 e) Beach 3.00 9.8 6 765.12 3E5.71 In% 6 ,� 0 82 Grey Chevrolet (Lot B) already has water. Therefore it is not specified in the agreement. Dated: ATTEST LC5L'lE J. EAZ'IIERILL, MAYOR Pa r c a Flower, ty Clerk Howard Roland, Owner Robert Roland, Owner ti.• � 'Y Gloria Rol nd, Owner t APPENDIX B WATER CONSUMPTION AND PRODUCTION DATA CONTENTS: 1. Customer Data 2. Fireflow Data 3. Production Summary 4. Annual Daily Flows, 1994 5. Annual Daily Flows, 1993 6. Annual Daily Flows, 1992 7. Annual Daily Flows, 1991 CITY OF PORT ORCHARD CUSTOMER DATA 1) Population Estimate as of 4/93 - 5,610 2) Number of Customers by.Class: Description 1993 1992 1991 1990 1989 Residential 1756 1562 1511 1504 1541 Commercial 162 152 151 139 135 Other 48 41 38 40 35 3) Wastewater Plant Capacity: 2.8 MGD 4) Water Average Daily Demand: .400 1992 Peak Demand: 1.2 MG, June 23, 1992 5) Sewer Average Daily Flows: .577 1992 Peak Demand: 2.376 MGD March 2, 1992 6) Projections of new connections by class: Not Available 7) Last Water rate increase: August 1, 1992 ! sewer rate increase: August 1, 1992 FIRE FLOW DATA, DEC 95 FLOWING HYDRANT * PRESSURE HYDRANT LOCATION STATIC P1TOT TEST FIRE LOCATION STATIC RESIDUAL PSI PSI FLOW FLOW PSI PSI GREY CHEVROLET 82 29 1010 2255 *SHERMAN2700 82 68 SHERKAN2700 82 26 956 1431 *SHERMAN2400 58 40 FLOWER2300 53 24 919 1662 *FIREWEED 50 40 GOLDENROD DEAD END 63 35 1109 2345 *GOLDENRODIDO .40 35 SIDNEY-SIDNEY LN 47 30 1027 3012 *SIDNEY-MAIER 42 39 LIPPERT-POTTERY 65 58 1428 4816 *LIPPERT-MIDWAY 58 54 POTTERY-RIDGEMONT 66 33 1077 8514 *POTTERY-LIPPERT 66 65 GRANAT DEAD END 41 24 919 3009 *GRANAT-SIDNEY 38 36 SIDNEY/POPLAR-BOTHWE 37 27 974 4051 *SIDNEY1663 48 46 MAY DEAD END 68 36 1125 2683 *MAY-ROLAND 60 52 TREMONT-POTTERY 64 52 1352 5905 *TREMONT-STARLET 66 63 CANYON COURT -END 95 60 1452 6653 *TREMONT-CANYON 87 83 OLD CLIFTON DUMP 80 60 1452 4464 *JUVENILE HOME 60 55 BILL-JONES 70 28 992 4678 *SOUTH SIDNEY 73 70 SOUTH -GARRISON 75 34 1093 2722 *WEST1239 85 73 SHERMAN1265 85 16 750 750 *SHERMAN-MELCHER 76 20 MELCHER-TACOMA 87 15 726 1251 *MELCHER-GARRISON 83 60 SROUFE-SIDNEY 77 9 563 670 *TACOMA-SROUFE 85 38 SIDNEY-KENDALL 77 40 1186 1775 *KENDALL-HARRISON 77 50 MITCHELL1131 83 20 839 2242 *BETHEL1200 88 77 BETHEL1200 88 44 1244 2446 *MITCHELL1131 83 65 MITCHELL-HIGH SCHOOL 90 10 593 1390 *MITCHELL-TAYLOR 83 70 TACOMA-KENDALL 33 12 650 ERR * KENDALL-GIVENS FIELD 36 30 1027 ERR * / DIVISION-HARRISOH 33 19 817 2677 *SIDNEY-DEKALS 65 6C j\ /3IDNEY-DEKALB 65 40 1186 2618 *HARRISON-DIVISION 33 30 CENTRAL FIELD 33 20 839 1219 *DIVISION-HARRISON 30 25 DEKALB-HARRISON 42 26 956 1881 *CENTRAL FIELD 34 30 KITSAP-HARRISON 71 30 1027 1636 *KITSAP=SEATTLE 65 46 SAY-ROCKWELL 103 3G 1027 1945 *ROCKWELL-COLES 82 63 BAY-HARRISON 105 30 1027 2466 *BAY-SEATTLE 101 85 KITSAP-CLINE 102 60 1452 2782 *DWIGHT-CLINE 70 55 BAY-P.O.BLVD 104 16 750 ERR * MARINA GATE #4 104 60 1452 3556 *MARINA GATE #3 104 88 MARINA GATE #2 105 36 1125 2227 *MARINA GATE #1 105 81 BAY1600 106 0 ERR *TRACT-STOCKTON 35 73 TRACY-LAWRENCE 100 0 0 *TRACY-MORTON 42 32 FARRAGUT-MORTON 65 0 0 *TRACY-DEKALB 38 30 TRACY-MAHAN 42 0 0 *TRACY-FARRAGUT 47 35 MITCHELL-D1IIGHT 50 0 0 *MITCHELL-KITSAP 57 52 BETHEL691 0 0 *MITCHELL-DWIGHT 50 30 SHERMAN2722 24 919 1100 NEXT HYDRANT NORTH 80 37 SHERKAH2722 22 879 1317 *SHERMAN/ECHO 58 40 POTTERY 1300 71 17 773 3532 *TREMONT PLACE 70 67 CEDAR HEIGHTS ONE PORT 67 40 1186 2197 CEDAR HEIGHTS 67 52 TWO PORTS 67 12 650 762 67 32 67 16 750 879 67 32 SUM OF 2 PORTS 1400 1642 67 32 MARINA ONE PORT 105 58 1428 5499 VLIST MOTORS 105 98 1!WO PORT 105 20 839 2530 105. 94 FIRE FLOW DATA, DEC 95 C\' FLOWING HYDRANT * PRESSURE HYDRANT LOCATION STATIC PITOT TEST FIRE LOCATION STATIC RESIDUAL PSI PSI FLOW FLOW PSI PSI 105 20 839 2530 105 944 SLIM OF TWO PORTS 1678 5062 105 94 TWO PORTS POTTERY, RIDGEMONT 66 40 1186 2097 66 50 2097 BOTH PORTS 420D ORCHARD ON THE GREEN UPPER HYDRANT 40 1186 3884 LOWER HYDRANT CLIN£lSWEANY 14 702 1211 CLINEISMITN SEDGWICK RO 30 1027 1295 SHERMAN, DEADEND GROUP HEALTH, SW 40 1186 6888 TREMONT SHELL STATION 70 1569 5173 ROCKWELL/BAY MORTON/FARRAGUT 63 18 795 1518 FARRAGUT ARMS TRACY/MAHAN B4 RESVR 18 795 990 TRACY/STOCKTON 84 RESVR 14 702 585 TRACY/MORTON 34 1093 4719 TRACY/STOCKTON TRACY/STOCTON 24 919 4631 TRACY/MOTON FARRAGUT ARMS 24 919 2164 FARRAGUT 118 Pace Mini -Storage 70 50 1326 2540 This is Annapolis HOVDE ROAD 30 1027 1278 SHERMAN AVE SIDNEY 2049 48 1299 9522 SIDNEY/BERRY LAKE BETHEL, DEAD END 34 1093 1409 VISTA MOTEL Lloyd Parkway 82 60 1452 9277 *Spay Clinic `11Tremont/Pottery 72 45 1258 3064 Lippert/Pottery 65 52 1352 4429 Canyon Ct Neighborho 86 65 1512 6869 Tremont/Alder 70 50 1326 10963 SIDNEY/GLENN 54 1378 2640 FIRT HYDRANT NORTH WILKINS 70 1569 4003 WESTBAY 42 1215 2132 CEDAR HEIGHTS 42 1215 2738 BETHEL 691 BLDG 52 1352 6244 CAPITAL PALACE 34 1093 3867 ST VINCENT DE PAUL 32 1061 4898 56 52 42 34 83 42 72 70 102 93 63 50 50 30 35 14 35 34 40 39 64 55 70 55 80 40 60 59 100 50 82 80 72 62 65 60 86 82 70 69 70 55 105 90 105 75 65 55 105 100 103 95 105 100 1.6 1.5 1.4 1.3 1.2 1.1 1 0.9 0 0.8 2 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 WATER PRODUCTION 1994 JAN FEB MAR APR MAY JUN JULY AUG SEPT OCT NOVDEC ANNUAL FLOWS, 1994 MAR 9w APR APR WELL 6 WELL 7 WELL 8 MELCHER 69594 157320 32863 20126.1 23 71338 0 261756 3607 51369 394 20247.8 0 24 71346 8 261756 0 51752 383 20247.8 0 25 71350 4 266228 4472 52121 369 20247.8 0 26 71352 2 266228 0 52403 282 20247.8 0 27 71397 45 270516 4288 52744 341 20247.8 0 28 71403 6 270516 0 53169 425 20247.8 0 1 71495 92 274287 3771 53548 379 20247.8 0 2 71495 0 274389 102 53968 420 20247.8 0 3 71645 150 274543 154 54316 348 20251 3.2 4 71679 34 280395 5852 54573 257 20265.4 14.4 5 71689 10 280395 0 54963 390 20265.4 0 6 71765 76 284110 3715 55367 404 20265.4 0 7 71765 0 284110 0 55710 343 20265.4 0 8 71802 37 290316 6206 55929 219 20285.9 20.5 9 71802 0 290581 265 56308 379 20285.9 0 10 71889 87 291917 1336 56683 375 20285.9 0 11 71889 0 295324 3407 57057 374 20285.9 0 12 71889 0 295794 470 57344 287 20285.9 0 13 71889 0 300131 4337 57739 395 20285.9 0 14 71910 21 300131 0 58175 436 20285.9 0 15 71919 9 304819 4688 58538 363 20285.9 0 16 71992 73 304819 0 58878 340 20285.9 0 17 71992 0 308805 3986 59240 362 20285.9 0 18 71993 1 308805 0 59579 339 20285.9 0 19 72080 87 312628 3823 59930 351 20285.9 0 20 72080 0 312628 0 60270 340 20285.9 0 21 72140 60 316482 3854 60602 332 20285.9 0 22 72140 0 316482 0 60955 353 20285.9 0 23 72181 41 320446 3964 61315 360 20285.9 0 24 72181 0 320446 0 61670 355 20285.9 0 25 72242 61 324474 4028 62059 389 20285.9 0 26 72242 0 325871 1397 62370 311 20287.8 1.9 27 72242 0 329238 3367 62758 388 20287.8 0 28 72242 0 330059 821 63178 420 20287.8 0 29 72320 78 331986 1927 63443 265 20297.9 10.1 30 72320 0 337829 5843 63727 284 20309.8 11.9 31 72334 14 337829 0 64081 354 20309.8 0 1 72413 79 341722 3893 64458 377 20309.8 0 2 72413 0 341722 0 64734 276 20309.8 0 3 72499 86 345682 3960 65149 415 20309.8 0 4 72518 19 345682 0 65396 247' 20321.9 12.1 5 72533 15 351022 5340 65655 259 20324.9 3 6 72533 0 351022 0 66006 351 20324.9 0 7 72570 37 355642 4620 66364 358 20324.9 0 8 72617 47 360388 4746 66563 199 20348.7 23.8 9 72625 8 360388 0 66933 370 20348.7 0 10 72793 168 360388 0 67302 369 20348.7 0 11 72815 22 364880 4492 67651 349 20348.7 0 12 72830 15 364880 0 67929 278 20358 9.3 13 72858 28 370706 5826 68186 257 20367.3 9.3 14 72858 0 370706 0 68536 350 20367.3 0 15 72929 71 374635 3929 68928 392 20367.3 0 16 72958 29 374635 0 69169 241 20377.5 10.2 ANNUAL FLOWS, 1994 i WELL 6 WELL 7 WELL 8 MELCHER 69594 157320 32863 20126.1 17 72980 22 379324 4689 69491 322 20377.5 0 18 72994 14 379324 0 69921 430 20377.5 0 19 73049 55 383635 4311 70276 355 20377.5 0 20 73049 0 383635 0 70664 388 20377.5 0 21 73135 86 387739 4104 71052 388 20377.5 0 22 73164 29 387739 0 71341 289 20388 10.5 23 73186 22 390907 3168 71690 349 20388 0 24 73329 143 390907 0 72069 379 20388 0 25 73344 15 395852 4945 72502 433 20388 0 26 73359 15 395852 0 72905 403 20388 0 27 73370 11 400593 4741 73243 338 20388 0 28 73416 46 400593 0 73685 442 20388 0 29 73478 62 404965 4372 74092 407 20388 0 30 73486 8 404965 0 74453 361 20388 0 MAY 1 73540 54 409231 4266 74824 371 20388 0 2 73540 0 409231 0 75190 366 20388 0 3 73589 49 415597 6366 75429 239 20405.8 17.8 4 73599 10 415597 0 75822 393 2❑405.8 0 5 73684 85 420107 4510 76064 242 20418.4 12.6 6 73684 0 421418 1311 76447 383 20418.4 0 7 73776 92 425472 4054 76665 218 20433 14.6 8 73791 15 427588 2116 77099 434 20433 0 9 73888 97 430869 3281 77575 476 20433 0 10 73888 0 438806 7937 77790 215 20483.1 50.1 11 74003 115 445817 7011 78112 322 20506.2 23.1 12 74083 80 452130 6313 78549 437 20506.2 0 13 74191 108 452130 0 79015 466 20506.2 0 14 74226 35 456894 4764 79417 402 20506.2 0 MAY 15 74298 72 456894 0 79783 366 20514.5 8.3 16 74335 37 463160 6266 80025 242 20529.2 14.7 17 74349 14 463160 0 80441 416 20529.2 0 18 74428 79 467340 4180 80883 442 20529.2 0 19 74443 15 467340 0 81378 495 20529.2 0 20 74509 66 471969 4629 81826 448 20529.2 0 21 74560 51 471969 0 82247 421 20529.2 0 22 74627 67 476706 4737 82762 515 20529.2 ❑ 23 74708 81 476706 0 83312 550 20529.2 0 24 74752 44 481998 5292 83949 637 20529.2 0 25 74852 100 481998 0 84507 558 20529.2 0 26 74934 82 486459 4461 85019 512 20529.2 0 27 74993 59 486459 0 85536 517 20529.2 0 28 75033 40 491549 5090 85961 425 20529.2 0 29 75033 0 491549 0 86370 409 20529.2 0 30 75068 35 496123 4574 86670 300 20541.5 12.3 31 75217 149 496123 0 87125 455 20541.5 0 JUN 1 75277 60 500462 4339 87594 469 20541.5 0 2 75288 11 500462 0 88019 425 20541.5 0 3 75348 60 507282 6820 88386 367 20560.9 19.4 4 75382 34 507282 0 88820 434 20560.9 0 5 75447 65 511985 4703 89348 528 20560.9 0 6 75461 14 511985 0 89699 351 20560.9 0 7 75533 72 516372 4387 90114 415 20560.9 0 8 75549 16 516372 0 90548 434 20560.9 0 ANNUAL FLOWS, 1994 WELL 6 WELL 7 WELL 8 MELCHER 69594 157320 32863 20126.1 9 75632 83 521643 5271 90825 277 20574.8 13.9 10 75636 4 524021 2378 91230 405 20580 5.2 11 75737 101 527821 3800 91666 436 20580 0 12 75737 0 528540 719 92113 447 20580 0 13 75828 91 533058 4518 92598 485 20580 0 14 75842 14 533058 0 92984 386 20580 0 JUN 15 75925 83 537242 4184 93407 423 20580 0 16 75937 12 537242 0 93807 400 20580 0 17 76022 85 541989 4747 94111 304 20593.4 13.4 18 76027 5 543957 1968 94474 363 20596.6 3.2 19 76164 137 543957 0 94850 376 20596.6 0 20 76204 40 548474 4517 95279 429 20596.6 0 21 76290 86 548474 0 95807 528 20596.6 0 22 76350 60 553349 4875 96343 536 20596.6 0 23 76467 117 553349 0 96906 563 20596.6 0 24 76561 94 557538 4189 97360 454 20596.6 0 25 76615 54 557538 0 97943 583 20596.6 0 26 76667 52 562321 4783 98551 608 20596.6 0 27 76742 75 562321 0 99016 465 20596.6 0 28 76842 100 568928 6607 99394 378 20622.4 25.8 29 76899 57 577010 8082 99574 180 20676.8 54.4 30 76899 0 580592 3582 256 682 20676.8 0 JULY 1 77051 152 580592 0 717 682 20676.8 0 2 77076 25 585186 4594 1172 455 20676.8 0 3 77199 123 585186 0 1711 539 20676.8 0 C 4 77240 41 589839 4653 2164 453 20676.8 0 5 77336 96 589839 0 2657 493 20676.8 0 6 77444 108 597152 7313 2880 223 20726.6 49.8 7 77501 57 602836 5684 3473 593 20756.6 30 8 77610 109 607393 4557 3801 328 20762.9 6.3 9 77660 50 616360 8967 4207 406 20796 33.1 10 77712 52 620831 4471 4738 .531 20818.7 22.7 11 77770 58 625395 4564 5153 415 20844.3 25.6 12 77882 112 634030 8635 5364 211 20896 51.7 13 77960 78 642655 8625 5609 245 20948.8 52.8 14 78100 140 649920 7265 5783 174 21012 63.2 JULY 15 78257 157 658701 8781 5871 88 21072.4 60.4 16 78314 57 667479 8778 6397 526 21090.1 17.7 17 78388 74 670835 3356 6873 476 21114.6 24.5 18 78401 13 679083 8248 7332 459 21137.8 23.2 19 78533 132 684182 5099 7641 309 21180.2 42.4 20 78656 123 692788 8606 7928 287 21234.2 54 21 78731 75 701460 8672 8260 332 21283.1 48.9 22 78805 74 710073 8613 8650 390 21326.5 43.4 23 78861 56 720338 10265 9066 416 21369.8 43.3) 24 78862 1 727747 7409 9474 408 21399.7 29.9 25 78956 94 727747 0 10118 644 21399.7 0 26 79064 108 733676 5929 10625 507 21426.8 27.1 27 79180 116 741756 8080 10775 150 21491 64.2 28 79292 112 751007 9251 10988 213 21556.6 65.6 29 79413 121 759635 8628 11324 336 21594.6 38 1 30 31 79428 79573 15 145 765110 765110 5475 0 12000 12720 676 720 21594.6 21594.6 0 0 ANNUAL FLOWS, 1994 WELL 6 WELL 7 WELL 8 MELCHER 69594 157320 32863 20126.1 AUG 1 79629 56 772644 7534 13256 536 21609.5 14.9 2 79747 118 777902 5258 13436 180 21669.8 60.3 3 79846 99 785472 7570 13954 518 21699.5 29.7 4 79878 32 793594 8122 14434 480 21719.9 20.4 5 79974 96 799656 6062 14749 315 21768.4 48.5 6 80015 41 807314 7658 15017 268 21800 31.6 7 80076 61 807754 440 15697 680 21800 0 8 80112 36 812889 5135 16300 603 21800 0 9 80218 106 812889 0 16879 579 21800 0 10 80297 79 817061 4172 17565 686 21800 0 11 80326 29 818466 1405 18137 572 21800 0 12 80436 110 824726 6260 18490 353 21829.5 29.5 13 80450 14 832773 8047 18927 437 21856.7 27.2 14 80558 108 832773 0 19520 593 21856.7 0 AUG 15 80605 47 838094 5321 20135 615 21856.7 0 16 80741 136 838094 0 20846 711 21856.7 0 17 80754 13 843720 5626 21526 680 21856.7 0 18 80877 123 843720 0 22201 675 21856.7 0 19 80984 107 850409 6689 22577 376 21886.8 30.1 20 80996 12 852806 2397 23235 658 21886.8 0 21 81075 79 857594 4788 23967 732 21886.8 0 22 81174 99 857594 0 24598 631 21886.8 0 23 81229 55 861970 4376 25136 538 21886.8 0 24 81308 79 861970 0 25812 676 21886.8 0 25 81335 27 867375 5405 26484 672 21886.8 0 J 26 81438 103 867375 0 27068 584 21886.8 0 27 81464 26 872888 5513 27716 648 21886.8 0 28 81582 118 874590 1702 28400 684 21886.8 0 29 81597 15 878265 3675 28982 582 21886.8 0 30 81666 69 883632 5367 29560 578 21896.7 9.9 31 81750 84 884121 489 30237 677 21896.7 0 SEPT 1 81789 39 889809 5688 30915 678 21896.7 0 2 81865 76 890065 256 31554 639 21896.7 0 3 81942 77 897555 7490 31938 384 21916.9 20.2 4 81947 5 898157 602 32350 412 21916.9 0 5 82096 149 898205 48 32835 485 21916.9 0 6 82115 19 903310 5105 33537 702 21916.9 0 7 82238 123 903310 0 34208 671 21916.9 0 8 82285 47 907904 4594 34654 446 21916.9 0 9 82345 60 907904 0 35159 505 21916.9 0 10 82518 173 907904 0 35891 732 21916.9 0 11 82535 17 912478 4574 36411 520 21916.9 0 12 82549 14 912478 0 36890 479 21916.9 0 13 82623 74 916660 4182 37383 493 21916.9 0 14 82639 16 916660 0 37863 480 21916.9 0 SEPT 15 82737 98 920578 3918 38309 446 21916.9 0 16 82751 14 920709 131 38786 477 21916.9 0 17 82935 184 921052 343 39466 680 21916.9 0 18 82945 10 925395 4343 39866 400 21916.9 0 19 83025 80 925395 0 40341 475 21916.9 0 20 83124 99 929244 3849 41010 669 21916.9 0 21 83137 13 929594 350 41423 413 21916.9 0 C 22 83300 163 929885 291 42004 581 21916.9 0 ANNUAL FLOWS, 1994 OCT OCT C NOV WELL 6 WELL 7 WELL 8 MELCHER 69594 157320 32863 20126.1 23 83304 4 936506 6621 42452 448 21931.5 14.6 24 83366 62 942052 5546 42659 207 21970.6 39.1 25 83392 26 944115 2063 43152 493 21970.6 0 26 83465 73 948370 4255 43763 611 21970.6 0 27 83487 22 948370 0 44288 525 21970.6 0 28 83587 100 953459 5089 44739 451 21983.9 13.3 29 83587 0 959877 6418 45118 379 22020.1 36.2 30 83656 69 959877 0 45624 506 22020.1 0 1 83732 76 965949 6072 45950 326 22041.1 21 2 83763 31 965949 0 46502 552 22041.1 0 3 83893 130 966110 161 46974 472 22041.1 0 4 83893 0 973001 6891 47375 401 22057.7 16.6 5 83915 22 976910 3909 47788 413 22075.1 17.4 6 83915 0 978079 1169 48284 496 22075.1 0 7 83953 38 983345 5266 48681 397 22089.1 14 8 83965 12 983345 0 49094 413 22089.1 0 9 84041 76 987436 4091 49557 463 22089.1 0 10 84041 0 987436 0 49989 432 22089.1 0 11 84113 72 992154 4718 50486 497 22096.9 7.8 12 84141 28 992154 0 50884 398 22101.6 4.7 13 84181 40 996628 4474 51554 670 22101.6 0 14 84195 14 996628 0 51953 399 22101.6 0 15 84267 72 775 1147 52355 402 22101.6 0 16 84267 0 775 0 52780 425 22101.6 0 17 84336 69 4863 4088 53220 440 22101.6 0 18 84336 0 4863 0 53632 412 22101.6 0 19 84374 38 9960 5097 53947 315 22115.3 13.7 20 84374 0 10879 919 54377 430 22115.3 0 21 84510 136 10879 0 54792 415 22115.3 0 22 84578 68 15076 4197 55240 448 22115.3 0 23 84578 0 15076 0 55609 369 22115.3 0 24 84667 89 18447 3371 56027 418 22115.3 0 25 84684 17 20286 1839 56379 352 22131.3 16 26 84684 0 23810 3524 56788 409 22131.3 0 27 84732 48 23810 0 57181 393 22131.3 0 28 84786 54 30319 6509 57390 209 22151.9 20.6 29 84786 0 30319 0 57772 382 22151.9 0 30 84875 89 33287 2968 58163 391 22151.9 0 1 84927 52 35761 2474 59031 868 22151.9 0 2 84928 1 39982 4221 593,78 347 22151.9 0 3 84941 13 41932 1950 59651 273 22156.7 4.8 4 84953 12 47556 5624 59932 281 22168 11.3 5 84953 0 47556 0 60301 369 22186 18 6 85009 56 51206 3650 60710 409 22186 0 7 85009 0 51381 175 61152 442 22186 0 8 85083 74 53728 2347 61578 426 22186 0 9 85083 0 55653 1925 62029 451 22186 0 10 85110 27 56296 643 62393 364 22186 0 11 85110 0 60250 3954 62761 368 22186 0 12 85110 0 60250 0 63151 390 22186 0 13 85165 55 64343 4093 63551 400 22186 0 14 85165 0 64343 0 63994 443 22186 0 15 85194 29 65758 1415 64411 417 22186 0 ANNUAL FLOWS, 1994 WELL 6 WELL 7 WELL 8 MELCHER 69594 157320 32863 20i26..l 16 85225 31 70244 4486 64443 32 22187.1 1.1 17 85259 34 74330 4086 64462 19 22220.5 33.4 18 85308 49 78576 4246 64503 41 22257.3 36.8 19 85326 18 85812 7236 64708 205 22293.8 36.5 20 85386 60 91805 5993 64822 114 22320.7 26.9 21 85386 0 100569 8764 64856 34 22350.5 29.8 22 85395 9 103807 3238 65286 430 22389.1 38.6 23 85475 80 108030 4223 65710 424 22393.1 4 24 85670 195 109374 1344 66200 490 22393.1 0 25 85724 54 114402 5028 66602 402 22393.1 0 26 85762 38 114402 0 67021 419 22393.1 0 27 85794 32 120126 5724 67405 384 22393.1 0 28 85934 140 120126 0 67854 449 22393.1 0 29 85958 24 126143 6017 68296 442 22393.1 0 30 86114 156 126559 416 68713 417 22393.1 0 DEC 1 86148 34 131986 5427 69133 420 22393.1 0 2 86313 165 132365 379 69538 405 22393.1 0 3 86347 34 138780 6415 69875 337 22399.6 6.5 4 86486 139 138837 57 70272 397 22400.1 0.5 5 86500 14 145026 6189 70700 428 22400.1 0 6 86532 32 151449 6423 70951 251 22400.1 0 7 86641 109 152182 733 71357 406 22416.8 16.7 8 86651 10 157833 5651 71783 426 22416.8 0 9 86767 116 159786 1953 72205 422 22416.8 0 10 86793 26 164406 4620 72681 476 22416.8 0 11 86872 79 168583 4177 73141 460. 22416.8 0 12 86926 54 170047 1464 73565 424 22416.8 0 13 86999 73 175391 5344 73976 411 22416.8 0 14 87121 122 175391 0 74400 424 22416.8 0` DEC 15 87151 30 181418 6027 74854 454 22416.8 0 16 87298 147 181959 541 75256 402 22417.3 0.5 17 87324 26 187568 5609 75635 379 22417.3 0 18 87489 165 188945 1377 76047 412 22417.3 0 19 87513 24 193418 4473 76452 405 22417.3 0 20 87625 112 196836 3418 76835 383 22417.3 0 21 87707 82 199058 2222 77253 418 22419.8 2.5 22 87792 85 204175 5117 77678 425 22419.8 0 23 87917 125 204313 138 78081 403 22419.8 0 24 87973 56 210057 5744 78530 449 22419.8 0 25 88138 165 210057 0 78951 421 22419.8 0 26 88157 19 215732 5675 79252 301 22419.8 0 27 88304 147 215884 152 79663 411 22419.8 0 28 88339 35 221828 5944 80082 419 22419.8 0 29 88351 12 226360 4532 80499 417 22419.8 0 30 88351 0 228183 1823 80927 428 22419.8 0 DEC 31 88351 0 234914 6731 81312 385 22419.8 0 18.77577 107.4701 148.8188 23.16868 275.0647 ANNUAL FLOWS, 1994 WELL 6 WELL 7 WELL 8 MELCHER 69594 157320 32863 20126.1 C� ANNUAL FLOWS, 1994 BREM. TOTAL LOW HIGH 0.342 0.005 0.337 0.785 0.446 0.339 0.409 0.000 0.409 0.493 0.147 0.346 0.864 0.686 0.178 0.387 0.000 0.387 0.689 0.311 0.378 0.534 0.243 0.291 0.459 0.074 0.385 0.874 0.473 0.401 0.320 0.000 0.320 0.872 0.460 0.412 0.372 0.000 0.372 0.704 0.393 0.311 0.435 0.068 0.367 0.497 0.117 0.380 0.796 0.472 0.324 0.427 0.008 0.419 0.836 0.462 0.374 0.370 0.000 0.370 0.814 0.453 0.361 0.414 0.014 0.400 0.751 0.438 0.313 0.404 0.010 0.394 0.152 0.346 C0.498 J 0.817 0.467 0.350 0.382 0.018 0.364 0.868 0.466 0.402 0.427 0.024 0.403 0.794 0.459 0.335 0.338 0.000 0.338 0.872 0.461 0.411 0.355 0.083 0.272 0.830 0.436 0.394 0.375 0.016 0.359 0.733 0.450 0.283 0.374 0.000 0.374 0.876 0.477 0.399 0.634 0.400 0.234 0.389 0.000 0.389 0.785 0.430 0.355 0.373 0.000 0.373 0.480 0.143 0.337 0.659 0.300 0.359 0.816 0.443 0.373 0.325 0.000 0.325 0.259 0.031 0.228 0.268 0.100 0.168 0.259 0.037 0.222 0.835 0.462 0.373 0.260 0.000 0.260 0.832 0.439 0.393 0.379 0.133 0.246 TSZ'0 6T0'0 OLZ'O ZWO t9b'0 958'0 OSE'0 000'0 OSE' 0 99z'o T09'0 89810 LSVO 900'0 £6z'o 6vE'0 TLfi'O Oz8'0 69E'0 89T'0 LES'O OL£'0 800'0 8LE'0 EZZ'0 8611'0 TZL'0 89E'O 66V'O LS8'O TSE'0 000'0 TSE'0 z9z'0 9b5'0 808'o 6SZ'0 LOO'O 99Z'0 STIVIO ZBil'o L68'0 9Lz'0 00010 9LZ'0 LLE'0 SWO S198'0 bSE'0 VTO'0 89E'0 96Z'0 ZLS'O 898'o SLZ'O T9Z'O 9ES'0 0Zb'o Z80'0 zOS'0 88E'o LEE'0 SZL'0 ETE'0 8ET'O TWO 68£'0 VIPS'O EE6'0 80'0 SSE'0 00010 SSE'O 09E`o LEV"O L6L'O ESE'0 000'0 ESE'0 ZE£'0 st"t10 LLL'O \ -Oti£'0 00010 otE'0 TSE'0 69VIO OZS'0 /} 6EE'O TOO'O ObE'0 Z9E'o 66E'0 T9L'O OilE' 0 ELV O EIV I O E9E'0 8LV*O TWO 9Ev*o TWO LSb'0 S6E'0 VEb10 6Z8'O LSZ'O LbO'O b£E'0 IFLE10 TVE'O STL'O SLE'O TZZ'O 96Sa'O 6LE'0 LZO'0 90VIO otpz*o L£9'0 LL8'0 EVE10 000'0 EVE '0 vov'o 8TPTI'0 zs8'o 06E•O OTO'O 00 *0 T W O 90910 9L8'0 TSE'O Z9T'O £TS'O Oztlo 01010 oE6'O 6LE'O 69fi'o SWO Szvlo 900'0 T£b'0 TbE'0 1VLb'0 ST8'0 z8z•o zoo'o v8z'o 69£' O TSiP' 0 oz8' o E8E'O 900'0 T6£'0 ti6E'o T9£'O SSL'0 H9IH Mori rivios * wau8 it 6 6 T ' SMO'I3 'IVi NKV ANNUAL FLOWS, 1994 BREM. TOTAL LOW HIGH 0.813 0.491 0.322 0.444 0.014 0.430 0.841 0.486 0.355 0.388 0.000 0.388 0.884 0.496 0.388 0.318 0.019 0.300 0.688 0.339 0.349 0.522 0.143 0.379 0.943 0.510 0.433 0.418 0.015 0.403 0.823 0.485 0.338 0.488 0.046 0.442 0.906 0.499 0.407 0.369 0.008 0.361 0.852 0.481 0.371 0.366 0.000 0.366 0.925 0.668 0.257 0.403 0.010 0.393 0.778 0.523 0.255 0.514 0.131 0.383 0.715 0.483 0.233 0.661 0.227 0.434 0.901 0.425 0.476 1.009 0.744 0.265 \ 1.138 0.793 0.345 1.148 0.711 0.437 0.574 0.108 0.466 0.913 0.511 0.402 0.438 0.064 0.374 0.906 0.649 0.257 0.430 0.014 0.416 0.939 0.497 0.442 0.510 0.015 0.495 0.977 0.529 0.448 0.472 0.051 0.421 1.056 0.541 0.515 0.631 0.081 0.550 1.210 0.573 0.637 0.658 0.100 0.558 1.040 0.528 0.512- 0.576 0.059 0.517 0.974 0.549 0.425 0.409 0.000 0.409 0.792 0.480 0.312 0.604 0.149 0.455 0.963 0.494 0.469 0.436 0.011 0.425 1.109 0.723 0.386 0.468 0.034 0.434 1.063 0.535 0.528 0.365 0.014 0.351 C. 1 0.926 0.1 0.550 0.511 0.116 0.415 0.434 H0wNow Mot--wwO00wm d-M00mR:r-*NNm mhiMmc+ld'OvHMO r-w d'r-INV-iHHma%w qpd gvmvw0 Or-IMSr0000NOr�tOhNNM10 Y700O100S+IODOOlf1 Mtl1Oi�NMMU1er1D0Md' d'OOOI�1d'00MIl1Md'Mrlh hhN N0,;t N�O�Od' lLld'd'NrOMd'Ifld'NNN,--I1lllfld'MMMcrd�d'•DIf1NNM1D1� x oOOO00000a00000OOOOO00000a000a000aO000a000c]aooa00000a 0 H x �D h +-4 N M * W-I N to m r- NW w N M IRP 0 m M HM N V M W W 0 in 00 VW 0,0 M M 0 t,- 0 m ► 0 MN M" d ,;r 0 W M M 0Mw [�-it r-I0r-Id'0 M mm-; rl0wmr,Mr-I m wwNO01010►0Ht- 0N00OhriwHo t"1MmMr-I0nt0 h V wv inC d* O9 nain9Lni ia9Uni11 ou 9rhCOvi.- i-!Lnoh 1n'ia! i1r 1c a0OmCi1oLn rna0a0oh91n000!0: nri . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 000000000000O0000000000000000000000000000000.-+00000000 S o a nNNmM0KrNdWMH-CrqraNr- moo woaoNrnrnNwmmornnto1-4mr4wr-rtHvwm0WW rOomw OOd'rir-INO NrI�DIDriNriODUOI[1f'7Md�Md'd'MM�011'fODtD+--10�1'INiN0000d'N�DOOO�1t1h[�NO�lL1 f�lOnln N�"7�D OOwmw0%;' m1*w ItlLL'Imw0w0wf-Im1-100w0wO00NwMOOH1-10 H V00 N01NNMd*r-FhN0C,4mN 00 o00orIo0000006r48484844480008448r44C;r4444484644444o444448 H O E1 rn o , � o as ANNUAL FLOWS, 1994 BREM. TOTAL LOW HIGH 1.345 0.794 0.551 0.824 0.584 0.240 1.374 0.826 0.548 1.324 0.824 0.500 1.017 0.654 0.364 1.075 0.775 0.300 0.785 0.105 0.680 1.153 0.550 0.603 0.685 0.106 0.579 1.182 0.496 0.686 0.742 0.170 0.572 1.089 0.707 0.383 1.256 0.791 0.464 0.701 0.108 0.593 1.194 0.579 0.615 0.847 0.136 0.711 1.256 0.576 0.680 0.798 0.123 0.675 1.152 0.746 0.406 0.910 0.252 0.658 1.290 0.558 0.732 0.730 0.099 0.631 1.031 0.493 0.538 0.755 0.079 0.676 1.240 0.568 0.672 0.687 0.103 0.584 1.225 0.577 0.648 0.972 0.288 0.684 0.965 0.383 0.582 1.184 0.596 0.588 0.810 0.133 0.677 1.286 0.608 0.678 0.741 0.102 0.639 1.210 0.806 0.404 0.477 0.065 0.412 0.639 0.154 0.485 1.232 0.530 0.702 0.794 0.123 0.671 0.952 0.506 0.446 0.565 0.060 0.505 0.905 0.173 0.732 0.994. 0.474 0.520 0.493 0.014 0.479 0.985 0.492 0.493 0.496 0.016 0.480 0.936 0.490 0.446 0.504 0.027 0.477 0.898 0.218 0.680 0.844 0.444 0.400 0.555 0.080 0.475 1.153 0.484 0.669 0.461 0.048 0.413 } 0.773 0.192 0.581 o � w N r � a o � H V] W 00 gOOO OOOgOOO W OOOOOOQOQOOQOQ OOOW OF�'OOOOOO WOOF-+O W W OI�Od W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � . . . . . . . . . . . . . . . . . WaaoW.r�rn• Ob0woo�jmmwwmmwd�. w A.mop. .p0o.0ONwmm000aw00ww k N.P01�D0�U1.P W0� W0►U1w�101+1wW.P01U1.P0� W lflN� W F� Nw1-+1lFN.PW.PNO►F+NlD1-+ODQ�1N 01.pF+NN W �D O W.Pa W IJ�.PtnOOtDtn W0+1�1N�pW1-� W �P1061HN W NOD LTItOtJ�t01 WNODIlINW O1Ow W tiOIJI W O+IOtJ�.p�P �O .P r 0 000d00000000000Qo. . . . . . . . . . . . . . . . ..............................0000do . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . %J0 P.0w0 W WO.POIn N.PNW 0 m 0 w H&00.W o000.0 W 0& 0w0A.0wfN wm1--s0m0 mcna.[�N[rtQs 000►O�OtO�0Oi-�NI•+p1ON�00D 000 �PU� ODNOwW SOW 0�1O0DNwN WOODF+In W 1D�1�P W OtiQ�OON�D W V CTS W 0.P4wpw�DwF Oww W W w m0&.wN w m 0 0 m".POw0-j&.-1 W 000M 0NODN x H 000000O000000000000000000O000000QO000000000O000000oao . .. . ... ...... ... .. . x ....................... .... . . .A .W .P W w W .P .A .- .P W N N W W w W N W .P W .P W .P ...P W .A .P .P �b W 0, .P in .....A ...A .P ...P to W Z..P .P to a, .- N ., t- .P O %D 0 d w w %th 0 0 W 11 &P 0 kD m W w 0 0 W M .A W w t1a t A. w 0 w-] 0 0 W 0 FA w W W F-A -4 0 4 0 W 0 mN - W 4�- T �] W Odw.PW O�NtOV Nw+100F�N0 W �DwOD�Owv� O�ONOtfl N�DO WUIN W W N0►Ow NN�dt71.pU1 NW Q<W ANNUAL FLOWS, 1994 BREM. TOTAL LOW HIGH 0.296 0.808 0.775 0.033 0.23 0.692 0.639 0.052 0.515 0.437 0.078 0.947 0.705 0.242 0.773 0.632 0.141 0.910 0.847 0.064 0.025 0.788 0.319 0.469 0.926 0.498 0.428 0.819 0.329 0.490 0.959 0.557 0.402 0.457 0.038 0.419 0.988 0.604 0.384 0.589 0.140 0.449 1.068 0.626 0.442 0.615 0.198 0.417 0.997 0.577 0.420 0.608 0.203 0.405 1.013 0.669 0.344 0.542 0.144 0.398 1.061 0.633 0.428 0.925 0.674 0.251 0.588 0.166 0.423 1.001 0.575 0.426 0.733 0.311 0.422 0.964 0.488 0.476 } 0.'957 0.497 0.460 0.624 0.200 0.424 1.018 0.607 0.411 0.546 0.122 0.424 1.087 0.633 0.454 0.603 0.201 0.403 0.966 0.587 0.379 0.715 0.303 0.412 0.876 0.471 0.405 0.837 0.454 0.383 0.722 0.302 0.421 1.022 0.597 0.425 0.542 0.139 0.403 1.079 0.630 0.449 0.586 0.165 0.421 0.888 0.587 0.301 0.573 0.162 0.411 1.048 0.629 0.419 0.882 0.465 0.417 0.610 0.182 0.428 1.058 0.673 0.385 1.353 276.418 104.430 171.988 m ANNUAL FLOWS, 1994 BREM. TOTAL LOW HIGH WATER PRODUCTION MONTH/YEAR MONTH/YEAR RESIDENTIAL COMMERCIAL CITY OTHER GVMNT \ JAN 88 JAN 88 11,555,250 2,309,150 36,990 203,660 FEB 88 FEB 88 6,679,230 6,251,540 72,090 1,637,120 MAR 88 MAR 88 11,401,260 2,365,340 53,970 311,400 APR 88 APR 88 7,333,880 5,606,920 53,080 1,751,120 MAY `88 MAY 88 11,113,820 1,982,990 39,860 331,740 JUNE 88 JUNE 88 7,364,470 5,901,130 46,010 1.847,130 JULY 88 JULY 88 13,699,990 2,526,770 250,940 1,097,370 AUG 88 AUG 88 11,167,450 7,920,960 273,610 2,398,030 SEP 88 SEP 88 18,150,800 2,007,500 596,800 1,103,800 OCT 88 OCT 88 8,067,380 6,386,240 190,210 1,985,090 NOV 88 NOV 88 10,287,630 2,408,410 106,650 311,270 DEC 88 DEC 88 6,379,670 4,750,050 177,310 11857,930 123,200,830 50,417,000 1,897,520 14,835,660 JAN 89 JAN 89 11,032,190 2,507,780 31,240 276,060 FEB 89 FEB 89 7,574,430 5,164,500 199,580 1,941,390 MAR 89 MAR 89 11,280,560 2,233,570 29,760 593,860 APR 89 APR 89 7,304,810 5,118,740 152,540 2,339,090 MAY 89 MAY 89 12,935,250 2,402,910 146,270 280,660 JUN 89 JUN 89 8,996,520 7,386,890 184,580 2,184,320 JUL 89 JUL 89 14,046,690 2,496,840 557,680 947,180 AUG 89 AUG 89 11,037,730 7,810,390 239,550 2,070,890 SEP 89 SEP 89 14,807,030 2,717,270 669,990 1,812,090 OCT 89 OCT 89 8,071,210 6,314,770 195,160 1,811,460 NOV 89 NOV 89 11,384,320 2,182,020 242,630 422,980 DEC 89 DEC 89 6,571,820 5,001,140 114,570 1,940,660 -' 125,042,560 51,336,820 2,762,550 16,120,660 JAN 90 JAN 90 11,957,380 2,412,530 33,950 159,500 FEB 90 FEB 90 7,294,290 6,130,160 103,560 2,022,300 MAR 90 MAR 90 10,856,730 2,139,120 38,130 273,240 APR 90 APR 90 7,135,800 5,561,610 68,930 2,114,920 MAY 90 MAY 90 12,172,760 2,350,010 50,320 479,430 JUN 90 JUN 90 6,767,370 5,455,660 81,950 1,742,750 JUL 90 JUL 90 15,257,850 2,493,980 427,750 946,780 AUG 90 AUG 90 12,100,610 7,840,810 350,600 2,315,730 SEP 90 SEP 90 14,912,030 2,458,040 414,000 2,799,590 OCT 90 OCT 90 7,419,070 6,404,140 183,670 2,795,770 NOV 90 NOV 90 11,167,120 2,335,370 35,750 775,010 DEC 90 DEC.90 5,683,500 4,295,390 99,570 2,425,160 122,724,510 49,876,820 1,888,180 18,850,180 JAN 91 JAN 91 14,046,750 3,110,910 70,180 423,920 FEB 91 FEB 91 9,065,030 7,666,680 102,000 3,916,680 MAR 91 MAR 91 11,066,027 2,365,600 115,350 440,530 APR 91 APR 91 7,095,330 5,932,090 104,000 2,949,610 MAY 91 MAY 91 12,666,170 2,445,820 65,930 537,530 JUNE 91 JUNE 91 6,906,990 5,966,750 145,160 2,922,080 JULY 91 JULY 91 13,913,400 2,556,970 473,830 2,094,480 AUG 91 AUG 91 10,631,450 7,429,640 277,910 3,706,620 SEPT 91 SEPT 91 16,724,000 3,693,460 151,190 2,201,430 WATER PRODUCTION MONTH/YEAR CHURCHES MISC TOTAL BILLING WELL 7 WELL 6 JAN 88 29,160 100,000 14,234,210 926,000 3,286,000 FEB 88 61,860 100,000 14,801,840 8,632,000 4,173,000 MAR 88 61,100 100,000 14,293,070 8,924,000 1,823,000 APR 88 70,160 500,000 15,315,160 8,882,000 999,000 MAY 88 38,690 300,000 13,807,100 7,356,000 1,855,000 JUNE 88 88,970 100,000 15,347,710 6,239,000 1,580,000 JULY 88 89,600 100,000 17,764,670 8,956,000 1,144,000 AUG 88 99,170 50,000 21,909,220 10,194,000 985,000 SEP 88 117,980 50,000 22,026,880 5,822,000 0 OCT 88 77,150 100,000 16,806,070 6,490,000 1,574,000 NOV 88 28,790 50,000 13,192,750 6,225,000 1,300,000 DEC 88 70,670 50,000 13,285,630 7,000,000 1,542,600 833,300 1,600,000 192,784,310 85,646,000 20,261,000 JAN 89 40,050 100,000 13,987,340 9,000,000 1,260,000 FEB 89 80,310 0 14,960,210 6,000,000 976,000 MAR 89 22,110 14,159,860 1,629,100 3,736,000 APR 89 69,110 100,000 14,583,290 2,241,000 1,245,000 MAY 89 74,910 15,840,000 6,749,700 238,000 JUN 89 102,720 18,855,030 7,484,000 1,677,000 JUL 89 81,360 18,129,750 8,281,100 1,882,000 AUG 89 97,700 600,000 21,856,260 11,617,700 285,000 SEP 89 96,740 500,000 20,603,120 3,796,700 524,000 OCT 89 89,160 50,000 16,531,760 5,966,100 1,761,000 NOV 89 92,440 14,324,390 4,754,900 2,600,000 DEC 89 92,040 50,000 13,770,230 5,363;700 1,965,000 -- 938,650 1,400,000 197,601,240 72,884,000 18,149,000 JAN 90 33,300 0 14,596,660 5,185,100 1,825,000 FEB 90 107,260 50,000 15,707,'570 6,803,300 1,666,000 MAR 90 32,230 13,339,450 6,532,100 243,000 APR 90 97,330 50,000 15,028,590 7,156,900 0 MAY 90 27,670 200,000 15,280,190 9,162,000 0 JUN 90 85,600 200,000 14,333,330 7,995,200 0 JUL 90 48,100 50,000 19,224,460 15,124,300 75,000 AUG 90 98,170 100,000 22,805,920 12,517,000 0 SEP 90 143,840 350,000 21,077,500 10,920,900 0 OCT 90 71,230 100,000 16,973,880 9,619,000 897,000 NOV 90 76,870 50,000 14,440,120 10,670,400 2,429,000 DEC 90 67,950 12,571,570 7,962,400 1,740,000 889,550 1,150,000 195,379,240 109,648,600 8,875,000 JAN 91 166,260 1,000,000 18,818,020 9,919,000 2,976,000 FEB 91 73,640 20,824,030 6,600,000 1,820,000 MAR 91 81,890 14,069,397 8,064,000 966,000 APR 91 58,970 16,140,000 9,293,000 3,064,000 MAY 91 86,810 15,802,260 7,219,000 699,000 JUNE 91 55,040 15,996,020 3,752,000 0 JULY 91 121,780 19,160,460 9,252,000 1,771,000 AUG 91 57,240 22,102,860 9,84.9,000 0 SEPT 91 145,760 22,915,840 4,358,000 1,660,00❑ WATER PRODUCTION MONTH/YEAR MONTH/YEAR RESIDENTIAL COMMERCIAL CITY OTHER GVMNT OCT 91 OCT 91 8,474,020 6,536,110 215,000 3,191,480 NOV 91 NOV 91 12,901,380 2,547,430 31,610 1,160,290 DEC 91 DEC 91 6,335,150 4,749,360 139,450 3,318,460 129,825,697 55,000,820 1,891,610 26,863,110 JAN 92 JAN 92 12,412,870 2,318,720 55,910 410,770 FEB 92 FEB 92 7,099,800 5,483,930 145,010 3,568,430 MAR 92 MAR 92 11,755,080 2,199,750 36,970 473,860 APR 92 APR 92 7,191,920 5,347,886 158,100 2,833,430 MAY 92 MAY 92 12,782,060 2,233,170 94,580 853,980 JUNE 92 JUNE 92 8,319,580 6,170,990 202,040 3,383,360 JULY 92 JULY 92 16,329,860 2,671,400 371,120 2,642,040 AUG 92 AUG 92 9,941,380 6,977,850 321,450 2,702,720 SEPT 92 SEPT 92 17,826,310 3,044,850 677,410 2,361,410 OCT 92 OCT 92 8,074,950 6,663,160 240,500 2,621,280 NOV 92 NOV 92 11,541,740 2,112,560 101,260 581,930 DEC 92 DEC 92 6,003,570 4,667,460 136,620 2,645,320 TOTAL, 1992 TOTAL, 1992 129,279,120 49,891,746 2,540,970 25,078,530 JAN 93 JAN 93 14,284,700 2,079,480 125,930 392,730 FEB 93 FEB 93 7,169,610 6,311,320 159,070 3,049,090 MAR 93 MAR 93 11,405,110 1,987,600 60,920 426,060 APR 93 APR 93 6,893,960 5,572,140 146,250 3,005,940 MAY 93 MAY 93 12,714,330 2,059,510 72,500 455,900 JUNE 93 JUNE 93 7,408,320 6,159,860 195,110 3,223,370 C- JULY 93 JULY 93 14,856,180 2,596,150 247,220 1,521,900 - ' AUG 93 AUG 93 9,026,630 7,505,810 234,940 3,132,520 SEP 93 SEP 93 17,940,270 3,044,740 435,030 2,492,880 OCT 93 OCT 93 8,075,160 6,324,170 152,570 3,423,510 NOV 93 NOV 93 12,779,770 2,229,370 74,650 788,750 DEC 93 DEC 93 6,748,790 5,496,680 81,630 2,945,980 TOTAL, 1993 TOTAL, 1993 129,302,830 51,366,830 1,986,420 24,858,630 JAN 94 JAN 94 14,220,380 2,405,600 48,680 425,320 FEB 94 FEB 94 7,172,930 5,612,050 104,500 2,738,730 MAR 94 MAR 94 11,943,900 2,037,370 541790 467,270 APR 94 APR 94 6,786,040 5,040,930 86,480 2,604,080 MAY 94 MAY 94 13,299,360 2,262,070 2.66,730 651,830 JUN 94 JUN 94 8,686,200 6,533,310 200,640 2,795,240 JULY 94 JULY 94 17,562,130 3,228,900 869,610 2,022,140 AUG 94 AUG 94 12,530,260 8,521,280 548,300 3,296,310 SEP 94 SEP 94 23,035,200 3,613,960 949,260 3,152,250 OCT 94 OCT 94 7,638,010 6,734,140 175,470 3,593,800 WATER PRODUCTION MONTH/YEAR CHURCHES MISC TOTAL BILLING WELL 7 WELL 6 OCT 91 74,980 18,491,590 2,404,000 2,424,000 NOV 91 136,610 16,777,320 5,889,000 2,750,000 DEC 91 76,170 14,618,590 7,084,000 2,203,000 1,135,150 1,000,000 215,716,387 83,683,000 20,333,000 JAN 92 109,550 15,307,820 9,973,300 2,283,000 FEB 92 80,550 16,377,720 5,798,200 2,475,000 MAR 92 92,250 14,557,910 12,767,000 1,471,000 APR 92 93,470 50,000 15,674,806 6,022,000 2,587,000 MAY 92 95,590 16,059,380 5,501,000 2,871,000 JUNE 92 65,590 50,000 18,191,560 4,642,000 3,478,000 JULY 92 193,190 22,207,610 4,726,000 3,749,000 AUG 92 65,690 20,009,090 3,293,010 3,516,000 SEPT 92 158,880 24,068,860 3,764,000 2,814,000 OCT 92 70,680 50,000 17,720,590 3,382,000 2,598,000 NOV 92 141,200 14,478,690 3,200,000 2,134,000 DEC 92 78,970 13,531,940 3,601,000 1,602,000 TOTAL, 1992 1,245,610 150,000 208,185,976 66,669,510 31,578,000 JAN 93 99,580 16,982,420 10,948,400 1,312,000 FEB 93 90,060 16,779,150 7,368,200 1,160,000 MAR 93 79,940 13,959,630 10,107,600 1,503,000 APR 93 98,130 15,716,420 11,143,100 2,509,000 MAY 93 102,650 15,404,890 9,359,000 1,605,000 JUNE 93 75,910 17,063,170 8,391,200 865,.000 j JULY 93 119,190 19,340,640 6,662,000 3,104,000 AUG 93 72,460 19,972,360 9,236,700 2,054,000 SEP 93 302,810 24,215,730 7,706,400 2,002,000 OCT 93 71,200 18,046,610 5,571,500 1,676,000 NOV 93 246,250 16,118,790 6,561,000 686,000 DEC 93 79,620 15,352,700 6,782,000 453,000 TOTAL, 1993 1,437,800 208,952,510 99,837,100 18,929,000 JAN 94 219,610 17,319,590 5,718,000 1,173,000 FEB 94 48,200 15,676,410 5,602,000 239,000 MAR 94 210,940 14,714,270 6,731,300 8,000 APR 94 46,900 14,564,430 6,713,600 1,152,000 MAY 94 209,010 16,689,000 9,115,800 1,731,000 JUN 94 48,040 18,263,430 8,447,000 1,682,000 JULY 94 162,210 23,844,990 18,452,000 2,674,000 AUG 94 76,970 24,973,120 11,901,000 2,177,000 SEP 94 236,640 30,987,310 7,576,000 1,906,000 OCT 94 79,800 18,221,220 9,829,000 1,219,000 0 0 0 WATER PRODUCTION MONTH/YEAR BREMERTON SIDNEY TOTAL LOSSES JAN 88 2,286,000 9,093,300 15,591,300 EST. 1,357,090 FEB 88 0 500,000 13,305,000 EST. (1,496,840) MAR 88 1,631,000 6,392,500 18,770,500 EST. 4,477,430 APR 88 0 5,708,300 15,589,300 274,140 MAY 88 0 11,183,000 20,394,000 6,586,900 JUNE 88 503,000 10,425,000 18,747,000 3,399,290 JULY 88 4,570,000 11,795,000 26,465,000 - 8,700,330 AUG 88 0 13,774,000 24,953,000 3,043,780 SEP 88 2,993,000 11,661,000 20,476,000 (1,550,880) OCT 88 34,000 8,496,000 16,594,000 (212,070) NOV 88 0 7,881,000 15,406,000 2,213,250 DEC 88 0 6,310,000 14,852,000 EST. 1,566,370 12,017,000 103,219,100 221,143,100 28,358,790 JAN 89 0 7,507,000 17,767,000 EST. 3,779,660 FEB 89 0 8,064,000 15,040,000 EST. 79,790 NEW METER MAR 89 1,770,000 9,328,000 16,463,100 2,303,240 APR 89 737,000 7,261,000 11,484,000 (3,099,290) MAY 89 1,185,000 10,179,000 18,351,700 2,511,700 JUN 89 1,509,000 10,929,000 21,599,000 2,743,970 JUL 89 1,217,000 10,525,000 21,905,100 3,775,350 AUG 89 1,895,000 10,216,000 24,013,700 2,157,440 SEP 89 5,902,000 10,704,000 20,926,700 323,580 OCT 89 0 9,286,000 17,013,100 481,340 NOV 89 1,000 8,428,000 15,783,900 1,459,510 j (` DEC 89 0 8,615,000 15,943,700 2,173,470 J 14,216,000 111,042,000 216,291,000 18,689,760 JAN 90 819,000 8,217,000 16,046,100 1,449,440 FEB 90 0 7,397,000 15,866,300 158,730 MAR 90 574,000 8,801,000 16,150,100 2,810,650 APR 90 1,307,000 9,010,000 17,473,900 2,445,310 MAY 90 0 8,451,000 17,613,000 2,332,810 JUN 90 362,000 9,285,000 17,642,200 3,308,870 JUL 90 859,000 10,223,000 26,281,300 7,056,840 AUG 90 1,194,000 11,117,000 24,828,000 2,022,080 SEP 90 1,250,000 7,898,000 20,068,900 (1,008,600) OCT 90 2,192,000 4,373,000 17,081,000 107,120 NOV 90 1,261,000 688,000 15,048,400 608,280 DEC 90 1,075,000 10,655,000 21,432,400 8,860,830 WINTER STORM EARLY READ 10,893,000 96,115,000 225,531,600 30,152,360 JAN 91 669,445 1,451,000 15,015,445 (3,802,575) FEB 91 0 2,282,000 10,702,000 (10,122,030) MAR 91 0 0 91030,000 ** (5,039,397) APR 91 793,000 13,150,000 (2,990,000) MAY 91 3,597,000 11,515,000 (4,287,260) 5 JUNE 91 7,521,000 11,273,000 (4,723,020) 6 JULY 91 1,025,000 5,471,000 17,519,000 (1,641,460) 7 AUG 91 4,376,000 14,225,000 (7,877,860) 8 SEPT 91 925,500 6,052,000 12,995,500 (9,920,340) 9 WATER PRODUCTION j MONTH/YEAR BREMERTON SIDNEY TOTAL LOSSES OCT 91 6,860,000 11,688,000 (6,803,590) 10 NOV 91 2,800,000 11,439,000 (5,338,320) 11 DEC 91 4,000,000 13,287,000 (1,331,590) 12 2,619,945 45,203,000 151,838,945 (63,877,442) JAN 92 389,708 3,102,000 15,748,008 440,188 1 FEB 92 2,864,092 4,903,000 16,040,292 (337,428) 2 MAR 92 26,180 4,087,000 18,351,180 3,793,270 3 APR 92 3,887,000 12,496,000 (3,178,806) 4 MAY 92 534,820 7,087,000 15,993,820 (65,560) 5 JUNE 92 2,652,000 10,214,000 20,986,000 2,794,440 6 JULY 92 9,069,000 17,544,000 (4,663,610) 7 AUG 92 12,662,000 19,471,010 (538,080) 8 SEPT 92 2,652,000 8,841,000 18,071,000 (5,997,860) 9 OCT 92 7,913,000 13,893,000 (3,827,590) 10 NOV 92 788,250 7,029,000 13,151,250 (1,327,440) 11 DEC 92 87,750 6,858,000 12,148,750 (1,383,190) 12 TOTAL„ 1992 9,994,800 85,652,000 193,894,310 (14,291,666) JAN 93 1,500 5,818,000 18,079,900 1,097,480 FEB 93 0 7,006,000 15,534,200 (1,244,950) MAR 93 0 6,145,000 17,755,600 3,795,970 APR 93 2,044,500 4,168,000 19,864,600 4,148,180 MAY 93 5,679,000 16,643,000 1,238,110 JUNE 93 8,791,000 18,047,200 984,030 JULY C 93 0 9,766,000 (9,574,640) AUG 93 557,260 13,193,000 25,040,960 5,068,600 SEP 93 181,016 14,416,000 24,305,416 89,686 OCT 93 1,431,000 11,632,000 20,310,500 2,263,890 NOV 93 322,500 10,369,000 17,938,500 1,819,710 DEC 93 11,246,000 18,481,000 3,128,300 TOTAL, 1993 4,537,776 98,463,000 221,766,876 12,814,366 JAN 94 0 11,081,000 17,972,000 652,410 FEB 94 0 9,225,000 15,066,000 (610,410) MAR 94 879,750 10,912,000 18,531,050 3,816,780 APR 94 0 10,372,000 18,237,600 3,673,170 MAY 94 0 12,672,000 23,518,800 6,829,800 JUN 94 0 13,131,000 23,260,000 4,996,570 JULY 94 0 12,464,000 33,590,000 9,745,010 AUG 94 0 17,517,000 31,595,000 6,621,880 SEP 94 0 15,387,000 24,869,000 (6,118,310) OCT 94 0 12,539,000 23,587,000 5,365,780 a ANNUAL FLOWS, 1993 50670 160084 134038 JAN l 50750 80 161154 1070 34500 100 134190 152 2 50750 0 166823 5669 34654 154 134363 173 3 50796 46 172112 5289 34757 103 134678 315 4 50796 0 172112 0 34779 22 134678 0 5 50867 71 175775 3663 35156 377 134803 125 6 50904 37 181698 5923 35423 267 135134 331 7 50904 0 183764 2066 35438 15 135161 27 8 50919 15 188693 4929 35720 282 135272 ill 9 50941 22 188693 0 35963 243 135407 135 10 50961 20 194023 5330 36251 288 135529 122 11 50961 0 198003 3980 36468 217 135529 0 12 50975 14 198147 144 36808 340 135602 73 13 50995 20 203793 5646 37122 324 135670 68 14 50995 0 205047 1254 37387 265 135768 98 JAN 15 51038 43 211603 6556 37664 277 136017 249 16 51131 93 215048 3445 37791 127 136110 93 17 51189 58 218995 3947 37965 174 136350 240 18 51237 48 222987 3992 38069 104 136598 248 19 51299 62 226766 3779 38203 134 136782 184 20 51331 32 228940 2174 38393 190 136898 116 21 51337 6 235872 6932 38620 227 137279 381 22 51337 0 235957 85 38632 12 137279 0 23 51385 48 241936 5979 38881 249 137430 151 24 51418 33 242691 755 39137 256 137593 163 25 51443 25 246980 4289 39384 247 137659 66 26 51510 67 250759 3779 39576 192 137862 203 27 51517 67 254587 3828 39724 148 138081 219 Ci 28 51672 95 257985 3398 39844 120 138296 215 - 29. 51837 165 258016 31 39966 122 138497 201 30 51925 88 263850 5834 40091 125 138747 250 31 51982 57 269568 5718 40218 227 139026 279 FEB 1 52030 48 269568 0 40255 37 139134 108 2 52052 22 273776 4208 40481 226 139245 ill 3 52167 115 273776 0 40716 235 139245 0 4 52229 62 277643 3867 41078 362 139245 0 5 52256 27 280115 2472 41417 339 139373 128 6 52291 35 281739 1624 41665 248 139497 124 7 52361 70 286869 5130 41874 209 139607 110 8 52380 19 286961 92 42121 247 139706 99 9 52443 63 292444 5483 42383 262 139885 179 10 52514 71 296395 3951 42536 153 140096 211 11 52615 101 301197 4802 42693 157 140397 301 12 52619 4 302954 1757 42721 28 140445 48 13 52649 30 307801 4847 43025 304 140573 128 14 52709 60 307804 3 43312 287 140684 ill FEB 15 52807 98 311603 3799 43500 188 140797 113 16 52807 0 312487 884 43638 138 140797 0 17 52807 0 316564 4077 43979 341 140797 0 18 52807 0 316654 90 44341 362 140797 0 19 52807 0 321067 4413 44686 345 140797 0 20 52823 16 324535 3468 45037 351 140925 128 21 52828 5 325881 1346 45249 212 141017 92 22 52861 33 330385 4504 45525 276 141088 71 23 53025 164 330385 0 45744 219 14124.8 160 24 53106 81 334061 3676 45975 231 141248 0 ANNUAL FLOWS, 1993 25 53106 0 334061 0 46322 347 141248 0 26 53121 15 338297 4236 46676 354 141248 0 27 53142 21 340971 2674 46957 281 141370 122 28 53142 0 343250 2279 47224 267 141483 113 MAR 1 53145 3 347834 4584 47465 241 141590 107 2 53190 45 352090 4256 47754 289 141707 117 3 53205 15 352290 200 47934 180 141794 87 4 53272 67 357883 5593 48227 293 141924 130 5 53302 30 360851 2968 48412 185 142035 111 6 53397 95 361764 913 48687 275 142173 138 7 53507 110 365669 3905 48871 184 142293 120 8 53521 14 366559 890 49037 166 142388 95 9 53589 68 371866 5307 49325 288 142523 135 10 53596 7 371866 0 49494 169 142558 35 11 53674 78 378706 6840 49824 330 142857 299 12 53683 9 379489 783 49857 33 142934 77 13 53748 65 387015 7526 50129 272 143232 298 14 53807 59 387015 0 50129 0 143347 115 MAR 15 53866 59 391110 4095 50580 451 143470 123 16 53967 101 396430 5320 50645 65 143718 248 17 53981 14 397548 1118 50704 59 143850 132 18 54039 58 400941 3393 50893 189 143992 141 19 54107 68 402699 1758 51088 195 144072 81 20 54107 0 409983 7284 51379 291 144363 291 21 54133 26 411665 1682 51440 61 144471 108 22 54133 0 414905 3240 51678 238 144630 159 23 54246 113 418316 3411 51829 151 144751 121 ,1 24 54258 12 419680 1364 52026 197 144816 65 25 54323 65 426558 6878 52304 278 145128 312 26 54338 15 429564 3006 52334 30 145271 143 27 54396 58 430826 1262 52541 207 145413 142 28 54483 87 435663 4837 52705 164 145521 108 29 54567 84 435789 126 52962 257 145647 126 30 54608 41 441342 5553 53162 200 145784 137 31 54645 37 444326 2984 53369 207 145932 148 APR 1 54681 36 447199 2873 53576 207 146238 306 2 54741 60 454645 7446 53599 23 146565 327 3 54830 89 459193 4548 53626 27 146895 330 4 54912 82 460001 808 53645 19 147030 135 5 55024 112 462551 2550 53808 163 147156 126 6 55104 60 466766 4215 53992 184 147423 267 7 55104 0 473827 7061 54079 87 147770 347 8 55141 37 478737 4910 54079 0 148074 304 9 55248 107 481903 3166 54079 0 148385 311 10 55311 63 483789 1886 54079 0 148513 128 11 55467 156 485268 1479 54259 180 148621 108 12 55497 30 488578 3310 54504 245 148763 142 13 55595 98 495930 7352 54653 149 149150 387 14 55627 32 500979 5049 54691 38 149457 307 APR 15 55695 68 505342 4363 54730 39 149858 401 16 55772 77 509534 4192 54984 254 150176 318 17 55904 132 511775 2241 55008 24 150296 120 18 55982 78 514243 2468 55252 244 150422 126 19 56099 117 516455 2212 55442 190 150532 110 20 56137 38 518857 2402 55666 224 150649 117 C, 21 56247 110 521833 2976 55916 250 150764 115 ANNUAL FLOWS, 1993 22 56358 11l 524484 2651 56177 261 150913 149 23 56424 66 530965 6481 56383 206 151221 308 24 56477 53 532710 1745 56405 22 151328 107 25 56527 50 534819 2109 56736 331 151439 111 26 56668 141 534819 0 56944 208 151439 0 27 56774 106 542939 8120 57224 280 151932 493 28 56910 136 544016 1077 57248 24 151962 .30 29 57048 138 552210 8194 57537 289 152379 417 30 57154 106 555757 3547 57537 0 152743 364 MAY 1 57154 0 560659 4902 57537 0 153094 351 2 57252 98 564349 3690 57537 0 153209 115 3 57294 42 565933 1584 57785 248 153344 135 4 57329 35 569975 4042 58020 235 153487 143 5 57425 96 576461 6486 58230 220 153819 332 6 57483 58 581272 4811 58230 0 154140 321 7 57584 101 585174 3902 58236 6 154475 335 8 57611 27 589300 4126 58262 26 154800 325 9 57681 70 596042 6742 58262 0 155126 326 10 57786 105 599362 3320 58262 0 155445 319 11 57874 88 602663 3301 58262 0 155698 253 12 58003 129 605369 2706 58302 40 155802 104 13 58003 0 610770 5401 58560 258 156132 330 14 58066 63 613936 3166 58584 24 156584 452 MAY 15 58178 112 619657 5721 58584 0 156925 341 16 58218 40 619657 0 58633 49 157002 77 17 58317 99 623415 3758 58879 246 157002 0 18 58401 84 623415 0 59235 356 157360 358 - C 19 20 58559 58572 158 13 623415 624297 0 882 59288 59570 53 282 157444 157596 84 152 21 58572 0 624297 0 59800 230 157710 114 22 58572 0 624297 0 60059 259 157822 112 23 58600 28 627995 3698 60292 233 157936 114 24 58600 0 629846 1851 60505 213 157936 0 25 58647 47 633911 4065 60877 372 157936 0 26 58648 1 634459 548 61335 458 157936 0 27 58663 15 640008 5549 61736 401 158026 90 28 58663 0 643475 3467 62085 349 158026 0 29 58729 66 643475 0 62492 407 158026 0 30 58729 0 647562 4087 62943 451 158026 0 31 58759 30 649347 1785 63216 273 158164 138 JUNE 1 58771 12 652544 3197 63456 240 158304 140 2 58823 52 656234 3690 63692 236 158304 0 3 58823 0 658803 2569 64010 318 158421 117 4 58841 18 661445 2642 64251 241 158578 157 5 58860 19 665089 3644 64503 252 158699 121 6 58860 0 669278 4189 64705 202 158699 0 7 58860 0 669443 165 65104 399 158981 282 8 58907 47 675183 5740 65369 265 159106 125 9 58907 0 679338 4155 65450 81 159106 0 10 58907 0 682488 3150 65677 227 159106 0 11 58907 0 682725 237 65994 317 159214 108 12 58930 23 687727 5002 66324 330 159319 105 13 58930 0 688914 1187 66567 243 159319 0 14 58930 0 693204 4290 66858 291 159428 109 JUNE 15 58930 0 696788 3584 67139 281 159428 0 l 16 58930 0 698345 1557 67440 301 159547 119 ANNUAL FLOWS, 1993 JULY C JULY AUG 17 58930 0 702340 3995 67734 294 159551 4 18 58930 0 706176 3836 68031 297 159551 0 19 58930 0 706580 404 68385 354 159551 0 20 58930 0 710763 4183 68770 385 159551 0 21 58965 35 714438 3675 69171 401 159551 0 22 58965 0 714438 0 69658 487 159591 40 23 58972 7 719348 4910 69963 305 159591 0 24 59069 97 719348 0 70346 383 159591 0 25 59107 38 723082 3734 70798 452 159591 0 26 59209 102 726542 3460 71252 454 159591 0 27 59324 115 726559 17 71720 468 159591 0 28 59431 107 729639 3080 72007 287 159591 0 29 59514 83 729923 284 72007 200 159591 0 30 59624 110 733259 3336 72007 200 159591 0 1 59721 97 733488 229 72007 300 159591 0 2 59834 113 736616 3128 72007 250 159591 0 3 59834 0 737478 862 72007 500 159733 142 4 59952 118 740868 3390 72007 250 159776 43 5 60035 83 745501 4633 72007 350 160072 296 6 60093 58 749960 4459 72❑07 180 160202 130 7 60230 137 749960 0 72007 1❑0 160202 0 8 60326 96 753559 3599 72007 250 160202 0 9 60446 120 753559 0 72007 400 160202 0 10 60528 82 757352 3793 72007 250 160202 0 11 60640 112 757352 0 72007 200 160202 0 12 60729 89 760717 3365 72007 420 160202 0 13 60836 107 760717 0 72007 420 160202 ❑ 14 60940 104 764368 3651 72007 450 160202 ❑ 15 61063 123 764368 0 72007 470 160202 0 16 61159 96 767827 3459 72007 550 160202 0 17 61265 106 767827 0 72007 120 160202 0 18 61378 113 771310 3483 72007 100 160322 120 19 61463 85 776722 5412 72007 150 160543 221 20 61570 107 776722 0 72007 300 160543 ❑ 21 61739 169 776728 6 72007 280 160582 39 22 61797 58 781937 5209 72007 200 160699 117 23 61954 157 781937 0 72007 360 160699 0 24 62027 73 786423 4486 72007 395 160838 139 25 62141 114 788606 2183 72007 100 160949 111 26 62185 44 790134 1528 72007 200 160949 0 27 62329 144 790134 0 72007 550 160949 0 28 62373 44 794286 4152 72007 500 161012 63 29 62435 62 797879 3593 72007 550 161104 92 30 62568 133 797879 0 72007 100 161104 0 31 62728 .160 799879 2000 72007 500 161242 138 1 62798 70 802514 2635 72007 350 161242 0 2 62933 135 803191 677 72007 200 161242 0 3 63032 99 609859 6668 72007 500 161692 450 4 63099 67 817008 7149 72007 450 161917 225 5 63204 105 821792 4784 72365 358 162326 409 6 63314 110 830702 8910 72593 228 162730 404 7 63469 155 8314❑5 703 72881 288 162730 0 8 63598 129 831405 0 73612 731 162730 0 9 63632 34 835272 3867 74047 435 162730 0 10 63744 112 837040 1768 74602 555 162830 100 11 63791 47 840554 3514 75027 425 162830 0 ANNUAL FLOWS, 1993 12 63892 101 840554 0 75633 606 162830 0 13 63942 50 845593 5039 76228 595 162830 0 14 63962 20 845812 219 76827 599 162830 0 AUG 15 63989 27 850260 4448 77317 490 162830 0 16 64059 70 850260 0 77708 391 162830 0 17 64134 75 854266 4006 78146 438 162830 0 18 64140 6 854266 0 78592 446 '162830 0 19 64193 53 858861 4595 79093 501 162830 0 20 64262 69 863382 4521 79672 579 163089 259 21 64262 0 865538 2156 80028 356 163089 0 22 64363 101 868734 3196 80546 518 163089 0 23 64363 0 869917 1183 81017 471 163089 0 24 64450 87 873116 3199 81440 423 163089 0 25 64450 0 874001 885 81965 525 163089 0 26 64502 52 878451 4450 82505 540 163089 0 27 64597 95 878451 0 82978 473 163089 0 28 64677 80 882656 4205 83624 646 163089 0 29 64739 62 882656 0 84145 521 163089 0 30 64782 43 887203 4547 84618 473 163089 0 31 64782 0 892246 5043 85200 582 163250 161 SEPT 1 64878 96 892246 0 85797 597 163540 290 2 64885 7 892246 0 86163 366 163540 0 3 65016 131 892246 0 86787 624 163540 0 4 65078 62 897050 4804 87498 711 163540 0 5 65177 99 897050 0 88228 730 163540 0 6 65339 162 897930 880 88916 688 163655 115 7 65417 78 904583 6653 89301 385 163823 168 8 65501 84 910634 6051 89644 343 164339 516 C 9 65588 87 919235 8601 89824 180 164919 580 10 65668 80 926996 7761 89861 37 165384 465 11 65763 95 928239 1243 89995 134 165384 0 12 65881 118 928239 0 90707 712 165384 0 13 65947 66 933035 4796 91071 364 165384 0 14 66020 73 933035 0 91677 606 165384 0 SEPT 15 66081 61 938657 5622 92218 541 165513 129 16 66128 47 938657 0 92689 471 165513 0 17 66211 83 943002 4345 93077 388 165513 0 18 66240 29 943002 0 93657 580 165513 0 19 66323 83 947077 4075 94041 384 165513 0 20 66334 11 947077 0 94611 570 165513 0 21 66334 0 951704 4627 95029 418 165513 0 22 66340 6 951704 0 95496 467 165513 0 23 66364 24 956300 4596 95925 429 165513 0 24 66428 64 956300 0 96419 494 165513 0 25 66488 60 960458 4158 97025 606 165513 0 26 66527 39 960458 0 97448 423 165513 0 27 66576 49 965049 4591 98056 608 165513 0 28 66678 102 965049 0 98462 406 165513 0 29 66771 93 969310 4261 99101 639 165513 0 30 66784 13 969310 0 99616 515 165513 0 OCT 1 66873 89 973448 4138 157 541 165513 0 2 66914 41 973448 0 707 550 165513 0 3 67009 95 977392 3944 1198 491 165513 0 4 67059 50 977491 99 1478 280 165513 0 5 67157 98 977491 0 2242 764 165754 241 6 67197 40 977491 0 2513 271 165928 174 ANNUAL FLOWS, 1993 OCT NOV NOV } DEC 7 67257 60 977491 0 2689 176 166139 211 8 67277 20 977491 0 2888 199 166340 201 9 67398 121 979825 2334 3100 212 166462 122 10 67400 2 984257 4432 3369 269 166465 3 11 67423 23 984257 0 3667 298 166465 0 12 67447 24 988741 4484 4109 442 166465 0 13 67473 26 988741 0 4550 441 166465 0 14 67556 83 992598 3857 4972 422 166465 0 15 67577 21 992598 0 5374 402 166465 0 16 67722 145 992598 0 5771 397 166465 0 17 67794 72 996635 4037 6077 306 166465 0 18 67805 11 996635 0 6524 447 166465 0 19 67963 158 996635 0 6922 398 166465 0 20 67992 29 980 4345 7309 387 166465 0 21 68012 20 980 0 7700 391 166465 0 22 68074 62 5109 4129 8053 353 166465 0 23 68098 24 5416 307 8464 411 166583 118 24 68123 25 10010 4594 8735 271 166601 18 25 68136 13 10040 30 9015 280 166601 0 26 68208 72 13945 3905 9435 420 166601 0 27 68225 17 13945 0 9823 388 166601 0 28 68378 153 13945 ❑ 10214 391 166601 0 29 68399 21 18523 4578 10600 386 166601 0 30 68406 7 18523 0 10992 392 166636 35 31 68460 54 25025 6502 11248 256 166837 201 1 68473 13 2187 11451 203 166837 0 2 68535 62 2187 11809 358 166837 0 3 68542 7 2187 12192 383 166837 0 4 68670 128 2187 12546 354 166837 0 5 68670 0 2187 12943 397 166837 0. 6 68699 29 2187 13226 283 166910 73 7 68721 22 2187 13533 307 183029 161 8 68727 6 2187 13790 257 200406 173 9 68750 23 2187 14186 396 200754 348 10 68750 0 2187 14567 381 200754 0 11 68782 32 2187 14952 385 200754 0 12 68782 0 2187 15290 338 200754 0 13 68825 43 2187 15692 402 200754 0 14 68825 0 2187 16060 368 200754 0 15 68880 55 2187 16408 348 200776 22 16 68889 9 2187 16809 401 200837 61 17 68889 0 2187 17108 299 200837 0 18 68955 66 2187 17490 382 200837 0 19 68955 0 2187 17840 350 200837 0 20 69027 72 2187 18205 365 200837 0 21 69036 9 2187 18611 406 200837 0 22 69107 71 2187 18964 353 200837 0 23 69107 0 2187 19292 328 200883 46 24 69107 0 2187 19626 334 200883 0 25 69107 0 2187 20027 401 200883 0 26 69120 13 2187 20332 305 200938 55 27 69132 12 2187 20613 281 201045 107 28 69132 0 2187 20854 241 201045 0 29 69146 14 2187 21275 421 201045 0 30 69146 0 2187 21617 342 201045 0 1 69176 30 91687 2187 22017 400 201045 0 ANNUAL FLOWS, 1993 DEC - 1 -1 DEC MONTHLY JAN FEB MAR APR MAY JUN JULY AUG SEP -OCT NOV DEC ZONES JAN FEB MAR APR MAY ul JUN 2 69177 1 91687 0 22388 371 201045 3 69230 53 95741 4054 22820 432 201045 4 69253 23 96068 327 23199 379 201158 5 69253 0 100799 4731 23404 205 201158 6 69253 0 100799 0 23686 282 201158 7 69277 24 105177 4378 24087 401 .201158 8 69277 0 105177 0 24447 360 201158 9 69346 69 109101 3924 24813 366 201158 10 69346 0 109101 0 25162 349 201158 11 69427 81 111196 2095 25549 387 201158 12 69427 0 113578 2382 25910 361 201158 13 69443 16 113770 192 26262 352 201158 14 69447 4 118257 4487 26627 365 201158 15 69458 11 118257 0 26999 372 201158 16 69483 25 122882 4625 27382 383 201158 17 69483 0 123933 1051 27820 438 201158 18 69516 33 125077 1144 28128 308 201158 19 69516 0 128711 3634 28444 316 201158 20 69522 6 129070 359 28774 330 201158 21 69522 0 133499 4429 29198 424 201158 22 69522 0 133644 145 29580 382 201158 23 69522 0 138588 4944 29955 375 201158 24 69525 3 138588 0 30270 315 201158 25 69544 19 143211 4623 30592 322 201158 26 69565 21 143782 571 30980 388 201261 27 69565 0 148080 4298 31166 186 201261 28 69567 2 148080 0 31471 305 201261 29 69568 1 152924 4844 31827 356 201261 30 69573 5 152924 0 32166 339 201261 31 69599 26 157320 4396, 32536 370 201261 32863 327 18.929 99.8371 109.781. TOTALS LOW 8.7724 6.0712 7.1616 8.8851 5.543 7.8292 WELL#6 1.312 1.16 1.503 2.509 1.605 0.865 3.104 2.054 2.002 1.676 0.686 0.453 18.929 HIGH 10.806 9.463 10.594 10.979 11.1 10.618 109.484 73.682 101.076 111.431 93.59 83.912 66.62 92.367 77.064 55.715 65.61 67.82 998.371 WELL #7 10.9484 7.3682 10.1076 11.1431 9.359 8.3912 6.662 9.2367 7.7064 5.5715 6.561 6.782 0 99.8371 WELL #8 5.818 7.006 6.145 4.168 5.679 9.191 9.745 14.693 14.416 11.632 10.369 11.246 110.108 0 0 113 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 103 0 0 0 0 0 34.061 MELCHER 4.988 2.457 4.449 6.811 5.421 1.427 1.651 2.008 2.263 1.324 1.046 0.216 34.061 ANNUAL FLOWS, 1993 JULY 8.115 11.396 AUG 9.8397 16.701 SEP 7.6264 16.679 OCT 7.4145 12.956 NOV 6.523 11.415 DEC 7.019 11.462 90.8001 144.169 ANNUAL FLOWS, 1993 J C ANNUAL FLOWS, 1993 0.287 0.7209 0.6779 0.022 0.8143 0.8963 0.2216 0.7899 0.265 0.841 0.615 0.3684 0.8986 0.3904 0.9756 0.5645 0.6267 0.5512 0.5739 0.4394 0.9262 0.0205 0.8949 0.3645 0.7009 0.6369 0.5978 0.5548 0.2901 0.7964 0.7558 0.085 0.6688 0.35 0.8107 0.6132 0.4454 0.792 0.2752 0.8733 0.6191 0.7382 0.2077 0.8187 0.3473 0.6659 0.2264 0.7487 0.371 0.7863 0.7138 0.3516 0.7594 0.383 0.6796 BREMERTON 250 500 250 500 TOTAL 0.537 0.7209 0.6779 0.522 0.8143 0.8963 0.2216 0.7899 0.515 0.841 0.615 0.3684 0.8986 0.3904 0.9756 0.5645 0.6267 0.5512 0.5739 0.4394 0.9262 0.5205 0.8949 0.3645 0.7009 0.6369 0.5978 0.5548 0.2901 0.7964 0.7558 0.085 0.6688 0.35 0.8107 0.6132 0.4454 0.792 0.2752 0.8733 0.6191 0.7382 0.2077 0.8187 0.3473 0.6659 0.2264 0.7487 0.371 0.7863 0.7138 0.3516 0.7594 0.383 0.6796 9 ANNUAL FLOWS, 1993 0.347 0.7926 0.5694 0.4949 0.7024 0.7596 0.215 0.9193 0.5118 0.4613 0.6845 0.269 0.8867 0.176 1.092 0.1203 1.0896 0.059 0.9195 0.698 0.1848 0.5863 0.4388 1.0194 0.2552 0.562 0.6051 0.3454 1.0308 'j 0.3456 0.3912 0.7347 0.3536 0.7963 0.5424 0.5303 0.8276 0.5708 0.1818 0.53 0.6855 0.7931 0.528 0.4236 0.2516 0.4839 0.606 0.9822 0.5749 0.5433 0.7502 0.3801 0.5688 0.5282 0.5022 0.6576 44 41 P&M 0.347 0.7926 0.5694 0.4949 0.7024 0.7596 0.215 0.9193 0.5118 0.4613 0.6845 0.269 0.8867 0.176 1.092 0.1203 1.0896 0.059 0.9195 0.698 0.1848 0.5863 0.4388 1.0194 0.2552 0.562 0.6051 0.3454 1.0308 0.3456 0.3912 0.7347 0.3536 0.7963 0.5424 0.5743 0.8276 0.5708 0.6818 0.53 0.6855 0.7931 0.528 0.4236 0.7516 ❑.4839 0.606 0.9822 0.5749 0.5433 0.7502 0.3801 0.5688 0.5282 0.5022 0.6576 ANNUAL FLOWS, 1993 0.6935 0.6806 0.3944 0.8033 0.8035 0.487 0.803 0.48 0.8634 0.902 0.5847 0.702 0.3114 0.6436 0.4199 0.6758 0.5862 0.707 0.8963 0.6839 0.237 0.7059 0.52 0.7113 0.312 0.8455 0.527 0.9191 0.593 C_ 0.9919 0.226 0.5613 0.7762 0.407 0.4496 0.7789 0.517 0.9166 0.4323 0.3968 0.694 0.9592 0.9713 0.233 0.86 0.6835 0.4027 1.2658 1.2319 0.9414 1.229 0.5133 0.86 0.8557 0.8438 0.8234 100 357 0.6935 0.6806 0.3944 0.8033 0.8035 0.487 0.803 0.48 0.8634 0.902 0.5847 0.702 0.3114 0.6436 0.4199 0.6758 0.5862 0.707 0.8963 0.6839 0.237 0.7059 0.52 0.7113 0.312 0.8455 0.527 0.9191 0.593 0.9919 0.226 0.5613 0.7762 0.407 0.4496 0.7789 0.517 0.9166 0.4323 0.3968 0.694 0.9592 0.9713 0.233 0.86 0.7835 0.7597 1.2658 1.2319 0.9414 1.229 0.5133 0.86 0.8557 0.8438 0.8234 ANNUAL FLOWS, 1993 0.6371 0.9201 0.2495 0.5919 0.349 1.198 0.2677 1.2464 0.4607 0.4902 0.467 0.4484 0.6742 0.9546 0.5391 0.4972 0.4656 0.7442 0.437 0.4181 0.4396 0.7981 0.4036 0.6841 0.089 0.7208 0.44 C 0.211 0.3832 0.23 0.259 0.6308 0.3981 0.8255 0.5138 0.9709 0.6957 0.473 0.8597 0.4815 0.5717 0.657 0.5749 0.5232 0.6354 0.6209 0.4155 0.886 0.4965 0.542 0.3407 0.8532 0.3617 0.72 0.6394 } 0.4567 500 500 0.6371 0.9201 0.7495 0.5919 0.349 1.198 0.7677 1.2464 0.4607 0.4902 0.467 0.4484 0.6742 0.9546 0.5391 0.4972 0.4656 0.7442 0.437 0.4181 0.4396 0.7981 0.4036 0.6841 0.089 0.7208 0.44 0.211 0.3832 0.23 0.259 0.6308 0.3981 0.8255 0.5138 0.9709 0.6957 0.473 0.8597 0.4815 0.5717 0.657 0.5749 0.5232 0.6354 0.6209 0.4155 0.886 0.4965 0.542 0.3407 0.8532 0.3617 0.72 0.6394 0.4567 ANNUAL FLOWS, 1993 C_ ANNUAL FLOWS, 1993 0.707 1.1489 0.6409 0.9618 0.461 0.9136 0.452 1.0135 1.1001 0.5716 0.9386 0.5893 0.8299 0.6135 1.037 0.568 1.1465 0.583 0.9707 1.0863 0.693 0.373 0.755 1.2534 0.829 0.938 1.1283 1.0321 1.1271 -� 0.8931 0.3533 0.83 0.9096 0.679 1.1642 0.518 0.9055 0.609 0.8745 0.581 0.8807 0.473 0.9126 0.558 1.0818 0.462 1.1161 0.508 1.1581 0.528 1.0438 0.591 0.9804 0.3399 0.862 0.311 100 181 300 500 0.707 1.1489 0.6409 0.9618 0.461 0.9136 0.552 1.0135 1.1001 0.5716 0.9386 0.5893 0.8299 0.6135 1.037 0.568 1.1465 0.583 0.9707 1.0863 0.693 0.554 0.755 1.2534 0.829 0.938 1.1283 1.0321 1.1271 0.8931 0.3533 0.83 0.9096 0.679 1.1642 0.518 0.9055 0.609 0.8745 0.581 0.8807 0.473 0.9126 0.558 1.0818 0.462 1.1161 0.508 1.1581 0.528 1.0438 0.891 0.9804 0.8399 0.862 0.311 ANNUAL FLOWS, 1993 0.236 300 0.536 0.219 391 0.61 0.5664 0.5664 0.7142 0.7142 0.321 0.321 0.9144 0.9144 0.467 0.467 0.8907 0.8907 0.423 0.423 0.542 0.542 0.7817 0.7817 0.458 0.458 0.556 0.556 0.8505 0.8505 0.411 0.411 0.8279 0.8279 0.4657 0.4657 0.7554 0.7554 0.296 0.296 0.8825 0.8825 0.405 0.405 0.544 0.544 0.8648 0.8648 0.399 0.399 0.9602 0.9602 0.4347 322 0.7567 0.6387 0.6387 0.6087 0.6087 0.7007 0.7007 0.6157 0.6157 0.5307 0.5307 0.5477 0.5477 0.4817 0.4817 0.6377 0.6377 0.5997 0.5997 0.6357 0.6357 0.5567 0.5567 0.6637 0.6637 0.5867 0.5867 0.6217 0.6217 0.6287 0.6287 0.5177 0.5177 0.6667 0.6667 0.5687 0.5687 0.6557 0.6557 0.6337 0.6337 0.6427 0.6427 0.5467 0.5467 0.5527 0.5527 0.6197 0.6197 0.5367 0.5367 0.5117 0.5117 0.4597 0.4597 0.6537 0.6537 0.5607 0.5607 0.6487 0.6487 ANNUAL FLOWS, 1993 0.372 0.372 0.8904 0.8904 0.4347 0.4347 0.6781 0.6781 0.282 0.282 0.8628 0.8628 0.36 0.36 0.8274 0.8274 0.349 0.349 0.6775 0.6775 0.5992 0.5992 0.3872 0.3872 0.8177 0.8177 0.383 0.383 0.8705 0.8705 0.5431 0.5431 0.4554 0.4554 0.6794 ❑.6794 0.3719 0.3719 0.8669 0.8669 0.3965 0.3965 0.8694 0.8694 0.318 0.318 0.8033 0.8033 0.4661 0.4661 0.6158 0.6158 0.307 0.307 0.8414 0.8414 0.344 0.344 - 0.8356 0.8356 226.5471 6.095 234.6421 18.0784 1.5 19.5784 15.5342 0 15.5342 17.7556 0 17.7556 17.8201 2.044 19.8641 16.643 0 16.643 18.4472 0 18.4472 19.511 0 19.511 25.9837 0.557 26.5407 24.1244 0.181 24.3054 18.8795 1.491 20.3705 17.616 0.322 17.938 18.481 0 18.481 0 0 228.8741 6.095 234.9691 C_> ANNUAL FLOWS, 1993 ._:NNUAL FLOWS, 1992 WELL 16 WELL #7 WELL #8 TOTAL 1992 18199 144020 36379 JANf 1 18311 112 147524 3504 36379 0 3616 2 28311 0 151072 3548 36379 0 3548 3 18369 58 157076 6004 36379 0 6062 4 18498 129 160815 3739 36379 0 3868 5 18498 0 164919 4104 36379 0 4104 6 18557 59 171297 6378 36379 0 6437 7 18644 87 175285 3988 36379 0 4075 8 18647 3 178329 3044 36379 0 3047 9 18707 60 185300 6971 36379 0 7031 10 18788 81 185300 0 36379 0 81 11 18915 127 188645 3345 36379 0 3472 12 18915 0 197435 8790 36379 0 8790 13 18921 6 199173 1738 36379 0 1744 14 19094 173 199173 0 36379 0 173 15 19143 49 206196 7023 47549 11170 18242 16 19144 1 206196 0 47929 380 381 17 19286 142 206196 0 48295 366 508 18 19355 69 212183 5987 48504 209 6265 19 19521 166 212183 0 48786 282 448 20 19659 138 212802 619 49044 258 1015 21 C._ 22 19719 19742 60 23 218101 218101 5299 0 49355 49543 311 288 5670 211 -- 23 19742 0 218101 0 49838 295 295 24 19814 72 224154 6053 49845 7 6132 25 19912 98 228513 4359 49845 0 4457 26 20023 111 232785 4272 49849 4 4387 27 20103 80 232785 0 50039 190 270 28 20232 129 236800 4015 50228 189 4333 29 20312 80 239858 3058 50228 0 3138 30 20439 127 243120 3262 50397 169 3558 31 20482 43 243753 633 50651 254 930 FEB 1 20608 126 248333 4580 50808 157 4863 2 20665 57 248724 391 51018 210 658 3 20812 147 251036 2312 51226 208 2667 4 20870 58 257458 6422 51237 11 6491 5 20957 87 257458 0 51434 197 284 6 21065 108 261350 3892 51659 225 4225 7 21133 68 262546 1196 51858 199 1463 8 21256 123 266706 4160 52036 178 4461 9 21328 72 267613 907 52260 224 1203 1.0 21389 61 273225 5612 52416 156 5829 11 21428 39 276190 2965 52611 195 3199 12 21512 84 277388 1198 52782 171 1453 13 21637 125 281354 3966 52961 179 4270 14 21724 87 282446 1092 53127 166 1345 �___tNNUAL FLOWS, 1992 MAR WELL #6 WELL #7 WELL #8 TOTAL 15 21833 109 287055 4609 53308 181 4899 16 21909 76 287702 647 53511 203 926 17 22013 104 291424 3722 53686 175 4001 18 22044 31 292919 1495 53923 237 1763 19 22065 21 298222 5303 53949 26 5350 20 22159 94 298222 0 54087 138 232 21 22329 170 298222 0 54222 135 305 22 22446 117 298222 0 54222 0 117 23 22502 56 301735 3513 54437 215 3784 24 22666 164 301735 0 54639 202 366 25 22734 68 301735 0 54806 167 235 26 22762 28 301735 0 54985 179 207 27 22812 50 301735 0 55161 176 226 28 22914 102 301735 0 55313 152 254 29 22957 43 301735 0 55554 241 284 1 25371 96107 61090 2 25455 84 96346 239 61267 177 500 3 25563 108 96693 347 61285 18 473 4 25569 6 96739 46 61558 273 325 5 25754 185 97045 306 61558 0 491 6 25926 172 97123 78 61795 237 487 7 26056 130 97457 334 61795 0 464 8 26056 0 97706 249 61820 25 274 9 26162 106 97844 138 61987 167 411 10 26190 28 98123 279 62013 26 333 11 26268 78 98392 269 62052 39 386 12 26341 73 98524 132 62218 166 371 13 26434 93 98659 135 62407 189 417 14 26475 41 98802 143 62593 186 370 15 26552 77 98954 152 62769 176 405 16 26693 141 99105 151 62944 175 467 17 26791 98 99368 263 62967 23 384 18 26912 121 99720 352 62995 28 501 19 26997 85 99855 135 63164 169 389 20 27111 114 99987 132 63333 169 415 21 27183 72 100124 137 63549 216 425 22 27195 12 100267 143 63729 180 335 23 27321 126 100412 145 63906 177 448 24 27352 31 100560 148 64085 179 358 25 27385 33 100708 148 64273 188 369 26 27513 128 100839 131 64496 223 482 27 27596 83 100912 73 64805 309 465 28 27708 112 101236 324 64805 0 436 29 27807 99 101539 303 64827 22 424 30 27908 101 101929 390 64827 0 491 31 CANNUAL FLOWS, 1992 WELL 16 WELL #7 WELL #8 TOTAL APR 1 25371 96107 61090 2 25455 84 96346 239 61267 177 500 3 25563 108 96693 347 61285 18 473 4 25569 6 96739 46 61558 273 325 5 25754 185 97045 306 61558 0 491 6 25926 172 97123 78 61795 237 487 7 26056 130 97457 334 61795 0 464 8 26056 0 97706 249 61820 25 274 9 26162 106 97844 138 61987 167 411 10 26190 28 98123 279 62013 26 333 11 26268 78 98392 269 62052 39 386 12 26341 73 98524 132 62218 166 371 13 26434 93 98659 135 62407 189 417 14 26475 41 98802 143 62593 186 370 15 26552 77 98954 152 62769 176 405 16 26693 141 99105 151 62944 175 467 17 26791 98 99368 263 62944 0 361 18 26912 121 99720 352 62944 0 473 19 26997 85 99855 135 62944 0 220 20 27111 114 99987 132 62944 0 246 21 27183 72 100124 137 62944 0 209 22 27195 12 100267 143 62944 0 155 23 27321 126 100412 145 62944 0 271 -J 24 27352 31 100560 148 62944 0 179 25 27385 33 100708 148 62944 0 181 26 27513 128 100839 131 62944 0 259 27 27596 83 100912 73 62944 0 156 28 27708 112 101236 324 62944 0 436 29 27807 99 101539 303 62944 0 402 30 27908 101 101929 390 62944 0 491 MAY 1 28049 141 101963 34 65020 2076 2251 2 28180 131 102115 152 65261 241 524 3 28234 54 102261 146 65442 181 381 4 28373 139 102404 143 65660 218 500 5 28443 70 102661 257 65834 174 501 6 28527 84 103002 341 65947 113 538 7 28639 112 103266 264 66095 148 524 8 28733 94 103266 0 66493 398 492 9 28832 99 103555 289 66638 145 533 10 28962 130 103858 303 66663 25 458 11 28992 30 103970 112 66860 197 339 12 28992 0 103970 0 67201 341 341 13 29136 144 103970 0 67569 368 512 14 29287 151 104148 178 67867 298 627 15 29287 0 104572 424 67867 0 424 16 29379 92 104885 313 67962 95 500 ANNUAL FLOWS, 1992 JUNE JULY WELL #6 WELL #7 WELL #8 TOTAL 17 29488 109 105355 470 67962 0 579 18 29598 110 105436 81 68268 306 497 19 29763 165 105436 0 68688 420 585 20 29870 107 105436 0 69149 461 568 21 29970 100 105436 0 69573 424 524 22 30068 98 105436 0 70089 516 614 23 30207 139 105565 129 70427 338 606 24 30273 66 105645 80 70785 358 504 25 30395 122 106035 390 70817 32 544 26 30414 19 106507 472 70885 68 559 27 30517 103 106790 283 70960 75 461 28 30614 97 106889 99 71304 344 540 29 30703 89 107012 123 71592 288 500 30 30765 62 107171 159 71730 138 359 31 30779 14 107430 259 71914 184 457 1 30884 105 107651 221 72134 220 546 2 30996 112 107945 294 72300 166 572 3 31094 98 108328 383 72371 71 552 4 31169 75 108328 0 72840 469 544 5 31334 165 108328 0 73326 486 651 6 31409 75 108336 8 73751 425 508 7 31521 118 108718 382 73870 119 619 8 31633 106 108957 239 74035 165 510 9 31742 109 109230 273 74231 196 578 10 31868 126 109343 113 74571 340 579 11 32033 165 109475 132 74869 298 595 12 32188 155 109475 0 75292 423 578 13 32319 131 109702 227 75452 160 518 14 32391 72 109828 126 75725 273 471 15 32455 64 109952 124 75908 183 371 16 32595 140 110064 112 76176 268 520 17 32595 0 110076 12 76601 425 437 18 32755 160 110293 217 76827 226 603 19 32915 160 110293 0 77356 529 689 20 33090 175 110293 0 77898 542 717 21 33184 94 210293 0 78445 547 641 22 33203 19 110293 0 79023 578 597 23 33359 156 110892 599 79146 123 878 24 33514 155 111075 183 79660 514 852 25 33653 139 111772 697 79723 63 899 26 33761 108 111862 90 80293 570 768 27 33881 120 111862 0 80925 632 752 28 33983 102 111862 0 81537 612 714 29 34113 130 111862 0 82082 545 675 30 34257 144 112072 210 82128 46 400 1 34350 93 112072 0 82140 12 105 ANNUAL FLOWS, 1992 AUG WELL #6 WELL #7 WELL #8 TOTAL 2 34462 112 112072 0 82456 316 428 3 34469 7 112072 0 82721 265 272 4 34701 232 112072 0 83230 509 741 5 34856 155 112072 0 83457 227 382 6 34856 0 112072 0 83816 359 359 7 34952 96 112072 0 83996 180 276 8 35050 98 112072 0 84000 4 102 9 35186 136 112072 0 84251 251 387 10 35310 124 112072 0 84653 402 526 11 35469 159 112072 0 84894 241 400 12 35541 72 112072 0 85098 204 276 13 35663. 122 112072 0 85519 421 543 14 35752 89 112072 0 85947 428 517 15 35918 166 112072 0 86397 450 616 16 36042 124 112072 0 86863 466 590 17 36175 133 112072 0 87398 535 668 18 36352 177 112072 0 87519 121 298 19 36470 118 122072 0 87519 0 118 20 36590 120 112072 0 87662 143 263 21 36688 98 112072 0 87981 319 417 22 36793 105 112072 0 88267 286 391 23 36923 130 112072 0 88485 218 348 24 37078 155 112072 0 88848 363 518 25 37228 150 112072 0 89243 395 545 26 37340 112 112072 0 89346 103 215 27 37453 113 112072 0 89560 214 327 28 37601 148 112072 0 90116 556 704 29 37709 108 112072 0 90624 508 616 30 37861 152 112072 0 91169 545 697 31 38006 145 112072 0 91197 28 173 1 38129 123 116985 4913 91661 464 5500 2 38183 54 117002 17 92046 385 456 3 38284 101 117240 238 92237 191 530 4 38423 139 117240 0 92769 532 671 5 38518 95 117240 0 93279 510 605 6 38656 138 117240 0 93775 496 634 7 38735 79 117476 236 93916 141 456 8 38877 142 117604 128 94272 356 626 9 38944 67 117746 142 94414 142 351 10 39033 89 117746 0 94761 347 436 11 39191 158 118289 543 94782 21 722 12 39272 81 118578 289 95072 290 660 13 39408 136 118841 263 95423 351 750 14 39551 143 119212 371 95678 255 769 15 39701 150 119266 54 96155 477 681 26 39815 114 119587 322 96292 137 572 C ,1 ANNUAL FLOWS, 1992 WELL #6 WELL ,#7 WELL #8 TOTAL 17 39928 113 119886 299 96601 309 721 18 40074 146 119886 0 97112 511 657 19 40185 111 119886 0 97651 539 650 20 40315 130 119886 0 98164 513 643 21 40397 82 119886 0 98726 562 644 22 40543 146 120031 145 99106 380 671 23 40624 81 120091 60 99516 410 551 24 40757 133 120091 0 99991 475 608 25 40844 87 120091 0 542 551 638 26 40981 137 120091 0 1138 596 733 27 41055 74 120091 0 1743 605 679 28 41202 147 120091 0 2300 557 704 29 41297 95 120091 0 2836 536 631 30 41441 144 120091 0 3352 516 660 31 41522 81 120091 0 3859 507 588 SEP 1 41664 142 120091 0 4394 535 677 2 41747 83 120091 0 5036 642 725 3 41873 126 120113 22 5411 375 523 4 41970 97 120391 278 5680 269 644 5 42050 80 120537 146 5895 215 441 6 42166 116 120671 134 6143 248 498 7 42286 120 120809 138 6353 210 468 8 42286 0 120809 0 6788 435 435 -'� 9 42405 119 120946 137 7073 285 541 10 42475 70 121061 115 7304 231 416 11 42582 107 121061 0 7745 441 548 12 42711 129 121217 156 8078 333 618 13 42794 83 121484 267 8192 114 464 14 42862 68 121534 50 8460 268 386 15 42862 0 121534 0 8894 434 434 16 43020 158 121677 143 9199 305 606 17 43094 74 121878 201 9406 207 482 i8 43157 63 121878 0 9902 496 559 19 43232 75 122262 384 9994 92 551 20 43254 22 122404 142 10276 282 446 21 43414 160 122506 102 10561 285 547 22 43514 100 122959 453 10588 27 580 23 43620 106 122959 0 11045 457 563 24 43775 155 123079 120 11314 269 544 25 43871 96 123381 302 11371 57 455 26 43961 90 123621 240 11424 53 383 27 43996 35 123739 118 11673 249 402 28 44073 77 123855 116 11934 261 454 29 44234 161 123855 0 12280 346 507 30 44336 102 123855 0 12700 420 522 OCT 1 44373 37 124028 173 12984 284 494 ,i:NNUAL FLOWS, 1992 WELL #6 WELL #7 WELL #8 TOTAL 2 44445 72 124055 27 13299 315 414 3 44541 96 124106 51 13593 294 441 4 44644 103 124340 234 13787 194 531 5 44697 53 124473 133 13972 185 371 6 44707 10 124473 0 14326 354 364 7 44812 105 124556 83 14649 323 511 8 44812 0 124723 167 14853 204 371 9 44904 92 124857 134 15085 232 458 10 44925 21 124974 117 15339 254 392 11 45090 165 125107 133 15572 233 531 12 45158 68 125237 130 15798 226 424 13 45321 163 125311 74 16095 297 534 14 45383 62 125464 153 16369 274 489 15 45396 13 125540 76 16580 211 300 16 45451 55 125695 155 16811 231 441 17 45494 43 125855 160 17087 276 479 18 45535 41 125865 10 17421 334 385 19 45673 138 125936 71 17664 243 452 20 45768 95 126106 170 17819 155 420 21 45874 106 126206 100 18119 300 506 22 45967 93 126389 183 18264 145 421 23 46133 166 126527 138 18466 202 506 24 46248 115 126654 127 18701 235 477 -- 25 46423 175 126774 120 19026 325 620 26 46487 64 126774 0 19267 241 305 27 46623 136 126849 75 19579 312 523 28 46691 68 126952 103 19808 229 400 29 46709 18 126952 0 20140 332 350 30 46848 139 127027 75 20388 248 462 31 46934 86 127237 210 20613 225 521 NOV 1 46986 52 127482 245 20643 30 327 2 46988 2 127482 0 20969 326 328 3 47149 161 127549 67 21286 317 545 4 47207 58 127654 105 21503 217 380 5 47281 74 127786 132 21711 208 414 6 47347 66 127902 116 21982 271 453 7 47401 54 127980 78 22203 221 353 S 47477 76 128324 344 22220 17 437 9 47477 0 128324 0 22565 345 345 10 47568 91 128367 43 22885 320 454 11 47734 166 128484 117 23085 200 483 12 47899 165 128551 67 23407 322 554 13 47952 53 128653 102 23627 220 375 14 47984 32 128764 111 23876 249 392 15 47984 0 128819 55 24131 255 310 16 48157 173 128974 155 24337 206 534 ANNUAL FLOWS, 1992 WELL #6 WELL 07 WELL #8 TOTAL 17 48232 75 129180 206 24505 168 449 18 48392 160 129313 133 24695 190 483 19 48514 122 129442 129 24920 225 476 20 48563 49 129558 116 25155 235 400 21 48691 128 129678 120 25360 205 453 22 48706 15 129772 94 25624 264 373 23 48755 49 129890 118 25833 209 376 24 48781 26 129997 107 26079 246 379 25 48781 0 129997 0 26421 342 342 26 48781 0 130103 106 26660 239 345 27 48781 0 130229 126 26836 176 302 28 48879 98 130339 110 27075 239 447 29 48896 17 130437 98 27294 219 334 30 49068 172 130437 0 27642 348 520 DEC 1 49140 72 130437 0 27991 349 421 2 49183 43 130533 96 28249 258 397 3 49218 35 130604 71 28517 268 374 4 49229 11 130747 143 28774 257 411 5 49229 0 130765 18 28992 218 236 6 49266 37 131022 257 29150 158 452 7 49417 151 131157 135 29340 190 476 8 49498 81 131270 113 29572 232 426 9 49520 22 131411 141 29828 256 419 10 49556 36 131460 49 30083 255 340 11 49581 25 131682 222 30192 109 356 12 49710 129 131835 153 30481 289 571 13 49751 41 131954 119 30651 170 330 14 49801 50 132153 199 30792 141 390 15 49861 60 132252 99 30967 175 334 16 49861 0 132252 0 31341 374 374 17 49947 86 132368 116 31567 226 428 18 49974 27 132487 119 31817 250 396 19 50012 38 132607 120 32123 306 464 20 50089 77 132717 110 32331 208 395 21 50090 1 132824 107 32468 137 245 22 50178 88 132937 113 32680 212 413 23 50248 70 133073 136 32856 276 382 24 50383 135 133185 112 33079 223 470 25 50383 0 133294 109 33313 234 343 26 50383 0 133421 127 33448 135 262 27 50415 32 133536 115 33662 214 361 28 50443 28 133647 111 33874 212 351- 29 50543 100 133754 107 34129 255 462 30 50591 48 133875 121 34320 191 360 31 50670 79 134038 163 34500 180 422 nNNUAL FLOWS, 1992 WELL #6 WELL #7 WELL #8 TOTAL 330384 ANNUAL FLOWS, 1991 WELL #6 WELL #7 WELL #8 TOTAL 230992 93701 JAN 1 231088 96 94048 347 443 2 231143 55 94158 110 165 3 231310 167 94300 142 309 4 231372 62 94300 0 62 5 231518 146 94300 0 146 6 231628 110 94300 0 110 7 231737 109 94300 0 109 8 231874 137 94301 0 137 9 231957 83 94301 0 83 10 232041 84 94482 181 265 11 232078 37 94498 16 53 12 232148 70 94523 25 95 13 232243 95 94523 0 95 14 232319 76 95152 629 705 15 232329 10 95152 0 10 16 232467 138 95152 0 138 17 232572 105 95152 0 105 18 232689 117 95152 0 117 19 232804 115 95152 0 115 20 232915 111 95152 0 111 21 233016 101 95152 0 101 22 233120 104 95152 0 104 23 233121 110 95152 0 110 24 95 110 95152 0 110 25. 214 119 95152 0 119 26 325 111 95152 0 111 -/ 27 424 99 95152 0 99 28 519 95 95152 0 95 29 621 102 95152 0 102 30 720 99 95152 0 99 31 847 127 95152 0 127 FEB 1 954 107 6089 0 95152 0 107 2 1065 Ill 6424 335 95152 0 446 3 1161 96 6819 395 95152 0 491 4 1251 90 7117 298 95152 0 388 5 1345 94 7478 361 95152 0 455 6 1442 97 7812 334 95152 0 431 7 1537 95 8147 335 95152 0 430 8 1632 95 8521 374 95152 0 469 9 1730 98 8808 287 95152 0 385 10 1813 83 9144 336 95152 0 419 11 1894 81 9477 333 95152 0 414 12 2002 108 9817 340 95152 0 448 13 2090 88 10167 350 95152 0 438 14 2189 99 10502 335 95152 0 434 15 2301 112 10844 342 95152 0 454 16 2395 94 11175 331 95152 0 425 17 2484 89 11525 350 95152 0 439 18 2566 82 11854 329 95152 0 411 19 2659 93 12205 351 95328 176 620 20 2667 8 12353 148 95678 350 506 21 2667 0 12353 0 96013 335 335 22 2667 0 12353 0 96408 395 395 ANNUAL FLOWS, 1991 Cr WELL #6 WELL #7 WELL #8 TOTAL 23 2667 0 12353 0 96737 329 329 24 2667 0 12353 0 97071 334 334 25 2667 0 12353 0 97407 336 336 26 2667 0 12353 0 97407 0 0 27 2667 0 12353 0 97434 27 27 28 2667 0 12353 0 97434 0 0 MAR 1 2667 0 12353 0 97434 0 0 2 2667 0 12353 0 97434 0 0 3 2667 0 12353 0 97434 0 0 4 2667 0 12353 0 97434 0 0 5 2667 0 12353 0 97434 0 0 6 2667 0 12353 0 97434 0 0 7 2667 0 12606 253 97434 0 253 8 2667 0 12606 0 97434 0 0 9 2667 0 13243 637 97434 0 637 10 2667 0 23527 284 97434 0 284 11 2667 0 13877 350 97434 0 350 12 2667 0 14044 167 97434 0 167 13 2667 0 14352 308 97434 0 308 14 2667 0 14676 324 97434 0 324 15 .2667 0 14988 312 97434 0 312 16 2667 0 15262 274 97434 0 274 17 2667 0 15602 340 97434 0 340 18 2667 0 15951 349 97434 0 349 19 2667 0 15951 0 97434 0 0 20 21 2667 2667 0 0 16637 17003 686 366 97434 97434 0 0 686 366 22 2667 0 17369 366 97434 0 366 23 2779 112 17705 336 97434 0 448 24 2801 22 18005 300 97434 0 322 25 2979 178 18393 388 97434 0 566 26 3085 106 18671 278 97434 0 384 27 3188 103 19046 375 97434 0 478 28 3289 101 19391 345 97434 0 446 29 3398 109 19738 347 97434 0 456 30 3525 127 20053 315 97434 0 442 31 3633 108 20415 362 97434 0 470 APR 1 3763 130 20719 304 97434 0 434 2 3853 90 21042 323 97434 0 413 3 3931 78 21348 306 97434 0 384 4 4048 117 21697 349 97434 0 466 5 4240 192 21985 288 97434 0 480 6 4434 194 22256 271 97434 0 465 7 4490 56 22591 335 97434 0 391 8 4581 91 22908 317 97434 0 408 9 4581 0 23260 352 97434 0 352 10 4675 94 23597 337 97434 0 431 11 4675 0 23932 335 97434 0 335 12 4675 0 24287 355 97434 0 355 13 4957 282 24607 320 97434 0 602 14 5100 143 24957 350 97434 0 493 15 5230 130 25237 280 97434 0 410 16 5230 0 25539 302 97434 0 302 17 5324 94 25970 431 97434 0 525 ANNUAL FLOWS, 1991 WELL #6 WELL #7 WELL #8 TOTAL 18 5324 0 26293 323 97434 0 323 19 5463 139 26594 301 97434 0 440 20 5580 117 26903 309 97434 0 426 21 5706 126 27278 375 97434 0 501 22 5862 156 27459 181 0 0 337 23 5976 114 27780 321 390 390 825 24 6058 82 28015 235 391 1 318 25 6176 118 28297 282 437 46 446 26 6284 108 28597 300 569 132 540 27 6365 81 28789 192 569 0 273 28 6491 126 29215 426 608 39 591 29 6611 120 29513 298 793 185 603 30 6697 86 29708 195 795 2 283 MAY 1 6760 63 30059 351 798 3 417 2 6925 165 30407 348 836 38 551 3 7013 88 30644 237 967 131 456 4 7134 121 30997 353 967 0 474 5 7258 124 31333 336 1007 40 500 6 7390 132 31637 304 1016 9 445 7 7391 1 31977 340 1016 0 341 8 7391 0 32306 329 1016 0 329 9 7391 0 32640 334 1047 31 365 10 7391 0 32902 262 1143 96 358 11 7391 0 33168 266 1143 0 266 12 7391 0 33523 355 1143 0 355 13 7391 0 33706 183 1284 141 324 C ) 14 7391 0 34125 419 1305 21 440 15 7391 0 34433 308 1352 47 355 16 7391 0 34609 176 1556 204 380 17 7391 0 34933 324 1569 13 337 18 7391 0 35250 317 1579 10 327 19 7391 0 35607 357 1579 0 357 20 7391 0 35919 312 1621 42 354 21 7391 0 36106 187 1761 140 327 22 7391 0 36468 362 1795 34 396 23 7391 0 36798 330 1813 18 348 24 7391 0 36926 128 2062 249 377 25 7391 0 36927 1 2300 238 239 26 7391 0 36927 0 2612 312 312 27 7391 0 36927 0 2898 286 286 28 7391 0 36927 0 3302 404 404 29 7391 0 36927 0 3667 365 365 30 7391 0 36927 0 4019 352 352 31 7391 0 36927 0 4390 371 371 JUNE 1 7391 0 37337 410 4405 15 425 2 7391 0 37692 355 4430 25 380 3 7391 0 37982 290 4454 24 314 4 7391 0 38286 304 4506 52 356 5 7391 0 38607 321 4573 67 388 6 7391 0 38999 392 4609 36 428 7 7391 0 39296 297 4670 61 358 8 7391 0 39666 370 4702 32 402 9 7391 0 40014 348 4702 0 348 10 7391 0 40411 397 4802 100 497 ANNUAL FLOWS, 1991 WELL #6 WELL #7 WELL #8 TOTAL 11 7391 0 40411 0 5103 301 301 12 7391 0 40411 0 5551 448 448 13 7391 0 40411 0 5908 357 357 14 7391 0 40411 0 6290 382 382 15 7391 0 40411 0 6683 393 393 16 7391 0 40411 0 7053 370 370 17 7391 0 40411 0 7422 369 369 18 7391 0 40411 0 7857 435 435 19 7391 0 40411 0 8193 336 336 20 7391 0 40411 0 8603 410 410 21 7391 0 40411 0 8878 275 275 22 7391 0 40411 0 9276 398 398 23 7391 0 40411 0 9587 311 311 24 7391 0 40411 0 9940 353 353 25 7391 0 40411 0 10306 366 366 26 7391 0 40411 0 10626 320 320 27 7391 0 40411 0 11060 434 434 28 7391 0 40422 11 11496 436 447 29 7391 0 40679 257 11765 269 526 30 7391 0 40870 191 11921 146 337 JULY 1 7395 4 41235 365 11933 22 391 2 7516 121 41709 474 11966 33 628 3 7670 154 42095 386 12156 190 730 4 7847 177 42626 531 12156 0 708 5 8008 161 42762 136 12470 314 611 6 8166 158 43180 418 12537 67 643 C 7 8328 162 43486 306 12674 137 605 8 8503 175 44014 528 12743 69 772 9 8667 164 44224 210 13061 318 692 10 8831 164 44319 95 13394 333 592 11 8995 164 44607 288 13576 182 634 12 9155 160 45172 565 13603 27 752 13 9162 7 45827 655 13603 0 662 14 9162 0 46337 510 13603 0 510 15 9162 0 46465 128 13838 235 363 16 9162 0 46598 133 14055 217 350 17 9162 0 46691 93 14370 315 408 18 9162 0 46853 162 14585 215 377 19 9162 0 47151 298 14849 264 562 20 9162 0 47151 0 15252 403 403 21 9162 0 47254 103 15579 327 430 22 9162 0 47606 352 15750 171 523 23 9162 0 48031 425 15927 177 602 24 9162 0 48557 526 16095 168 694 25 9162 0 48664 107 16382 287 394 26 9162 0 49028 364 16382 0 364 27 9162 0 49540 512 16417 35 547 28 9162 0 49758 218 16619 202 420 29 9162 0 50122 364 16759 140 504 30 9162 0 50273 151 17076 317 468 31 9162 0 50467 194 17382 306 500 AUG 1 9162 0 50859 392 17537 155 547 2 9162 0 50934 75 17858 321 396 3 9162 0 51373 439 17988 130 569 ANNUAL FLOWS, 1991 WELL if WELL #7 WELL #8 TOTAL 4 9162 0 51778 405 18093 105 510 5 9162 0 52393 615 18100 7 622 6 9162 0 52744 351 18259 159 510 7 9162 0 53135 391 18398 139 530 8 9162 0 53135 0 18759 361 361 9 9162 0 53530 395 18853 94 489 10 9162 0 53956 426 18853 0 426 11 9162 0 54282 326 18853 0 326 12 9162 0 54363 81 19132 279 360 13 9162 0 54541 178 19293 161 339 14 9162 0 54926 385 19394 101 486 15 9162 0 55352 426 19488 94 520 16 9162 0 55700 348 19668 180 528 17 9162 0 55867 167 19978 310 477 18 9162 0 56463 596 19978 0 596 19 9162 0 57051 588 19978 0 588 20 9162 0 57531 480 20059 81 561 21 9162 0 57698 167 20366 307 474 22 9162 0 57731 33 20754 388 421 23 9162 0 58155 424 20830 76 500 24 9162 0 58507 352 21011 181 533 25 9162 0 58836 329 21156 145 474 26 9162 0 58987 151 21319 163 314 27 9162 0 59248 261 21468 149 410 28 9162 0 59448 200 21589 121 321 29 9162 0 59634 186 21720 131 317 C 30 9162 0 59988 354 21739 19 373 31 9162 0 60316 328 21758 19 347 SEPT 1 9162 0 60457 141 21915 157 298 2 9162 0 60602 145 22062 147 292 3 9162 0 60711 109 22258 196 305 4 9162 0 61023 312 22403 145 457 5 9257 95 61359 336 22467 64 495 6 9357 100 61453 94 22765 298 492 7 9463 106 61775 322 22765 0 428 8 9593 130 62127 352 22792 27 509 9 9662 69 62231 104 22993 201 374 10 9773 111 62284 53 23264 271 435 11 9780 7 62436 152 23447 183 342 12 9888 108 62760 324 23488 41 473 13 10007 119 63082 322 23526 38 479 14 10127 120 63497 415 23526 0 535 15 10282 155 64237 740 23526 0 895 16 10352 70 64299 62 23651 125 257 17 10509 157 64471 172 23872 221 550 1$ 10603 94 64674 203 24019 147 444 19 10731 128 64674 0 24353 334 462 20 10779 48 64674 0 24654 301 349 21 10779 0 64674 0 24927 273 273 22 10779 0 64674 0 25199 272 272 23 10779 0 64674 0 25535 336 336 24 10821 42 64674 0 25876 341 383 25 10822 1 64674 0 26197 321 322 C} 26 10822 0 64674 0 26528 331 331 ANNUAL FLOWS, 1991 CWELL #6 WELL #7 WELL #8 TOTAL 27 10822 0 64674 0 26864 336 336 28 10822 0 64674 0 27167 303 303 29 10822 0 64674 0 27465 298 298 30 10822 0 64674 0 27810 345 345 OCT 1 10923 101 64674 0 28089 279 380 2 11070 147 64687 13 28453 364 524 3 11090 20 64687 0 28762 309 329 4 11090 0 64687 0 29072 310 310 5 11090 0 64687 0 29340 268 268 6 11190 100 64687 0 29664 324 424 7 11309 119 64687 0 30027 363 482 8 11352 43 64687 0 30361 334 377 9 11499 147 64687 0 30670 309 456 10 11613 114 64687 0 30959 289 403 11 11617 4 64687 0 31244 285 289 12 11748 131 64687 0 31544 300 431 13 11748 0 64687 0 31790 246 246 14 11920 172 64687 0 32104 314 486 15 12025 105 64690 3 32439 335 443 16 12078 53 64690 0 32725 286 339 17 12210 132 64690 0 32976 251 383 18 12214 4 64825 135 33123 147 286 19 12325 111 65106 281 33144 21 413 20 12407 82 65406 300 33164 20 402 21 12548 141 65515 109 33345 181 431 22 12548 0 65515 0 33678 333 333 23 12646 98 65594 79 33891 213 390 24 12696 50 65861 267 33893 2 319 25 12799 103 66145 284 33940 47 434 26 12899 100 66424 279 33948 8 387 27 12970 71 66754 330 34003 55 456 28 12999 29 66861 107 34136 133 269 29 13028 29 66975 114 34268 132 275 30 13133 105 66975 0 34508 240 345 31 13246 113 67078 103 34670 162 378 NOV 1 13309 63 67192 114 34815 145 322 2 13387 78 67472 280 34921 106 464 3 13464 77 67585 113 35073 152 342 4 13641 177 67716 131 35260 187 495 5 13791 150 67883 167 35346 86 403 6 13901 110 68221 338 35346 0 448 7 13950 49 68448 227 35467 121 397 8 14049 99 68754 306 35467 0 405 9 14124 75 69065 311 35495 28 414 10 14196 72 69178 113 35645 150 335 11 14302 106 69280 102 35808 163 371 12 14403 101 69529 249 35847 39 389 13 14485 82 69814 285 35873 26 393 14 14597 112 70103 289 35908 35 436 15 14672 75 70214 111 36065 157 343 16 14802 130 70334 120 36269 204 454 17 14819 17 70334 0 36378 109 126 18 14912 93 70413 79 36378 0 172 1 19 14976 64 70527 114 36378 0 178 ANNUAL FLOWS, 1991 WELL 16 WELL 07 WELL #8 TOTAL 20 15095 119 70527 0 36378 0 119 21 15260 165 70527 0 36378 0 165 22 15363 103 70712 185 36378 0 288 23 15512 149 70933 221 36378 0 370 24 15627 115 71330 397 36378 0 512 25 15723 96 71553 223 36378 0 319 26 15723 0 72129 576 36378 0 576 27 15790 67 72234 105 36378 0 172 28 15860 70 72399 165 36379 1 236 29 15939 79 72649 250 36379 0 329 30 15996 57 72967 318 36379 0 375 DEC 1 16072 76 73333 366 36379 0 442 2 16109 37 73442 109 36379 0 146 3 16199 90 73741 299 36379 0 389 4 16301 102 74035 294 36379 0 396 5 16301 0 74385 350 36379 0 350 6 16439 138 74764 379 36379 0 517 7 16537 98 74856 92 36379 0 190 8 16588 51 75135 279 36379 0 330 9 16696 108 75384 249 36379 0 357 10 16696 0 75694 310 36379 0 310 11 16752 56 75991 297 36379 0 353 12 16862 110 76307 316 36379 0 426 13 16874 12 76635 328 36379 0 340 14 16915 41 76893 258 36379 0 299 �.._. 15 16 16922 17015 7 93 77102 77262 209 160 36379 36379 0 0 216 253 17 17092 77 77395 133 36379 0 210 18 17207 115 77543 148 36379 0 263 19 17261 54 77684 141 36379 0 195 20 17315 54 77995 311 36379 0 365 21 17433 118 78127 132 36379 0 250 22 17537 104 78233 106 36379 0 210 23 17547 10 78355 122 36379 0 132 24 17616 69 78638 283 36379 0 352 25 17721 105 78898 260 36379 0 365 26 17864 143 79156 258 36379 0 401 27 17933 69 79412 256 36379 0 325 28 18025 92 79542 130 36379 0 222 29 18085 60 79815 273 36379 0 333 30 18122 37 79927 112 36379 0 149 31 18199 77 80051 124 36379 0 201 20452 73962 40112 134526 APPENDIX C WATER RIGHTS DOCUMENTS Y CONTENTS: I. Opertaing Permit 2. Well #5 Application 3. Well #6 Certificate 4. Well #7 Certificate 5. Well #S Certificate 6. Well #9 Application =0 STATE OF WASHINGTON :0 Public Water System Operating Permit r �The Department of Health Division of Drinking Water issues a permit to operate ` PORT ORCHARD WATER DEPT. (ID'F 58900 V ) 41 water system in KITSAP County to: PORT ORCHARD, CITY OF 41 :11 r -� PORT ORCHARD, CITY OF 216 PROSPECT STREET PT. ORCHARD WA 98356 L J 43 This permit is valid through MAY 1, 1995 :3 PERMIT CATEGORY: `;"" GREEN The permit category may be modified or the permit revoked subject to water system compliance with applicable State of Washington drinking water rules and regulations and the following conditions: � 1 ,10 a U f] U NOTE•SYSTEM DOES NOT HAVE A LIMIT ON NUMBER OF APPROVED SERVICE CONNECTIONS q NOTE: WAC 246 294 requires water system plan approval and issuance of anew operating permit before transfer of ownership of a Public Water System. � DOH 331-C30(IZ92)Front STATE OF WASHINGTON ! DEPARTMENT OF ECOLOGYF. 1. 0 L O V 1 NOTICE OF APPLICATION TO APPROPRIATE PUBLIC WATERS TAKE NOTICE: That . C.... ITY OF .PORT...ORCHAR.D .................................. ...----••---•-•----•.....-------•-------....--•---...........................---------.... ...................... .......... of ....PORT ORCHARDx..WASHLNGION................. .. on ............. 9-1A-92 ................. under .application No.._...01mZ5M---------------- filed for permit to appropriate public waters, subject to existing rights. from ----...WEE ..115........................ :. in the amount of 50 ..GALLONS. . .PER....MINUTE................................................................................................................. .............................•-- each vear, for ..... MUN.ICI.PAL..52FLY......UAR..ROUND---AS_.NEEDED............................................................................. The source of the proposed appropriation is located within ...... LOT,-3•,BLOCK,2, REPLAY OF CENTRAL .............. ADDITION TO SIDNEY of Section ........ 26......Township_....24N... N., Range 1E W.M., in....................................KITSAP County. Protests or objections to approval of this application must include a detailed statement of the basis for objections. prwests inusi he ucrompa led hY a Iwo dollar (S1.00) recording fee and filed with the Department of Erolaxs, at the address Shown nelow, wrthin thirty. (30) daYs from .. ...................... ..... ......... .......... ............................................................. I..................... t.......... tau .hIlr nl Idii1. UMPI rn hr a rlrrrrd ahm-4. hr- pruhLshrrI Department of Ecology Northwest Regional Office; 3190. 160th SE: Bellevue, WA 98WS ECY 0-*-1-1 y y NOTICE L V. Pa. Uw44m-4mL SM Cmrv=TK Rmm No. - 7 PA= Ncjjjj-_-A STATZ OF WAWMVM, Cot XW CV---4-tM 7 C*rhficate of Ground Water Right 0, th, lt&= of umr#� ter Ism a" "mm&%"b TM'ZT0CMLr'Th4L to the satisfaction of the State Supervisor of Water Resources of Washington, of a right to the sm of the ground waters of a MILU... located within later-3-Alli 4, Bl"k 3 of Wh*81W's AtU%L=- SCC--2jr--- — Tu?p.--.U—N.. R. 1. 1. W. M,, for the purpose of.._.mmifilpal RUPAY. under and subject: to provisions contained in Ground Water Permit No. issued by the SiMe Supervisor of Water Resources and that said right to the use of said ground waters has been pe rtected. in accordance with the laws of Washington, and is hereby confirmed by the State Supervisor of Wow Resources of Washington and entered of record in volume 7 — at page —3334A—,- that the right hereby cornfirmed dares from Ikmmbtr 17,1955 .--; that the qvmdft of rVmd, watc- under the right hereby confirmed for the purposes aforesaid, it limited to an mmmmt MORAY beneficially used for said purposes. and chap not exceed. 3 30 -9aUo" A description of the ]ands to which such ground water right is q"rtmat, and On place Cohen such water is put to bemeftc*! use, u as follower Tom of Port Orchard, Kitsap County, UnkingUm The right to the use of the Vmwul water aforesaid hereby confirmed it restricted to the kWAi$ or plaft of use herein described, ezvdX as provided in Soctiom 6 and 7. Chapter 1U, lAum of J929. WITNESS the seal and signature of the State Supervisor of Water Resources alLmed this of - Aar SN" supervis6w of Wet" Affmorm. S I A ('l Of WASHIN(' ON DEPARTMENT OF ECOLOGY CERTIFICATE OF WATER RIGHT Surface Water {Issued In sacordanee with the provisions of Chapter f t 7. Laws of Wash$ glort for 1917. and amendments thereto, and the rules and regulations at the Department o! Ecology.) ® Ground Water ussued in acCordance with the provisions of Chapter 263, Laws of Washington too 1945, and amendments thereto, and the rules and regulations of the Department of Ecatogv.l PRIORITY DATE APPLICATION NOMUC Fi EHTIFICATE NUMBER co LCtT7tIFfi 64, 17t7�i I [�l_ C9�130- fCil—L4atfOY - — -- 1 — NAME 0 1he City of Port Orchard _ ADDRESS ISTHEETI tc-TYI ISTATE I t21P CODEI ty 216 Prospect Street _ _ _ Port: Orchard Washin=n 98366 0 This is to certify that the herein named applicant has made proof to the satisfaction of the Department of Ecology of a right to the use of the public waters of the State of Washington as herein defined, and under and specifically subject to the provisions a contained in the Permit issued by the Department of Ecology, and that said right to the use of said waters has been perfected co in accordance with the laws of the State of Washington, and is hereby t.onflrrnea by the Department of Ecology and entered of record as shown, but is limited to an amount actually beneficially used. PUBLIC WATER TO BE APPROPRIATED SOURCE Wel1 TRIBUTARY OF OF SURFACE WATERSI MAXIMUM CUTIIC FEEL PEF SECOND MAXIMUM UALLONS PER MINUTE MAV&ILIM ACRE•rtf r PER YEAR 750 1210 QUANTITY, TYPE OF USE, PERIOD OF USE Municipal supply - continuously LOCATION OF DIVERSION/WITHDRAWAL APPROXIMATE LOCATION OF DIVERSION —WITHDRAWAL LOCATED WITHIN ISMALLiST LEGAL SUSDIVISIONI SECTION TOWNSHIP N I RANGE, IE. OFF W.I "Al, W.R,t,A, I COUNTY -- 26 1 24 1E 15 Kitsap RECORDED PLATTED PROPERTY LOT BLOCK OF (QtVE NAME OF PLAT OR ADDITION) 3 2 Re lat of Central Addition to Sidne LEGAL DESCRIPTION OF PROPERTY ON WHICH WATER IS TO BE USED Area served by the City of Port Orchard within Kitsap County, Washington. 1 1 FILED FOR RECORD + r ' i�OG OCT 21 A 115! shE:n i!! tiUFF KITSAP EOti�ITY AUDITOR PROVISIONS Flowing wells shall be so constructed and equipped with valves to ensure, that the flow of water can be completely stopped when not being used. Likewise, the well shall be so maintained as to prevent the waste of wat-tr through leaky casings, pipes, fittings, Cvalves, or pumps - either above or below land surface. An approved measuring device shall be installed and maintained in accordance with FCW 90.03.360, WAC 508-64-020 through tC 508-64-040 (Installation, operation and maintenance requiremeants attached hereto). I The rigl; t to the use of the water aforesaid rrereby confirmed is restricted to the lands or place of use herein described, except as provided in RCW 90.03.380, 90.0j,390, and 90.44.020. This certificate of crater right is specifically subJect to retie dahment for nonuse of water as provided in RCW ryS 90.14.180. Open tinder my hand and the seal of this office at FedmxA. Washington, this....?...... day �'� t • of........xyy`'4..................... ....... i.. ' W ;+y.•t i�1 ,� e � • i , � c Depa meat of Ecol , .•n, ..ir .rti•'r ,� � Ali � � 6 11_� STATE OF WASHINGTON t DEPARTMENT OF ECOLOGY CERTIFICATE. OF WATER RIGHT { op Surface Water ]Issued in accordance with the provisions of Chapter 117. Laws of Washington for 1917, and N amendments thereto, and the.rulas and regulations 1f the Department of Ecology.) ® Ground Water 1155ued in accordance with the provisions of Chapter 263, Laws of Washington for 1945, and amendments thereto, and the rules and regulations of the Department of Ecology.) PRIORITY GATE APPLICATION NUMBER PERMIT NUMBER CERTIFICATE NUMBER N -hla_ 23- - rl-25019P ri -?51Zt 9f O (D NAME O--City of PorL Orchard-____ '- ADDRESS (STREET) (CITY) ISTATEI (ZIP CODE) r 9Tf, PrnSpPrt Strppt. .Rost, -Orchard -- Washington,„...,..__,.. 98366 This is to certify that the herein named applicant has made proof to the satisfaction of the Department Of Ecology ofa right to the use of the public wafers Of the State of Washington as herein defined, and under and specifically subject to the provisions contained in the Permit issued by the Department of Ecology, and that said right to the use of said waters has been perfected in accordance with the laws of the State of Washington, and is hereby confirmed by the Department of Ecology and entered of record as shown, but is limited to an amount actually beneficially used. PUBLIC WATER TO BE APPROPRIATED SOURCE Well TRIBUTARY OF [IF SURFACE WATERS) MAXIMUM CUBIC FEEI PER SECOND MA11I1v1UM GALLONS PER MINUTE MAXIMUM ACRE-FEET PER YEAR - 500 560* 411JANTIIY. TYI% 01: USh, KIIIUO OH U9L Municipal water supply - continuously *SUPRIeniental to existing water rights. C� LOCATION OF DIVERSION/WITHDRAWAL APPROXIMATE LOCATION OF DIVERSION —WITHDRAWAL LOCATED WITHIN ISMALLEST LEGAL SUBDIVISION) SECTION TOWNSHIP N. I RANGE, IE. OR W.I W.M. I W.R.I.A. I COUNTY 2 23 1E 15 Kitsa RECORDED PLATTED PROPERTY LOT BLOCK OP (GIVE NAME OF PLAT OR ADDITION) LEGAL DESCRIPTION OF PROPERTY ON WHICH WATER IS TO BE USED Area served by the City of Port Orchard within Kitsap County, Washington. 93 FED, 1 S PN 12: 3 1 REEl529FRi561 9002160128 ICY G40-1-2 (R9v. 4-81) (SEE REVERSE $$Ot) CERTIFICATE r-?r/ , . Q17 PROVISIONS All water wells constructed within the state shall meet the minimum standards for construction and maintenance as provided under RCW 18.104 (Washington Water Well Con- struction Act of 1971) and Chapter 173-160 WAC (Minimum Standards for Construction and Maintenance of Water Wells). Installation and maintenance of an access port as described in Ground Plater Bulletin No. 1 is required. An air line and gauge may be installed in addition to the access port. An approved measuring device shall he installed and maintained in accordance with RCW 90.03.360, WAC 508-64-020 through WAC 508-64-040 (Installation, operation and maintenance requirements attached hereto). Monitoring of static water level, pumping water level, instantaneous discharge (gpm) and total quantities pumped shall be done on a monthly basis. This data will be supplied to the Department of Ecology upon request. The right to the use of the water aforesaid hereby confirmed is restricted to the lands or place of use herein described, except as provided in RC111 90.03.380, 90, 03.390, and 90.44.020. This certificate of water right is npecificnlly subject to relinquislmieat Cur nunu5e of water its provided is ltely 90.14.180. Given under my hand and the seal of this office at. Redmond IVashington. this .... l 5th day ...................... 19,.40......... rs : ,4 ! Department of Ecology ENGiN6 TA ell byr. .... ................... Herman H. Huggins, Sect Supervisor Water Resources FOR COUNTY USE ONLY 90021 60..128 PIEIS29 U562 CONTENTS: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. Regulatory Summary Well #6 VOL Report Well 17 VOL Report Well #8 VOL Report Well #6 Inorganic Analysis Well #7 Inorganic Analysis Well #8 Inorganic Analysis Well #6 Nitrate Analysis Well #7 Nitrate Analysis Well #8 Nitrate Analysis Lead and Copper Data APPENDIX D WATER QUALITY REPORTS Qpffnw's RegWatury Bu[Ietia BoarcF Proposed Rule Proposal Published Status Legal Activity Congressional Activity Analytical Methods Dec.15, 1993 (58 Federal USEPA evaluating public com- Register 65622) menu; final rule due 1994. Information Feb. 10, 1994 (59 Federal USEPA evaluating public com- S. 1547 requires USEPA to issue final Collection Rule Register 6332) ments; anal rule due June 1994. rule no later than July 29, 1994, Radionuclides July 18,1991 (56 Federal USEPA is preparing a final rule Congress prohibited USEPA from Register 33056) package to meet a court -or- spending money in fiscal year dered deadline of Apr. 30, 1995. 1994 to promulgate a new ra- don rule. Pending SOWA legisla- tion (S. 1547, S. 1920, and H.R. 3392) would change how theYra- don standard would be set. Sulfate July 17, 1992 (57 Federal USEPA is reconsidering its pro- H.R. 3392 and S. 1920 include crite- Register 31776) posed sufate ruse. Court -or- ria for regulating sulfate. S. 1547 dered deadlines are Nov. 30, allows USEPA to substitute an- 1994, for a proposed rule and other contaminant to be regu- May 31, 1996, for a final rule. lated in place of sulfate. RaUmofAnticipate&USEPA1 , e, a .ie 4 1 1 Anticipated Rule Current Schedule Status Legal Activity Congressional Activity Reconsideration of the Proposal expected in 1994 Final rules set July 1, 1991 (56 Afdicarb, Aldicarb Federai Register 30266); MCLs Sulfoxide, Aldicarb postponed May 27, 1991 (57 Sulfone rules Federal iegisrer22178); USEPA Arsenic Rule Disinfectants --Disinfec- tion By-products (D-D8Ps) Rule Enhanced Surface Water Treatment Rule (ESWTR) Ground Water Disinfec- tion Rule (GWDR) Phase Vlb SOCs and lots Nov 30, 1995, deadline for proposal; Nov. 30, 1997, deadline for final rule. May 30,1994, deadline for proposal: Dec. 15, 1996, ceadline for final rule. To be proposed with the D-DBP rule Aug. 30, 1995, deadline for proposal; Aug. 30, 1997, deadline for final rule has decided to revise the MCts uowarc. USEPA is ccnsidering a new MCL between 0.002 to 0.020 mgrL. Reg-neg process is being com- pleted fcr this rote. Reg-neg process is being compiete-o for this rule. USEPA released a draft rule July 31, 1992 (57 Federal Register 33960). i ne agency is continu- ing to develop the technical ba- sis and su000rting documents for this rule. Feb. 28, 1995, deadline for USEPA is to cetermine which con - proposal; Feb. 28, 1997, taminants are to be included in deadline for final rule this rule. Nose: Existing regulations will be covered in the June issue of Ocflow. Bulletirr Board Notice: MrWcatiotrot Chlorinatiaw BATfor Cyanide The Phase V rule speaAes chlorination as one of the three hest available tec;- nologies (E M for cyari de. Chlorinating water at or above the maximum contar7. nant level (MCL) without regard to pH may cause cyanogen &Icwe to form. There are no direct data on the human toxrcdy of cyanogen choride in arinking water. However, chronic exposure to cyanogen chbride may be as narmful as chronic exposure to cyanide at and above the 0.2 mgrL cyanide MCL As a result, the US Environmental Protection Agency recently issued a warning to public water systems that crlorination for cyanide removal must be done under alkaline conditions (pH 8.5). USEPA will be amending the S. 1920 and H.R. 3392 include cri- teria for regulation of D-DBPs. S. 1547 changes deadline. S. 1547, S. 1920, and H.R. 3392 would change how contami- nants are selected for regulation. Phase V regulation in the future to specify -alkaline chlorination" rather than chlorination. Most public water systems will have source -water cyanide con- centrations below the MCL. so formation of cyanogen chloride will not be a problem. Systems that are removing cyanide Long chlorination or that are vulnerable to cyanide contamination should obtain a copy of USEPA's Public Water System Waming by calling one of the following USEPA contacts: Robert Benson (303) 293-1694: Robert Clement (303) 293-1259: Jeffrey Kempic (202) 260-9567; or USEPA's Safe Drinking Water Act Hotline 1.(800) 426.4791, May 1994 STATE OF WASHINGTON 'Ni SRt+GfON sr+rE DEPARTMENT OF ECOLOGY �EP+Rt 11EN1 OE F.L'pLOLY NOTICE OF APPLICATION TO APPROPRIATE PUBLIC WATERS TAKE NOTICE: CITY OF PORT ORCHARD, PUBLIC WORKS DEPARTMENT That....... ............................................................................................................................. •................... ----...-------•••--•----- POR.. ORCHARD, WASHINGTON ....... on .... MARCH 22, 1991 under of •-----•---------•----....... - .. ORCHARD, --- D - -- S • N •- Application No. .... �fi1.j.9.................. filed for permit to appropriate public waters, subject to existing rights, from........................ WELL ......................................................................................................................................................... in the amount of ..5QQ..GALL.ONS...p.F.R..M.I.NUT.E.................•--------------------•--•--------.......-----------•-•----...............-------•----------•-- each year, for ........ MUNJGIP.AL..SUPP.LY------ COR11- [UOJISLY.-------•-----•-•-----•.............................................•------•-•-•-•--•-••-- The source of the proposed appropriation is located within ........... Nk...IJA.... SW..-114............................................... of Section 2........... Township......2-3......... N., Range .........9.E....... W.M., in ......K.ITSAP............. � `--_-------_----_ County. Protests or objections to approval of this application must include a detailed statement of the basis for objections. protests must he accompanied by a tivo dollar (S2.00) recording fee andfiled iled iviih the Department of Ecology, at the address shown below, within thirty (30) days from .......................•............................................................-•----................-...--...................--------•---------................ l t aN .trlti• f!1 t7t+l+lirution tU Pa, enterrcl above hl• publisher) Da-,, w:::o moo) Zy is " ._.'•., tit ..._:_ C+:i ................................... .................------. .... . NOTICE ECY 04EN-1 a Rev. 2, 74 AVATER MANAGEMENT 1515 80th St. E. C)Alm-LABORATORIESINC. 531 3121WA 9840� VOLATILE ORGANIC CHEMICAL REPORT Results by Analysis by EPA Method 524.2 Measurement of Purgeable Organic Compounds in Water by Capillary Column Gas Chromatography/Mass Spectrometry Send Report To: City of Port Orchard 216 Prospect St. Part Orchard, WA 98366 Bill: Lawrence Curler City of Port Orchard 216 Prospect St. Port Orchard, WA 98366 COUNTY : Kistap SYSTEM NAME : City of Port Orchard Well # 6 SYSTEM ID NO. : 68900V LABORATORY NO. : 89 DATE COLLECTED: 10/12/93 DATA FILE : 8971391 DATE ANALYZED : 10/12/93 ANALYST : William Adams SOURCE NUMBER : S01 DATE OF REPORT : October 13, 1993 SOURCE TYPE : Well Field SUPERVISOR'S INITIALS : W S EPA CODE NAME OF COMPOUND MCL* ug/L AMOUNT ug/L EPA CODE NAME OF COMPOUND AMOUNT u /L REGULATED COMPOUNDS UNREGULATED COMPOUNDS L976 VINYL CHLORIDE 2 ND 2210 CitLOROMETHANE ND `2977 1 1-DICHLOROETHYLENE 7 ND 2214 BROMOMETHANE ND 2981 1 1-1 -TRICHLOROETHANE 200 ND 2216 CHLOROETHANE ND 298T CARBON TETRACHLORIDE 5 ND 2978 1 1-DICHLOROETHANE ND 2990 BENZENE 5 ND 2416 2 2 -DICHLOROPROPANE ND 2980 .1 2-DICHLOROETHANE 5 ND 2410 1 1-DICHLOROPROPANE ND 2984 TRICHLOROETHYLENE 5 ND 2408 DIBROMOMETHANE ND 296$ -DICHLOROBENZENE 75 ND 1 2412 1 3-DICHLOROPROPANE ND 2979 t-1 2-DICHLOROETHYLENE 100 ND 2986 1 1 1 2-TETRACHLOROETHAN ND 2380 c-1 2-DICHLOROETHYLENE 70 ND 2993 BROMOBENZENE ND 2983 1 2-DICHLOROPROPANE 5 ND 2414 1 2 3-TRICHLOROPROPANE ND 2991 TOLUENE 1000 ND 2988 1 1 2 2-TETRACHLOROETHAN ND 2987 TETRACHLOROETHYLENE 5 ND 2965 o-CHLOROTOLUENE ND 2989 CHLOROBENZENE 100 ND 2966 -CHLOROTOLUENE ND 2992 ETHYL BENZENE 700 ND 2967 m-DICHLOROBENZENE N❑ 2995 ml-XYLENES ND 2212 DICHLORODIFLUOROMETHANE ND 2997 o-XYLENE total x lene MCL = 10000 ND 2218 TRICHLOROFLUOROMETHANE ND 2996 STYRENE 100 ND 2430 BROMOCHLOROMETHANE ND 2968 o-DICHLOROBENZENE 600 ND 2994 ISOPROPYLBENZENE ND 2964 METHYLENE CHLORIDE 5 ND 2998 N-PROPYLBENZENE N❑ 2985 1 1 2-TRICHLOROETHANE 5 1 ND 2424 1 3 5-TRIMETHYLBENZENE ND 2426 TERT-BUTYLBENZENE ND TRIHALOMETHANES ITHM total) = 100 2428 SEC-BUTYLBENZENE ND 2941 CHLOROFORM ND 2030 -ISOPROPYLTOLUENE ND 2943 BROMODICHLOROMETHANE ND 2422 n-BUTYLBENZENE ND 2944 CHLORODISROMOMETHANE ND 2378 1 2 4-TRICHLOROBENZENE NO 2248 NAPTHALENE ND MGL: Maximum Contaminant level ��OTE: An amount of NO indicates that the true concentration is less than the method detection limit of 0.5 u 1L 2246 HEXACHLOROBUTADIENE ND 2420 1 2 3-TRICHLOROBENZENE ND 2228 cis-1 3-DICHL ROPROPENE ND NOTE:DIBROMQ THANEfEDB1 AND DIBROMOCHLOROPROPANEfDBCPI WERE ALSO ANALYZ D AND FOUND AT CONCENTRATIONS LESS THAN 0.5 ug/L. THIS DOES NOT CONSTITUTE AN ADEQUATE ANALYSIS FOR THESE COMPOUNDS. "Composite results for any analytes are totals. \,JVATER i MANAGEMENT LABORATORIES o 1vJ3 1515 80th St. E. Tacoma, WA 98404 INC. 531-3121 VOLATILE ORGANIC CHEMICAL REPORT Results by Analysis by EPA Method 624.2 Measurement of Purgeable Organic Compounds in Water by Capillary Column Gas Chromatography/Mass Spectrometry Send Report To: City of Port Orchard 216 Prospect St. Port Orchard, WA 98366 Bill: Lawrence Curles City of Port Orchard 216 Prospect St. Port Orchard, WA 98366 COUNTY : Kistap SYSTEM NAME : City of Port Orchard Wells # 7,5,4 SYSTEM ID NO. : 68900V LABORATORY NO. : 89 DATE COLLECTED: 10/12/93 DATA FILE : 8971390 DATE ANALYZED : 10/12/93 ANALYST : William Adams SOURCE NUMBER : S02 DATE OF REPORT : October 13, 1993 SOURCE TYPE : Well Field SUPERVISOR'S INITIALS : I EPA CODE NAME OF COMPOUND MCL* ug/L . AMOUNT ug/L EPA CODE NAME OF COMPOUND \ REGULATED COMPOUNDS UNREGULATED COMPOUNDS NND )2976 VINYL CHLORIDE 2 ND 2210 CHLOROMETHANE 2977 1 1-DICHLOROETHYLENE 7 ND 2214 BROMOMETHANE 2981 1 1 1-TRICHLOROETHANE 200 ND 2216 CHLOROETHANE 2982 CARBON TETRACHLORIDE 5 ND 2978 1 1-DICHLOROETHANE ND 2990 BENZENE 5 ND 2416 2 2-DICHLOROPROPANE ND 2980 1 2-DICHLOROETHANE 5 ND 2410 1 1-DICHLOROPROPANE ND 2984 TRICHLOROETHYLENE 5 ND 2408 DIBROMOMETHANE ND 2969 -DICHLOROBENZENE 75 ND 2412 13-DICHLOROPROPANE ND 2979 t-1 2-DICHLOROETHYLENE 100 ND 1 2986 11 12-TETRACHLOROETHAN ND 2380 c-1 2-DICHLOROETHYLENE 70 ND 2993 BROMOBENZENE ND 2983 1 2-DICHLOROPROPANE 5 NO 2414 1 2 3-TRICHLOROPROPANE ND 2991 TOLUENE 1000 ND 2988 1 1 2 2-TETRACHLOROETHAN ND 2987 TETRACHLOROETHYLENE 5 ND 2965 o-CHLOROTOLUENE ND 2989 CHLOROBENZENE 100 ND 2966 -CHLOROTOLUENE ND 2992 ETHYL BENZENE 700 ND 1 2967 m-DICHLOROBENZENE ND 2995 ml-XYLENES ND 1 2212 DICHLORODIFLUOROMETHANE ND 2997 o-XYLENE Itotal x lene MCL = 10000 ND 1 2218 TRICHLOROFLUOROMETHANE ND 2996 STYRENE log ND 2430 SROMOCHLOROMETHANE ND 2968 o-DICHLOROBENZENE 600 ND 2994 iSOPROPYLBENZENE ND 296T METHYLENE CHLORIDE 5 ND 2998 N-PROPYLBENZENE ND 2985 1 1 2-TRICHLOROETHANE 5 ND 2424 1 3 5-TRIMETHYLBENZENE ND 2426 TERT-BUTYLBENZENE ND TRIHALOMETHANES (THM totafl 100 1 2428 SEC-BUTYLBENZENE ND 2941 CHLOROFORM ND 2030 -ISOPROPYLTOLUENE ND 2943 BROMODICHLOROMETHANE ND 2422 n-BUTYLBENZENE 2944 CHLORODIBROMOMETHANE ND 2378 1 2 4-TRICHLOROBENZENE MOFORM-- NO 2248 NAPTHALENE MND MCL: Maximum Contaminant Level )NOTE: An amount of ND indicates that the true concentration is less than the method detection limit of 0.5 u /! 2246 HEXACHLOROBUTADIENE 2420 12 3-TRICHLOROBENZENE 2228 cis-1 3-DICHLOROPROPENE ND NOTE: DISROMOETHANE(ED8) AND DIBROMOCHLOROPROPANEIDBCPI WERE ALSO ANALYZED AND FOUND AT CONCENTRATIONS LESS THAN 0.5 ug/L. THIS DOES NOT CONSTITUTE AN ADEQUATE ANALYSIS FOR THESE COMPOUNDS, `*Composite results for any analytes are totats. AVATER �'. MANAGEMENT LABORATORIES 1515 80th St. E. Tacoma, WA 98404 INC, 531-3121 VOLATILE ORGANIC CHEMICAL REPORT Results by Analysis by EPA Method 524.2 Measurement of Purgeable Organic Compounds in Water by Capillary Column Gas Chromatography/Mass Spectrometry Send Report To: Bill: Lawrence Curles City of Port Orchard City of Port Orchard 216 Prospect St. 216 Prospect St. Port Orchard, WA 98366 Port Orchard, WA 98366 COUNTY : Kistap SYSTEM NAME : City of Port Orchard Well # 8 SYSTEM ID NO. : 68900V LABORATORY NO. 89 DATE COLLECTED: 10/12/93 DATA FILE 8971392 DATE ANALYZED : 10/12/93 ANALYST William Adams SOURCE NUMBER : SOS DATE OF REPORT October 13, 1993 SOURCE TYPE : Well Field SUPERVISOR'S INITIALS &' EPA NAME OF COMPOUND CODE MCL* u /L AMOUNT u /L EPA CODE NAME OF COMPOUND AMOUNT u IL REGULATED COMPOUNDS UNREGULATED COMPOUNDS 129 66 VINYL CHLORIDE 2 ND 2210 CHLOROMETHANE ND J2977 1 1-DICHLOROETHYLENE 7 ND 2214 BROMOMETHANE ND 2981 1 1 1-TRICHLOROETHANE 200 ND 2216 CHLOROETHANE ND 2982 CARBON TETRACHLORIDE 5 ND 2978 1 1-DICHLOROETHANE ND 2990 BENZENE 5 ND 2416 2 2-DICHLOROPROPANE ND 2980 1 2-DICHLOROETHANE 5 ND 2410 1 1-DICHLOROPROPANE ND 2984 TRICHLOROETHYLENE 5 ND 2408 DIBROMOMETHANE ND 2969 -DICHLOROBENZENE 75 ND 2412 13-DICHLOROPROPANE ND 2979 t-1 2-DiCHLOROETHYLENE 100 ND 2986 1.1 1 2-TETRACH LO RO ETHAN ND 2380 c-1 2-DICHLOROETHYLENE 70 ND 2993 BROMOBENZENE ND 2983. 1 2-DICHLOROPROPANE 5 ND 2414 1 2 3-TRICHLOROPROPANE ND 2991 TOLUENE 1000 1 ND 2988 1 1 2 2-TETRACHLOROETHAN ND 2987 .TETRACHLOROETHYLENE 5 1 ND 2965 o-CHLOROTOLUENE ND 2989 CHLOROBENZENE 100 ND 2966 -CHLOROTOLUENE ND 2992 ETHYL BENZENE 700 ND 2967 m-DICHLOROSENZENE ND 2995 m/-XYLENES ND 2212 DICHLORODIFLUOROMETHANE ND 2997 o-XYLENE total x lene MCL = 10000 ND 2218 TRICHLOROFLUOROMETHANE ND 2995 STYRENE 100 ND 2430 BROMOCHLOROMETHANE ND 290 o-DICH OROBENZENE 600 ND 2994 ISOPROPYLBENZENE ND 2964 METHYLENE CHLORIDE 5 ND 2998 N-PROPYLBENZENE ND 2985 1 1 2-TRICHLOROETHANE 5 ND 2424 13-TRIMETHYLBENZENE ND 2426 TERT-BUTYLBENZENE ND TRIHALOMETHANES ITHM total) = 100 2428 SEC -BUTYL BENZENE ND 2941 ICHLOROFORM ND 2030 -ISOPROPYLTOLUENE ND 2943 1 BROMODICHLOROMETHANE ND 2422 n-BUTYLBENZENE ND 2944 1 CHLORODIBROMOMETHANE ND 2378 1 2 4-TRICHLOROBENZENE ND 2248 NAPTHALENE ND • MCL: Maximum Contaminant Level )NOTE: An amount of ND indicates that the true concentration is less than the method detection limit of 0.5 u 1L 2246 HEXACHLOROBUTADIENE ND 2420 1 2-TRICHLOROBENZENE ND 2228 cis-1 3-DICHLOROPROPENE ND I.InTC• IOOnlnr Ilw r.lr/rn AIn n10G11linnlJl nnnnnnnw[ifrinnl+nl iwlrnr •nn w•4A1 V`)rn Ar.ln Cnl II.In wY nnl.In C.ITn ATlnwln I GOO TV \ 0.5 ug/L. THIS DOES NOT CONSTITUTE AN ADEQUATE ANALYSIS FOR THESE COMPOUNDS. "Composite results for any arialytes are totals. 1515 801h STREET E USE HEAVY PEN MANAGEMENT TACOMA, WA 98404 FOR INSTRUCTIONS F WRITE IN SHADED AREAS LA60RAALHI M" (206) 531-3121 WATER SAMPLE INFORMATION FOR INORGANIC CHEMICAL ANALYSES WRITE IN SHADED AREAS. PLEASE FILL BOXES NUMBERED 1 THRU 14. SEE BACK FOR INSTRUCTIONS DO N01' LABORATORY NUMBER: 'iECEIVED 1. DATE COLLECTED: 2 Q,j X3 2. SYSTEM NAME: 3. SYSTEM ID #: CIRCLE GROUP 14. 5. COUNTY: i 6. SOURCE TYPE: If SURFACE �iNELL I ] SPRING I I PURCHASE . SAMPLE TAKEN: ~ (J BEFORE AFTER TREATMENT TREATMENT E. SOURCE NO.: 9. SOURCE NAME: 0/ GfJ'l 10, COLLECTED BY: G PONE [ 2OJ )_ 7, _ �<�/ ,(A'KEN AFTER TREATMENT, CHECK TREATMENT: FLUORIDATION (] CHLORINATION I J FILTRATION [ J WATER SOFTENER, TYPE: _ [ ] OTHER: 12. IF TAKEN FROM D)STFIIBUTION, INDICATE ADDRESS: 13. PARTY TO PAY FOR TESTING: 7 SIGNATU NAME: ADDRESS: TELEPHONE:( 14. REMARKS: iwater quality problems, address for extra copies, etc.) LABORATORY REPORT O NOT WRITE INSIDE THIS BOX TESTS *MCL LESS THAN RESULT'S UNITS COMPLIANCE YES NO CHEMIST INITIA S AntimonySb 0.006 �j ,, •--{.L[� marl Arsenic As 0.05P 'C4P M911 Barium Ba .2.OP mgA 70 Be ll iu m Be 0.004 mg11 Cadmium Cd 0.005P rrlgll Cbromium Cr 0.1 P •---drt man Copper Cu 1.02 m I Iron Fe 0.3 •� m 1 Lead Pb 0.05P •--12 mg1l Ll Man anese Mn 0.05 mgll 1wercut, iliz 0.002P � � � mall !•� Nickel Ni 0.1 mgll Selenium Se 0.05P •49-- mgtl Silver A 0.1 1!9 mg11 Sodium Na P ---- M911 Thallium T1 0.002 mg/J Zinc Zn 5.0 mg1l Hardness -- -- -- - A- AS c cos Conductivit 700 - - � - Micromhoslcm 25°G y / r Turbidity 1. op --- NTU Color 15.0 Color Units / f/ Cbloride C1 250 m 11 C anide CN 0.2 mgll ✓ �>� Fluoride F 2.0P m911 Nitrate as N 10.0P mg/I Nitrite as N 1.0 — — �' m911 Sulfate SO4 250 -- mgn TDS 1 500 - -- — mall LABORATORY COMMENTS: CHARGE: LABO ORY SUPS V OR: DATE OF REPORT: 1-MCL: Maximum Contamination Level Primary Standard TDS-Total Dissolved Solids MANAGEMENT TACOMA, WA 98404 FOR INSTRUCTIONS 00 or wRiTe ie SNa1�n AREAS'� L:1BORATORIES&C- (206) 631-3121 1 WATER SAMPLE INFORMATION FOR INORGANIC CHEMICAL ANALYSES DO NOT WRITE IN SHADED AREAS. PLEASE. FILL BOXES NUMBERED 1 THRU 14. SEE BACK FOR INSTRUCTIONS LABORATORY NUMBER: Z _89- j CEfVEM f �l 1. DATE COLLECTED: / . j" /- 2. SYSTEM NAME: tZ-1 / Pee Q/?c �ii�•Q� 3. SYSTEM ID C 4. CIRCLE GROUP B 5. COUNTY: 6, $OURCE PE: [ J SURFACE ��t.4fQEI L [ I SPRING [ I PURCHASE 7. SAMPLE TAKEN: BEFORE [ [ AFTER TREATMENT TREATMENT 8. SOURCE NO.: 9. SOURCE NAME: W�=�l W. COLLECTED BY: T'ELr HONE ( L-U 1 J S %L✓i - / �l�`I 11( FN AFTER TREATMENT, Chi jiEATMENT: 41'rLUORIDATION J [ CHLORINATION [ J FILTRATION [ J WATER SOFTENER, TYPE: I J OTHER: 12. IF TAKEN FROM DISTRIBUTION, .NMCATE ADDRESS: 3. PARTY TO PAY FOR TESTING: 3IGNATURC: VAME: /7 \DDRESS: /Or� �✓c'ht'h'�l Lt� ELEPBQNE: 4. REMARKS: (water quality problems, address for extra copies, etc.) Cl J LABORATORY REPORT DO NOT WRITE INSIDE THIS BOX TESTS 'MCL LESS THAN RESULTS UNITS COMPLIANCE YES NO CHEMIST INITIALS Antimony Sb 0.006 •— mg/I Arsenic As 0.05P �� •� m I 1/ Baritena Ba 2.OP Mgt] Beryllium Be 0.004 mg/I Cadmium Cd 0.005P mgll Chromium Cr 0.IP •� m I � Coper Cu 1.O- m I !/ Iron Fe 0.3 -G m I Lead Pb 0.05P !•� •—u� mg/I Man anese Mn 0.05 /;g mg/I Mercury H9 0.002P { --L m Nickel Ni 0.1 mg/I V Selenium Se 0.05P /� ` M911 Silver A 0.1 - —•� Mgt] Sodium Na P mg/I Thallium Tl 0.002 mg/i Zinc Zn 5.0 1C Ms, HtrYdatess -------- AS C MI CondtLctivit y00 Micromhos/cm 250C Titi-bidity I.OP NTU Color 15.0 units Chloride G 2.50 --- mg/I 4,--- Cyanide CN 0.2 l rrl9/1l�' Fluoride F 2,Op mg/1 Nitrate as N 10.OP ••jj mg11 Nitrite as N 1.0 - - - G� �� mg/I Sulfelte SO4 250 --- mg/I TDS 500 ---- ------ mg/I LABORATORY COMMENTS: CHARGE.- LAB TORY SUPE R: DATE OFREPORT. 1-MCL: Maximum Contamination Level 011mary Standard TDS-Total Dissolved Solids � ID io aUln O�nG�i � USE }IEA Y PEN SHADED AREAS f ^` MANAGEMENT TACOMA, WA 96404 FUH INS i YIUL I IUNb OO NCYi hYf TE L 480RAT'ORIESIne: -- �Yr+ (266) 631-3121 WATER SAMPLE INFORMATION FOR INORGANIC CHEMICAL ANALYSES DO NOT WRITE IN SHADED AREAS. PLEASE FILL BOXES NUMBERED I THRU 14. SEE BACK FOR INSTRUCTIONS LABORATORY NUMBER: fir,. AECEI'EID: •�O 1. DATE COLLECTED: t�)C % �; 3 2. SYSTEM NAME: �} 3. SYSTEM lD N: 4. CIRCLE GROUP 6 "W V A B 5, COUNTY: 6. SOURCE TYPE: If I SURFACE >6ELL []SPRING [I -PURCHASE 7. SAMPLE TAKEN: I I BEFORE AFTER TREATMENT TREATMENT B. SOURCE NO.: 9. SOURCE NAME: W. COLLECTED BY: }l_. _AKEN[AFTER TREATMENT,^ CHECK TREATMENT: FLUORIDATION [ ] CHLORINATION [ I FILTRATION [ I WATER SOFTENER, TYPE: [ I OTHER: 12. IF TAKEN FROM DISTRIBUTION, INDICATE ADDRESS: 13. PARTY TO PAY FOR TESTING: v IDOYZ` SIGNATUR NAME: I`v /lam S L u LL1e c j, ADDRESS: TELEPHONE:{ �0L ) 3-7b' 14. REMARKS: (Water quality problems, address for extra copes, etc.) 1 Yam/ LABORATORY REPORT DO NOT WRITE INSIDE THIS BOX TESTS *MCI. LESS THAN RESULTS UNITS COMPLIANCE YES NO CHEMIST ]NIT LS Antimony Sb 0.006 mg<I Arsenic As 0.05P `C ,c� •—{� mg/I Barium Ba 2.OP •� mg/I Beryllium Be 0.004 mg1I Cadmium Cd 0.005P mg/I V Chromium Cr 0.1P `� •--Q mgrl COPP er Cu 1.02 -gil Irorr Fe 0.3 mgfl Lead Pb 0.05P ,n/•—� •�F^�� mwl Man anese Mn 0.05 mg1l Afercury Hg 0.002P mg1l P Nickel Ni 0.1 ��- •� m ) Selenium Se 0.05P mgil Silver A 0.1 •—� mgll Sodium Na P --�r — — mg/I 7halliurn TI 0.1IO2 •—!� mgA Zinc Zn 5.0 m I Hardriess AS Ca o3 ConductivitV 700 ------- Micromhos/cm 250C / (/ Turbidity 1,OP NTU COlOY 15.0 Color Units Chloride Cl 250 -- mgn !/ C anide ClV 0.2 © mg/I Fluoride F 2.OP mgn Nitrate as N 10.OP mg11 Nitrite as N 1.0 /J ------ -��— mgn Sarljate SO4 250 mg/I TDS 500 — mg/I LABORATORY COMMENTS: CHARGE: LABO ORY S P V OR DATT E OFREPORT.- 4,1- 9, � �x l; ? � r LJ 1-MCL: Maximum Contamination Leval F%�rimary Standard TDS-Total Dissolved Solids -J `• / %_� -�� L1 HQRATOR1ESwc: (206) 531-3121 WATER SAMPLE INFORMATION FOR INORGANIC CHEMICAL ANALYSES DO NOT WRI"1'E IN SHADED A] LABORATORY NUMBER: 89- IT1 }RECEIVED: 1. DATE COLLECTED: -z �y 2. SYSTEM NAME: C c 7y OF A.-7- Or'lli 3. SYSTEM JID #: 4, CIRCLE GROUP 41 0oit CA) B 5. COUNTY: ti 6. SOURCE TYPE: [ ] SURFACE WNELL [ I SPRING [ j PURCHASE 7, SAMPLE TAKEN: [I BEFORE VAFTER TREATMENT TREATMENT s. SOURCE NO.: 9. SOURCE NAME: L L 'x6 10. COLLECTED BY: /nc6,-r TELEPHONE (~ 14 } 7%" /Z 7 X --'- 11 '^ 7�KEN AFTER TREATMENT, ;REATMENT: -.-LUORIDATION [ j CHLORINATION ] FILTRATION [I WATER SOFTENER, TYPE: [ ] OTHER: Q. IF TAKEN FROM DISTRIBUTION, INDICATE ADDRESS: l� s� 13. PART TO PAY FOR TESTING: SIGNATURE:+ NAME: ��— o�C- ADDRESS: C of _Acr Cyr-c w� TELEPHONE:( 14. REMARKS: (Water quality problems, address for extra copies, etc.) 1 [LEAS. PLEASE FILL BOXES NUMBERED 1 THRU 14. SEE BACK FOR INSTRUCTIONS LABORATORY REPORT O NOT WRITE INSIDE THIS BOX TESTS "MCI, LESS THAN RESULTS UNITS COMPLIANCE YES NO CHEMIST I"IIALS Antimony Sb 0.006 mg11 j Arsenic As 0.05P mg11 Barium Ba 2.OP mg1l Be Ilium Be 0.004 mglt Cadmium Cd 0.005P mg/1 Chromium Cr 0.IP mg11 Copper Cu 1.02 mgrl Iron Fe 0.3 mg/1 Lead Pb 0.05P m I ,Ha anese Mn 0.05 m I Afercury Hg 0.002P m911 Nickel Ni 0.1 mgll Selenium Se 0.05P M911 Silver Ag mg/1 Sodium Na P — — MO Thallium Tl 0.002 mgtl Zinc Zn 5.0 mg/1 Hardness mg11 AS CaCo3 ConductiLit , 700 — -- — --- Micromhoslcm 251C Turbidity 1.0F NTU Color 15.0 Color Units Cbloride C1 250 — -- — — m n C anide CN 0.2 mg11 Fluoride F 2.OP mgn Nitrclte as N 10.OP mgll Nitrite as N 1.0 --- mgll Sulfate SOy 250 --- ---- mg11 TDS 500 — — -- mgll LABORATORY COMMENTS: CHARGE,- LABORATORY SUPS O DATE OF REPORT.• 1-MCL: Maximum Contamination Level P-Primary Standard TOS-Total ❑'sssatved Salw, USE HEAVY PEN MANAGEMENT 10 ID CUUi A ! RCG I c FOR INSTRUCTIONS TACOMA, WA 98404 00 NOT WRITE !N SHADED AREAS LABORATORIFSrvc 206531-3121 WATER SAMPLE INFORMATION FOR INORGANIC CHEMICAL ANALYSES DO NOT WRITE IN SHADED AREAS. PLEASE FILL BOXES NUMBERED I THRU I4. SEE BACK FOR INSTRUCTION LABORATORY UMBER: %E RECEIVED: 7 Z� Cf 1-1 1. DATE COLLECTED: 2. SYSTEM NAME: POr-r G t.Ty- OF OrcL'' 3, SYSTEM ID 8: 4, CIRCLE GROUP 3 V06 I/ I ® B 5. COUNTY: rr 6. SOURCE TYPE: ((SURFACE JAELL [ J SPRING (] PURCHASE 7, SAMPLE TAKEN: [I BEFORE R"A�TER TREATMENT TREATMENT 8. SOURCE NO.: 9. SOURCE NAME: s;"-- 11''S5 WF-1 lo. COLLECTED BY: +) � �) PHONE I S76 ---222 Z TAKEN AFTER TREATMENT, CHECK TREATMENT: PrFLUORIDATION (J CHLORINATION [ ] FILTRATION (] WATER SOFTENER, TYPE: ] OTHER: 12. IF TAKEN FROM DISTRIB LPN, j\ INDICAT€ ADDRESS: , �'1'✓r C L j nJ $ j'- kT$a// 13. PARTY TO PAY FOR TESTING: SIGNATURE:�/�/� NAME: ADDRESS: F I"T 14. REMARKS: (water quality problems, address for extra copies, etc.) LABORATORY REPORT DO NOT WRITE INSIDE THIS BOX TESTS *MCL LESS THAN RESULTS UNITS COMPLIANCE YES NO CHEMIST INITIALS AntimonV Sb 0.006 mg/I Arsenic As 0.05P mg/1 Barium Ba 2. DP mgll Ber lliurn Be 0.004 Mgt] Cccdnliurn Cd 0.005P mg1I Chromium Cr 0.1P mgh CoPPer Cu 1.02 mgll Iron Fe 0.3 mgrl Lead Pb 0.05P mgA Mctn Lanese NIn 0.05 MgA Mercury Hg 0.002P mgrl Nickel Ni 0.1 mgli Selenium Se 0.05P mgA Silver Ag 0.1 mgrl Sodium Na P --- m /I 7haUiuni Tl 0.002 mgll Zinc Zn 5.0 mgR Heir relness mgll AS CaCo3 Conductiuil 700 Micromhosrcm 25'C Turbidity 1.0P NTU Color 15.0 Color Units Chloride CI 250 ----- mgll Cyanide CN 0.2 mgll Fluoricle - --F.- 2.0P mg1l Nitrcrte as N --j0.0P mgll fir, Nitrite as N 1.0 ---- mg/l Sulfate SO4 250 -- mgA TDS 1 500 — — — — m !I LABORATORY COMMENTS: rrCHARGE: l�2, LABORATORY S UPOVSO : DATEOFREPOO�RT- �1 1-MCL: Maximum Contamination Level P-Primary Standard TDS-Total Dissolved Solids USE 11EAV/PEN MANAGEMENT 1015 a4111 `' 1 rime 1 r FOR INSTRUCTIONS 00 NOT .�111ITE IN SHADE. AREAS '�" L.ABORATORIES111c 7 984,4 �• {za6) s] 531 al-3121 WATER SAMPLE INFORMATION FOR INORGANIC CHEMICAL ANALYSES WRITE IN SHADED AREAS. PLEASE FILL BOXES NUMBERED I THRU 14. SEE BACK FOR INSTRUCTIONS DO NO"i' LABORATORY NUMBER: �~93 1EC IVED: 7z--'GL 1. DATE COLLECTED: 2. SYSTEM NAME; y C ir', OF Po,0,-t1j 3. SYSTEM ID W: 4. CIRCLE GROUP ® B Db 5. COUNTY: k �' S 6. SOURCE TYPE: []SURFACE WELL I I SPRING [ I PURCHASE 7. SAMPLE TAKEN: I] BEFORE AFTER TREATMENT TREATMENT B. SOURCE NO.: 9. SOURCE NAME: 10. COLLECTED BY: C— ]� ,1AKEN AFTER TREATMENT, CHECK TREATMENT: FLUORIDATION [ ] CHLORINATION [ I FILTRATION ]I WATER SOFTENER, TYPE: j ] OTHER: 12. IF TAKEN FROM DISTRIBUTION, INDICATE AD ES& � J of 5. �►.�� W--Ter c-i Wyk A Q. PARTY TO PAY FOR TESTING: SIGNATURE: NAME: i Z-V OF Pr.,--r r ADDRESS: I � 1�4 P. rT © W g 4?_3L4 TELEPHONE: t ) 276, �7Z2- 14. REMARKS: (Water quality problems, adrIresS for extra copies, etc.) 1 LABORATORY REPORT DO NOT WRITE INSIDE THIS BOX TESTS *MCL 1 LESS THAN RESULTS UNITS COMPLIANCE YES NO CHEMIST INITIALS AntinzonV Sb 0.006 mg)] Arsenic As 0.05P mgrl Berriurn Ba 2, 01' mg/t Ber VIliunr Be 0.004 mg/l Cadrniunr Cd a oo5P mgll Qvomiurn Cr 0.IP mg11 i Copper Cu 1.02 mcyl Iron Fe 0.3 --- mg11 lead Pb 0. 05P mg11 Mart anese AM 0.05 mgll Mercury Hg 0.002P m I Nickel Ni 0.1 m I Selenium Se 0.05P m I Silver Ag 0.1 — -- mgn Svdiwn Na P ---- mg11 Thallium Tl 0.002 mg11 Zinc Zn 5.0 mgll Hardness ,— mg11 AS CaCo3 Conduclhv 700 ---- -- -- — Micromhoslcm 250C Turbidity 1, op NTU Color 15.0 Color Units Chloride Cl 250 — — -- — m 11 C w id e CN 0.2 m /I Fluoride- — 2.OY mgh NrCrate as N 1A.OP 0 • mg1l Nitrite is N 1.0 ---- --- mgn Sulfate SO4 250 ---- mgn TDS 500 ---- mgn LABORATORY COMMENTS: CHARGE.- LABORATORY SU V R: DATE OF REPORT.• i 1-M6L: Maximurn Contamination Level P-Primary Standard TDS-Total Dissolved Solids r ".7 OF WN 6d vs4 3 � t �i ,::, Maz io FORM 22'4g.,&cea9e E, tipamnbt cif ;:Hearth _`' `oaidn ofKIT %r�nk`ng., waders.: }.kr =WA 98504 7.822 a� ATT,N. Lead "and Copper Report 8 h RE: Copper/Lead Sampling Test Results Dear Ladies and Gentlemen, Pursuant to the DOH letter dated 26 August 1993, the City of ' Port orchard is required to collect 20 water samples annually. In June 1994, the City collected the 20 required samples. The 90th percentile for copper and lead is as follows: Copper 0.56 mg/l Lead 0.002 mg/l Copies of summary and Form 1141--A are enclosed. Respectfully, Law n� J. Curles, P.E. City Engineer CITY HALL MUNICIPAL COURT POLICE DEPARTMENT FIRE DEPARTMENT 216 Prospect 736 Prospect 546 Bay Street 200 Tremont Street Administration (206) 876-4407 (206) 876-1701 (206) 876-1700 (206) 8763801 Public Works (206) 876-4991 FAX (206) 876.4980 -OPPER/LEAD JULY 1994 i COPPER/LEAD JULY 1994 SAMPLE COPPER LEAD 1 9 0.4 0.002 2 15 0.05 0.002 3 18 0.59 0.002 4 21 0.47 0.002 5 6 0.08 0.002 6 17 0.49 0.002 7 4 0.15 0.002 8 2 0.49 0.002 9 22 0.21 0.002 10 8 0.5 0.002 11 0.27 0.002 12 11 0.51 0.002 13 7 0.15 0.002 14 12 0.55 0.002 15 1 0.25 0.002 16 10 0.17 0.002 17 25 0.72 0.002 18 19 0.56 0.002 19 16 0.03 0.006 1 20 23 0.08 0.006 �l J COPPER/LEAD JULY 1994 COPPER/LEAD JULY 1994 SAMPLE COPPER LEAD 1 16 0.03 0.006 2 15 0.05 0.002 3 23 0.08 0.006 4 6 0.08 0.002 5 7 0.15 0.002 6 4 0.15 0.002 7 10 0.17 0.002 8 22 0.21 0.002 9 1 0.25 0.002 10 0.27 0.002 11 9 0.4 0.002 12 21 0.47 0.002 13 17 0.49 0.002 14 2 0.49 0.002 15 8 0.5 0.002 16 11 0.51 0.002 17 12 0.55 0.002 18 19 0.56 0.002 19 18 0.59 0.002 20 25 0.72 0.002 fUATER '.■r MANAGEMENT 1515 80th St. E. Tacomaate► LABORATGRIESNc. 531 3121WA 98404 IMF June 22, 1994 City of Port Orchard 21.6 Prospect S Port Orchard, WA 98366 Attn: Larry Curles Dear Mr Curles: Results of analysis of nineteen drinking water samples taken 6-16-94 and received 6-16-94 at 12:25 p.m. are as follows: Sample copper Lead Identification (mg/l) (mgL) 113 Dallas St (11) 0.51 less than 0.002 6:40 a.m. 1990 Advantage (9) 0.40 less than 0.002 4:30 a.m. 1987 Advantage (19) 0.56 less than 0.002 7:00 a.m. 399 Sroufe St (7) 0.15 less than 0.002 5:05 a.m. 1999 Advantage (12) 0.55 less than 0.002 11:40 a.m. 606 Lund Ave (15) 0.05 less than 0.002 5:30 a.m. 401 Ross St (21) 0.47 less than 0.002 7:00 a.m. 1979 Snowridge (4) 0.15 less than 0.002 6:05 a.m. 1981 Snowridge (2) 0.49 less than 0.002 5:20 a.m. 124 Lippert Dr NW 0.72 less than 0.002 (25) 6:00 a.m. 1994 Snowridge 0.27 less than 0.002 1:00 a.m. I ,c-AV ATER AIL MANAGEMENT 1515 80th 5t. E. �.�.► LABORATORIES INC. 531 3121 A 98404 MEW June 28, 1994 City of Port Orchard 216 Prospect S-r- Port Orchard, WA 98366 Attn: Larry Curles Dear Mr Curles: Results of analysis of three drinking water samples received 06-20-94 at 11:07 a.m. are as follows: Sample Identification 1984 Advantage (13) 06-20-94, 8:30 a.m. 122 Lippert (26) 06-18-94, 9:00 a.m. 1820 Stockton (24) 06-17-94, 6:03 a.m. Lab Number: 89-1.7837 Copper Lead (m9/1) (sL) 0.12 less than 0.002 0.47 less than 0.02 less than 0.002 FIX41W Samples were analyzed according to Standard Methods for the Examination of Water and Wastewater, 17th Edition. Sincer ly, George honhard Chemi s GS:jrc c:\cty\por6-20 City of Port Orchard June 22, 1994 Page 2 Sample Copper Lead Identification (ma/1) (Rg-/I) 252 Wilkins Dr (16) 0.03 0.006 6:00 a.m. 126 Lippert Dr (8) 0.50 less than 0.002 5:25 a.m. 2475 Bethel Rd (3) 0.10 0.027 8:00 a.m. 1925 N 50th (27) less than 0.02 less than 0.002 6:10 a.m. 3003 Baker Rd SE less than 0.02 less than 0.002 (28), 6:10 a.m. 239 Decatur Ave (6) 0.08 less than 0.002 6:30 a.m. 1114 Spokane Ave (10) 0.17 0.002 6:00 a.m. ill Dallas St (18) 0.59 less than 0.002 9:30 a.m. Lab Number: 89-17821 Account Number: AP954R Samples were analyzed according to Standard Methods for the Examination of Water and Wastewater, 17th Edition. Sincere y, George; chonhard Chemist G S : cmh c:\cty\por6-16 APPENDIX E FINANCIAL DATA Contents: 1. 1994 2. 1993 3. 1992 4. 1991 REVENUES rates Zees interest Other Carry Over OP. REVS EXPENSES O&M Personnel Utilities Treatment Monitoring Supplies Transport . Repairs Misc TOTAL O&M ADMIN. Personnel Supplies Insurance Legal - -Prof. Sera. lees training Misc TOTAL ADMIN OP.EXPENSES TAXES DEBT PAY. CAP. EXP Pumps Mains Reservoir Replacements Op Cash Res Cap Cash Res TOTAL EXPENSES SURPLUS SURPLUS l --RATE SURPLUS % RATE SURPLUS 1995 1996 1997 1998 1999 2000 406 426 448 470 493 518 10 15 30 30 40 50 6 7 8 9 9 10 1 1 1 2 2 2 800 735 500 530 540 400 1223 1184 987 1041 1084 980 140 144 147 151 155 42 43 44 45 46 5 5 5 5 6 3 3 3 3 3 10 10 11 11 11 6 6 6 6 7 30 31 32 32 33 4 4 4 4 4 240 246 252 258 265 40 41 42 43 44 12 12 13 13 13 30 31 32 32 33 10 10 11 11 11 5 5 5 5 6 8 8 8 9 9 5 5 5 5 6 2 2 2 2 2 112 115 118 121 124 352 361 370 379 389 20 21 21 22 22 7 7 7 8 8 50 50 75 75 25 100 100 50 250 50 20 20 25 30 20 21 21 22 23 5 5 5 5 5 739 780 902 1019 866 484 404 85 22 218 40 34 9 2 20 -333 -354 -454 -549 -373 -82 -83 -101 -117 -76 TABLE 32. FINANCIAL REPORT 158 48 6 3 11 7 34 5 272 45 14 34 11 6 6 2 127 398 23 8 25 70 30 23 6 854 126 13 -336 -65 I C� MCAG NO. 0455 City of Port Orchard Schedule 05 WATER -SEWER UTILITIES FUND Detail of Expenditures and Other Uses For Year Ending December 31, 1994 Expend BASUB/Element/ Subelement Description Expend Object Object Description Actual -Amount PROPRIETARY FUND 501.38 Water/Sewer Utilities 10 Salaries $277,627 20 Benefits 83,792 30 Supplies 61,016 40 Other Chgs 249,918 50 IntrgvtSv 209,952 90 IntrfndPy 15,000 **501.38 Total Water/Sewer Utilities 897,305 594.38 Capital Outlay 60 Land 14,381 60 Other Impry 145,696 60 Mach&Equ 60,847 **594.38 TOTAL CAPITAL OUTLAY WATER/SEWER 220,924 *** TOTAL USES 1,118,229 508.00 ENDING CASH & INVESTMENTS 355,268 *** TOTAL USES, CASH & INVESTMENTS $1,473,497 I i MCAG NO. 0455 City of Port Orchard Schedule 05 DATER -SEWER EQUIPMENT REPLACEMENT Detail of Expenditures and Other Uses For Year Ending December 31, 1994 Expend BASUB/Element/ Subelement Description Expend Object Object Description Actual •Amount 508.00 ENDING CASH & INVESTMENTS 132,622 *** TOTAL USES, CASH & INVESTMENTS $132,622 92 C� MCAG NO. 0455 City of Port Orchard Schedule 05 WATER -SEWER CUMULATIVE RESERVE Detail of Expenditures and Other Uses For Year Ending December 31, 1994 Expend BASUB/Element/ Subelement Description Expend Object Object Description Actual Amount 597.00 Operating Transfers Out 147,930 508.00 ENDING CASH & INVESTMENTS 646,302 *** TOTAL USES, CASH & INVESTMENTS $794,232 93 C �MCAG NO.0455 City of Port Orchard Schedule 05 1984 WATER -SEWER REVENUE BOND FUND Detail of Expenditures and Other Uses For Year Ending December 31, 1994 Expend BASUB/Element/ Subelement Description Expend Object Object Description Actual Amount OTHER CHARACTERS OF EXPENDITURE/EXPENSE 591.35.73 Redemption Gen. L/T Debt 70 Principal $3,285,000 **591.00 Total Redemption of Gen. Long -Term Debt 3,285,000 592.35.83 Interest & Other Debt Sus 1 80 1 Interest 59,700 **592.00 Total Interest & Other Debt Svc Costs 59,700 *** TOTAL OTHER CHARACTERS OF EXPENDITURE/EXPENSE 3,344,700 *** TOTAL USES 3,344,700 508.00 ENDING CASH & INVESTMENTS 145,560 *** TOTAL USES, CASH & INVESTMENTS $3,490,360 94 CMCAG NO. 0455 City of Port Orchard WATER -,SEWER UTILITIES OPERATING Detail of Revenues and Other Sources For Year Ending December 31, 1994 Schedule 04 BARS Revenue I Account No. Description Actual Revenues 308.00 Beginning Cash & Investments $356,160 Prior Year Correction (216) Prior Year Correction (16,716) ***308.00 BEGINNING NET CASH & INVESTMENTS 339,228 334.03.80 State Grant Direct -- TIB 16,605 **334.00 Total State Grants 16,605 ***330.00 TOTAL INTERGOVERNMENTAL REVENUE 16,605 341.50 Sale of Maps & Publications 395 **341.00 Total General Government 395 343.40.10 Water Sales 430,085 343.40.20 Water Connection Charges 15,407 343.50.10 Sewer Service Charges' 481,911 343.50.20 Sewer Connection Charges 41774 343.81.00 Unapplied Cash 976 **343.00 Total Physical Environment 933,153 ***340.00 TOTAL CHARGES FOR GOODS & SERVICES 933,548 361.11 Investment Interest 10,892 **361.00 Total Interest Earnings 10,892 362.50 Space & Facilities Leases Long -Term 2,076 IL **362.00 Total Rents, Leases & Concessions $2,076 55 C` MCAG NO. 0455 City of Port Orchard WATER --SEWER EQUIPMENT REPLACEMENT Detail of Revenues and Other Sources For Year Ending December 31, 1994 Schedule. 04 BARS Revenue Account No. Description Actual Revenues ***308.00 BEGINNING NET CASK & INVESTMENTS $127,898 361.11 Investment Interest 4,724 ***360.00 TOTAL MISCELLANEOUS REVENUE 4,724 ***397.00 OPERATING TRANSFERS - IN 0 **300:00 Total Resources 4,724 TOTAL RESOURCES, CASH & INVESTMENTS $132,622 -11 57 C� MCAG NO. 0455 City of Port Orchard WATER -SEWER UTILITIES OPERATING Detail of Revenues and Other Sources For Year Ending December 31, 1994 Schedule 04 BARS Revenue Account No. Description Actual Revenues **363.00 Total Ins. Premiums & Recoveries $8,259 369.10 Sale of Scrap & Junk 444 369.81 Cashiers Overages & Shortages 0 369.90 Other Miscellaneous Revenue 830 **369.00 Total Other Miscellaneous Revenues 11274 ***360.00 TOTAL MISCELLANEOUS REVENUES 22,501 395.10 Proceeds From Sales of Fixed Assets 7,1.30 ***395.00 TOTAL DISPOSITION OF FIXED ASSETS 7,1.30 ***397,00 OPERATING TRANSFERS - IN. 153,802 **300.00 Total Resources 1,133,586 TOTAL RESOURCES, CASH & INVESTMENT $1,472,814 56 MCAG NO. 0455 City of Port Orchard CUMULATIVE RESERVE WATER -SEWER Detail of Revenues and Other Sources For Year. Ending December 31, 1994 Schedule 04 BARS Revenue Account No. Description Actual Revenues ***308.00 BEGINNING NET CASH & INVESTMENTS $536,582 343.40 Water Connection Charges 127,542 343.50 Sewer Connection Charges 98,703 ***340.00 TOTAL CHARGES FOR SERVICES 226,245 361.11 Investment Interest 22,956 361.401 Interest on Contracts, Notes, Taxes and Accounts Receivable 8,447 ***360.00 TOTAL MISCELLANEOUS REVENUE 31,403 **300.00 Total Resources 2571648 TOTAL RESOURCES, CASH & INVESTMENTS $794,230 58 `. MCAG NO. 0455 City of Port Orchard WATER -SEWER REVENUE BOND 1984 Detail of Revenues and Other Sources For Year Ending December.31, 1994 Schedule 04 e BARS Revenue Account No. Description Actual Revenues ***308.00 BEGINNING NET CASH & INVESTMENTS $3,266,199 **361.11 Investment Interest 115,249 361.51 Penalties on Assessments 1,716 361.55 Interest on Assessments 107,336 **361.50 Total Int/Penalties Spec Assessmts 109,052 **361.00 Total Interest Earnings 224,301 **369.90 Other Miscellaneous Revenue 15 ***360.00 TOTAL MISCELLANEOUS REVENUE 224,316 **300.00 Total Resources 224,316 TOTAL RESOURCES, CASH & INVESTMENTS $3,490,515 59 MCAG NO. 0455 City of Port Orchard WATER -SEWER EQUIPMENT REPLACEMENT Detail of Expenditures and Other Uses For Year Ending December 31, 1993 Expend BASUB/Element/ Subelement 508.00 Schedule 05 Expend Object Description Object Description ENDING CASH & INVESTMENTS TOTAL USES, CASH & INVESTMENTS Actual Amount v 127,898 $127,898 MCAG NO. 0455 City of Port Orchard Schedule 05 \ WATER --SEWER UTILITIES FUND Detail of Expenditures and Other Uses For Year Ending December 31, 1993 Expend BASUB/Element/ Expend object Actual Subelement Description Object Description Amount PROPRIETARY FUND 501.38 Water/Sewer Utilities 10 Salaries $252,440 20 Benefits 78,069 30 Supplies 51,913 40 Other Chgs 243,625 50 Intr6vtSv 177,738 90 IntrfndPy 15,000 **501.38 Total Water/Sewer Utilities 816,785 594.38 Capital Outlay 60 Land 24,949 60 Bldg&Strc 2,419 60 Other Impry 73,068 60 Mach&Equ 54,412 **594.38 TOTAL. CAPITAL OUTLAY - WATER/SEWER 154,848 ***597.00 OPERATING TRANSFERS OUT 15,000 *** TOTAL USES 988,633 508.00 ENDING CASH & INVESTMENTS 356,160 *** TOTAL USES, CASH & INVESTMENTS $1,344,793 C/ 75 -, MCAG NO.0455 City of port Orchard Schedule 05 WATER -SEWER CUMULATIVE RESERVE Detail of Expenditures and Other Uses For Year Ending December 31, 1993 Expend BASUB/Element/ Expend Object Actual Subelement Description Object Description Amount 597.00 Operating Transfers Out 87,018 508.00 ENDING CASH & INVESTMENTS 536,582 ** TOTAL USES, CASH & INVESTMENTS $623,600 J 77 MCAG NO. 0455 City of Port Orchard 1984 WATER -SEWER REVENUE BOND FUND Detail of Expenditures and Other Uses For Year Ending December 31, 1993 Schedule 05 Expend BASUB/Element/ Expend Object Subelement Description Object Description OTHER CHARACTERS OF EXPENDITURE/EXPENSE 591.35.73 Redemption Gen. L/T Debt 70 Principal **591.00 Total Redemption of Gen. Long -Term Debt 592.35.83 Interest & Other Debt Svs 80 Interest **592.00 Total Interest & Other Debt Svc Casts *** TOTAL OTHER CHARACTERS OF EXPENDITURE/EXPENSE *** TOTAL USES 508.00 ENDING CASH & INVESTMENTS *** TOTAL USES, CASH & INVESTMENTS Actual Amount $300 , 000 300,000 328,301 328,301 628,301 628,301 3,266,199 $3,894,500 0 W3 MCAG NO. 0455 City of Port Orchard Schedule 04 WATER -SEWER UTILITIES OPERATING Detail of Revenues and Other Sources For Year Ending December 31, 1993 BARS Revenue Actual Account No. Description Revenues ***308.00 BEGINNING NET CASH & INVESTMENTS $394,65"4 341.50 Sale of Maps & Publications 451 **341.00 Total General Government 451 343.40.10 Water Sales 394,004 343.40.20 Water Connection Charges 8,162 343.50.10 Sewer Service Charges 456,036 343.50.20 Sewer Connection Charges 1,897 343.81.00 Unapplied Cash (335) **343.00 Total Physical Environment 859,764 ***340.00 TOTAL CHARGES FOR SERVICES 860,215 361.11 Investment Interest 11,799 **361.00 Total Interest Earnings 11,799 362.50 Space & Facilities Leases Long -Term 1,629 **362.00 **363.00 Total Rents, Leases & Concessions Total Ins. Premiums & Recoveries 1,629 665 369.10 Sale of Junk & Salvage 519 369.81 Cashiers Overages & Shortages (10) **369.00 Total Other Miscellaneous Revenues 509 ***360.00 TOTAL MISCELLANEOUS REVENUES 14,602 395.10 Proceeds From Sales of Fixed Assets 2,044 ***395.00 TOTAL DISPOSITION OF FIXED ASSETS 2,044 ***397.00 OPERATING TRANSFERS - IN 87,018 **300.00 Total Resources 963,879 TOTAL RESOURCES, CASH & INVESTMENT $1,358,533 50 MCAG NO. 0455 City of Port Orchard Schedule 04 WATER --SEWER EQUIPMENT REPLACEMENT Detail of Revenues and Other Sources For Year Ending December 31, 1993 BARS Revenue Actual Account No. Description Revenues ***308.00 BEGINNING NET CASH & INVESTMENTS s109,035 361.11 Investment Interest 3,863 ***360.00 TOTAL MISCELLANEOUS REVENUE 3,863 ***397.00 OPERATING TRANSFERS -- IN 15,000 **300.00 Total Resources 18,863 TOTAL RESOURCES, CASH & INVESTMENTS $127,898 51 MCAG NO. 0455 City of Port Orchard Schedule 04 C' CUMULATIVE RESERVE WATER -SEWER Detail of Revenues and Other Sources For Year Ending December 31, 1993 BARS Revenue Actual Account No. Description Revenues ***308.00 BEGINNING NET CASH & INVESTMENTS $512,45,4 343.40 Water Connection Charges 39,647 343.50 Sewer Connection Charges 39,626 ***340.00 TOTAL CHARGES FOR SERVICES 79,273 361.11 Investment Interest 21,207 361.40 Interest on Contracts, Notes, Taxes and Accounts Receivable 10,667 ***360.00 TOTAL MISCELLANEOUS REVENUE 31,874 **300.00 Total Resources 111,147 TOTAL RESOURCES, CASH & INVESTMENTS $623,601 52 MCAG NO. 0455 City of Port Orchard WATER -SEWER REVENUE BOND 1984 Detail of Revenues and Other Sources For Year Ending December 31, 1993 BARS Revenue Account No. ***308.00 **361.11 361.51 361.55 **361.50 **361.90 **361.00 **369.90 ***360.00 **300 .00 Description BEGINNING NET CASH & INVESTMENTS Investment Interest Penalties on Assessments Interest on Assessments Total Int/Penalties Spec Assessments Other Interest Earnings Total Interest Earnings Other Miscellaneous Revenue TOTAL MISCELLANEOUS REVENUE Total Resources TOTAL RESOURCES, CASH & INVESTMENTS Schedule 04 Actual Revenues $3,390,566 177,205 2,342 127,027 129,369 63 306,637 15 306,652 306,652 $3,697,217 53 MCAG NO. 0455 City of Port Orchard WATER -SEWER UTILITIES FUND Detail of Expenditures and Other Uses For Year Ending December 31, 1992 Schedule 05 Expend BASUB/Element/ Expend Object Subelement Description Object Description PROPRIETARY FUND 501.38 Water/Sewer Utilities 10 Salaries 20 Benefits 30 Supplies 40 Other Chgs 50 IntrgvtSv 90 IntrfndPy **501.38 Total Water/Sewer Utilities 594.38 Capital Outlay 60 Land 60 Other Impry 60 Mach&Equ **594.38 TOTAL CAPITAL OUTLAY - WATER/SEWER *** OPERATING TRANSFERS - OUT *** TOTAL USES 508.00 ENDING CASH & INVESTMENTS *** TOTAL USES, CASH & INVESTMENTS Actual Amount $254,457 73,235 59,344 233,801 199,200 15,000 835,037 900 159,410 26,732 187,042 15,000 1,037,079 394,654 $1,431,733 77 MCAG NO. 0455 City of Port Orchard WATER -SEWER EQUIPMENT REPLACEMENT Detail. of Expenditures and Other Uses Expend BASUB/Element/ Subelement 508.00 For Year Ending December 31, 1992 Schedule OS Expend Object Description Object Description OPERATING TRANSFERS - OUT ENDING CASH & INVESTMENTS TOTAL USES, CASH & INVESTMENTS Actual Amount $10 ,000 109,035 $119,035 I 78 MCAG NO. 0455 City of Port Orchard Schedule 05 WATER --SEWER CUMULATIVE RESERVE Detail of Expenditures and Other Uses For Year Ending December 31, 1992 Expend BASUB/Element/ Expend object Actual Subelement Description Object Description Amount ** OPERATING TRANSFERS - OUT $112,467 508.00 ENDING CASH & INVESTMENTS 512,454 * TOTAL USES, CASH & INVESTMENTS $624,921 9 79 MCAG NO. 0455 City of Port Orchard �1 1984 DATER --SEWER REVENUE BOND FUND Detail of Expenditures and Other Uses For Year Ending December 31, 1992 Schedule 05 Expend BASUS/Element/ Expend Object Subelement Description Object Description OTHER CHARACTERS OF EXPENDITURE/EXPENSE 591.35.73 Redemption Gen. L/T Debt 70 Principal **591,00 .Total Redemption of Gen. Long —Term Debt 592.35.83, Interest & Other Debt Svs 80 Interest **592.00 Total Interest & Other Debt Svc Costs *** TOTAL OTHER CHARACTERS OF EXPENDITURE/EXPENSE *** TOTAL USES 508.00 ENDING CASH & INVESTMENTS *** TOTAL USES, CASH & INVESTMENTS Actual Amount $300,000 300,000 354,176 354,176 654,176 654,176 3,390,565 $4,044,741 M#1 MCAG NO. 0455 City of Port Orchard Schedule 04 WATER -SEWER UTILITIES OPERATING Detail of Revenues and Other Sources For Year Ending December 31, 1992 BARS Revenue Actual Account No. Description Revenues ***308.00 BEGINNING NET CASH & INVESTMENTS $469,414 r 333.83.50 Federal, Indirect - FEMA Disaster Relief 33 ***330.00 TOTAL INTERGOVERNMENTAL REVENUE 33 341.50 Sale of Maps & Publications 500 **341.00 Total General Government 500 343.40.10 Water Sales 365,907 343.40.20 Water Connection Charges 4,525 343.50.10 Sewer Service Charges 420,885 343.50.20 Sewer Connection Charges 1,900 343.81.00 Unapplied Cash 580 **343.00 Total Physical Lnvironment 793,797 ***340.00 TOTAL CHARGES FOR SERVICES 794,297 361.11 Investment Interest 19,048 _ **361.00 Total Interest Earnings 19,048 1 362.50 Space & Facilities Leases Long -Term 1,573 **362.00 Total Rents, Leases & Concessions 1,573 **363.00 Total Ins. Premiums & Recoveries 9,505 369.10 Sale of .junk & Salvage 774 369.40 Other Judgments & Settlements 13 369.81 Cashiers Overages & Shortages (10) **369.00 Total Other Miscellaneous Revenues 777 ***360.00 TOTAL MISCELLANEOUS REVENUES 30,903 395.10 Proceeds From Sales of Fixed Assets 1,675 ***395.00 TOTAL DISPOSITION OF FIXED ASSETS 1,675 ***397.00 OPERATING TRANSFERS - IN 122,467 **300.00 Total Resources 949,375 TOTAL RESOURCES, CASH & INVESTMENT $1,418,789 51 MCAG NO. 0455 i BARS Revenue Account No. ***308.00 361.11 ***360.00 ***397.00 **300 .00 City of Port Orchard WATER --SEWER EQUIPMENT REPLACEMENT Detail of Revenues and Other Sources For Year Ending December 31, 1992 Description BEGINNING NET CASH & INVESTMENTS;,, Investment Interest TOTAL MISCELLANEOUS REVENUE OPERATING TRANSFERS -- IN Total Resources TOTAL RESOURCES, CASH & INVESTMENTS MCAG NO. 0455 City of Port Orchard Schedule 04 CUMULATIVE RESERVE WATER —SEWER Detail of Revenues and Other Sources For Year Ending December.31, 1992 BARS Revenue Actual Account No. Description Revenues ***308.00 BEGINNING NET CASH & INVESTMENTS $504,259 �. 343„40 Water Connection Charges 55,681 343.50 Sewer Connection Charges 37,633 ***340.00 TOTAL CHARGES FOR SERVICES 93,314 361.11 Investment Interest 26,281 361.40 Interest on Contracts, Notes, Taxes and Accounts Receivable 1,067 ***360.00 TOTAL MISCELLANEOUS REVENUE 27,348 **300.00 Total Resources 120,662 TOTAL RESOURCES, CASH & INVESTMENTS $624,921 J i 53 MCAG NO. 0455 BARS Revenue Account No. ***308.00 **361.11 361.51 361.55 **361.50 **369 .90 ***360.00 **300.00 City of Port Orchard Schedule 04 WATER -SEWER REVENUE BOND 1984 Detail of Revenues and Other Sources For Year Ending December 31, 1992 Actual Description Revenues BEGINNING NET CASH & INVESTMENTS $3,151,944 Investment Interest 491,080 Penalties on Assessments 5,479 Interest on Assessments 164,757 Total Int/Penalties Spec Assessments 170,236 Other Miscellaneous Revenue 30 TOTAL MISCELLANEOUS REVENUE 661,346 Total Resources 661,346 TOTAL RESOURCES, CASH & INVESTMENTS $3,813,290 54 MCAG NO. 0455 City of port Orchard WATER --SEWER UTILITIES FUND Detail of Expenditures and Other Uses For Year Ending December 31, 1991 Expend SASUB/Element/ Subelement Description 501.38 **501.38 594.38 Capital Outlay **594.00 **597.00 SO8.00 i Schedule 05 Expend object Object Description 10 Salaries 20 Benefits 30 Supplies 40 Other Chos 50 IntrgvtSv 60 Bldg&Struc 60 Other Impry 60 Mach&Esau Total CaPital Outlay Operating Transfers Out Total Water -Sewer Utilities Ending Cash & Investments TOTAL USES Actual Amount $210,307 64,094 44,139 207,487 186,030 712,057 4,179 19,S95 29,682 53,456 1S,000 780,513 469,414 $1,249,927 e C'`ICAG NO. 04S5 City of Port orchard Schedule 05 WATER -SEWER EQUIPMENT REPLACEMENT Detail of Expenditures and Other Uses For Year Ending December 31, 1991 Expend BASUB/Element/ Expend Object Subelement Description Object Description 508.00 Ending Cash & Investments * TOTAL USES Actual Amount $99 , 108 $99 ,108 Q 83 \�CAG NO. 0455 City of Por r Orchard WATER -SEWER CUMULATIVE RESERVE Detail of Expenditures and Other Uses For Year Ending December 31, 1991 Expend 6ASUB/Element/ Expend Object Subelement Description Object Description Operating Transfers Out Total Water -Sewer Equipment Replacement Ending Cash & Investments TOTAL USES Schedule 05 **597.00 508.00 Actual Amount $101 101 504,259 $504,360 84 ,ICAG NO. 0455 City of Port Orchard Schedule 05 1984 WATER -SEWER REVENUE BOND FUND Detail of Expenditures and Other Uses For Year Ending December 31, 1991 Expend BASUB/Element/ Expend Object Actual Subelement Description Object Description Amount 591.35.73 **591.00 592.35.83 **592.00 *** 508.00 *** 70 Principal Total Redemption of Gen. Long -Term Debt 80 Interest Total Interest & Other Debt Svc Costs Total 1984 Water -Sewer Rev Bond Fund Ending Cash & Investments TOTAL. USES $275 ,000 275,000 378,270 378,270 653,270 3,151,944 $3,805,214 0 85 MCAG NO. 0455 City of Port Orchard Schedule 04 WATER --SEWER UTILITIES OPERATING Detail of Revenues and Other Sources For Year Ending December 31, 1991 BARS Revenue Actual Account No. Description Revenues 333.83.50 Federal Indirect - FEMA Disaster Relief $816 **333.00.00 Total Federal Indirect Grants 816 334.04.20 State Direct - Com Dev Disaster Relief 136 **334.00.00 Total State Direct Grants 136 **330.00 Total Intergovernmental Revenue 952 341.50 Sale of Maps & Publications 90 **341.00 Total General Government 90 343.40.10 Water Sales 349,638 343.40.20 Water Connection Charges 3,075 343.50.10 Sewer Service Charges 399,140 343.50.20 Sewer Connection Charges 1,323 343.81.00 Unapplied Cash 383 **343.00 Total Physical Environment 753,559 **340.00 Total Charges for Services 753,649 361.11 Investment Interest 26,567 361.90.00 Other Interest Earnings 5 **361.00 Total Interest Earnings 26,572 362.50 Space & Facilities Leases Long -Term 1,62.4 **362.00 Total Rents, Leases & Concessions 1,624 369.10 Sale of Junk & Salvage 4,082 369.81 Cashiers Overages & Shortages 0 369.90 Other Miscellaneous Revenues 0 **369.00 - Total Other Miscellaneous Revenues 4,082 **360.00 Total Miscellaneous Revenues 32,278 **395.10.00 Proceeds From Sales of Fixed Assets 1,800 **397.00 Operating Transfers In 101 **300.00 Total Resources 788,780 308.00 Beginning Net Cash & Investments 463,626 **300.00 Total Resources $1,252,406 C! 56 -,MCAC NO. 045S City of Port Orchard Schedule 04 WATER -SEWER EQUIPMENT REPLACEMENT Detail of Revenues and Other Sources For Year Ending December 31, 1991 BARS Revenue Actual Account No. Description Revenues 361.11 Investment Interest $S,850 **361.00 Total Interrest Earnings 5,850 **397.00 Operating Transfers In 1S,000 **300.00 Total Resources 20,850 308.00 Beginning Net Cash & Investments 78,258 **300.00 Total Resources $99,108 1 57 MCAG NO. 04S5 City of Part Orchard CUMULATIVE RESERVE WATER, -SEDER Detail of Revenues.and Other Sources For Year Ending December 31, 1991 BARS Revenue Account No. 343.40 343.50 **343.00 361.11 361.40 **361.00 **300.00 308.00 **300.00 Description Water Connection Charges Sewer Connection Charges Total Physical Environment Investment Interest Interest on Contracts, Notes, Taxes and Accounts Receivable Total Interest Earnings Total Resources Beginning Net Cash & Investments Total Resources Schedule 04 Actual Revenues a21 , 227 14,412 35,639 30,768 1,333 32,101 67,740, 436,620 $504,360 A 58 APPENDIX F OPERATIONS CONTENTS: 1. Operations Program 2. Cross Connections Program 3. Coliform Monitoring Plan 4. Conservation Program OPERATIONS PROGRAM RESPONSIBILITY AND AUTHORITY The City Engineer is also the Superintendent of Public Works and is responsible for the proper operation and maintenance of the water system. Among the responsibilities of this position is the preparation of the annual budget, preparation of the capital improvement plan for Public Works and implementation of the approved improvements. Implementation requires design of the projects, contract administration and supervision of the Public Works Department. The Public Works Foreman directly supervises the Public Works employees. Using the weekly schedule as a guide, he delegates tasks and organizes the work_: to meet the specified schedules. He is responsible for accomplishing all routine maintenance items. The Public Works employees are cross -trained to respond to any needs in the water, sewer, street and parks systems. The organizational chart is as follows: city Council Mayor of Port Orchard City Engineer Public Works Foreman Building Inspector City Mechanic Public Works Employees e Specific responsibilities are listed as follows: NORMAL DAY-TO-DAY OPERATIONS: The Foreman is responsible for these routine operations and following through of any maintenance action. PREVENTIVE MAINTENANCE: The Foreman is responsible for monitoring the schedule for preventive maintenance and delegate its completion. FIELD ENGINEERING: The City Engineer is responsible for engineering and design. WATER QUALITY. MONITORING_ The City Engineer is responsible for the water quality of the system. The meter reader is typically assigned to take all required water samples. TROUBLESHOOTING: The Foreman is responsible for having the necessary troubleshooting completed by a qualified individual. If the City employees do not have the necessary skill to troubleshoot a system, the City Engineer will authorize retaining the appropriate contractor. EMERGENCY RESPONSE: The City Engineer is responsible for establishing an emergency. response system. The Foreman is responsible for the implementation of that system. CROSS -CONNECTION CONTROL: The City Engineer is responsible for establishing a cross connection control system and monitoring the mandatory inspection program. IMPLEMENTATION OF IMPROVEMENTS PROGRAM: The City Engineer is responsible for the budgeting of the capital improvement program, the design of each improvement, contract administration and f ield inspection. R BUDGET FORMULATION: The City Engineer is responsible for jcompletion of the budget and its implementation. RESPONSE TO COMPLAINTS: The City Engineer is responsible for the establishment of a system to monitor complaints and is responsible for a prompt response to each complaint. PUBLIC/PRESS CONTACT: The City Engineer will be the point of contact for the press or any questions from the public which does not cover a routine matter. It is City policy that each utility employee is certified as either a water manager or distribution specialist within one year of his or her employment. The City Engineer is required to be certified as the appropriate grade of water manager. The City shall schedule the required training for each employee to maintain his certification. The City pays the associated costs for this training and pays the employee whale he is attending the training. OPERATION AND CONTROL The Port Orchard water system is designed and constructed to insure against emergency situations. However, emergencies do occur sometimes. The City Engineer shall immediately notify the Department of Health by telephone when an emergency arises which causes, or threatens to cause, a loss in water service of more than a twenty-four hour duration, or when any other situation occurs where the water quality may be degraded and public health may be threatened. The -DOH telephone number, in addition to other important numbers, is shown in Table 21. During off hours when emergencies occur, calls are fielded by the police department which has an around the clock operation. The police then call the following in sequence until a proper response is provided: 1. Maintenance person on duty (CENCOM) 2. Public Works Foreman 3. City Engineer 4. Additional calls, as required, to reach next in chain of command. The reserve storage of the distribution reservoirs will meet one day's requirement at a maximum daily demand rate should a power outage occur. It also meets the fire fighting requirement in the same period. The Melcher Street Booster Station is equipped with standby power;.thus, the large reserve storage provided by the low Csystem 2 MG reservoir can be made available all the time for use in the high system when the demand arises. The low system and the high system are physically connected at Sidney Avenue near the Melcher Booster Station. The valve separating the two systems is normally closed so that the booster draws water from the low system side and pumps into the high system side. In case of emergency, such as when the low system reservoir becomes inoperable, this valve may be opened so that the high system reservoir may supply water to the low system The high system reservoirs have the capacity to support the emergency need of the low system. The pump buildings are constructed such that little chance of fire exists. If a fire occurs in the electrical wiring, a carbon { dioxide or other extinguisher suitable for electrical fires should `- be used. CITY OF PORT ORCHARD EMERGENCY PHONE NUMBERS Washington State DOH (Olympia). . . . . . . . . 360 664-0768 DOH Regional Engineer (Olympia) ............... 360 664-9696 Port Orchard City Hall . . . . . . . . . . . . . . . 876-4991 Port Orchard Police Department . . . . . . . . . 911 (876-1700) Port Orchard Fire Department . . . . . . . . . . 911 (876-3801) Ambulance Service . . . . . . . . . . . . . . . 911 (871-2411) Gas Company: Cascade Natural Gas Corp. Business Hours . . . . . . . . . . 871-1424 After Hours . . . . . . . . . . . 1-800-552-0615 Electric Company: Puget Sound Power and Light Business Hours . . . . . . . . . . . . . . . 876-5802 After Hours . . . . . . . . . . . . . . . . 377-3931 Telephone Company: Pacific Northwest Bell . . . . . . . . . . . . 876-0189 Emergency Pump Service: Utilities Service Co., Inc. (Seattle) 1-246-5674 Annapolis Water District . . . . . . . . . . . . . 876-2545 Bremerton Water Department . . . . . . . . . . . . 478-5310 or 478-5220 Recommended actions to be taken for specific emergency conditions are listed in the following paragraphs. All personnel should be familiar with these actions. 1. Rupture of main or accidental fire hydrant damage. a. Isolate the leakage by valving off branches of supply main. b. Notify the customer affected and fire department perso nnel. C. Repair the damage. 2. Loss of well source from loss of pump station or excessive sand intrusion. a. The gate valve on the Bremerton intertie must be opened manually. b. If the Bremerton intertie supply is not satisfactory, supply water from Annapolis Water District via the Mitchell Avenue Intertie or Decatur Street intertie. C. Make the necessary repair as soon as possible. 1 3. Personal injury. a. For emergencies resulting from medical causes, call the local ambulance (911). b. For accidents resulting from falling, fire, gas, explosion, etc., call the fire department for a rescue unit immediately. C. If qualified, render first aid. If not qualified, find someone who is. d. Never move an injured or seriously ill person unless necessary to prevent further injury; or if bleeding through mouth or nose (which can cause asphyxiation). e. All injuries, no matter how minor, should be reported immediately to the foreman or the Public Works Director. f. once proper medical attention is rendered, complete an accident report form and submit it to the Public Works Director's office. 4. Power failure. l a. Short duration outage, no immediate effect. Extended outage may cause reservoir drawdown. b. The emergency generator at the Melcher Booster Pump Station should start automatically to supply power to the booster pumps. Check its operation. C. The water level in the storage reservoirs should be closely monitored. d. After power outage is restored, inventory of all electrical equipment is necessary to check for return to normal operations. f 5. Fire. a. Call the fire department. b. If fire is small, take immediate action with a nearby fire extinguisher. e. Cut power to the affected area, 5. Earthquake. } a. Do not move during an earthquake, except to crawl under something sturdy or stand in a doorway. b. Take precaution regarding fires. C. After the tremors cease and the buildings are safe for entry, inspect all structures and piping in the system for damage. 7. Severe cold weather. a. Make sure there is an adequate temperature in the pump and all rooms. b. Be prepared for problems with frozen service lines. C. All normal outside routine maintenance should be temporarily suspended. Maintenance Program This section will present a schedule of inspection and maintenance for the major water supply facilities within the present water system. Detailed information regarding specific pieces of equipment is not presented. Lubrication and maintenance instructions specified by the manufacturer's piece of equipment should be followed closely. 1. Storage tanks. a. Weekly - Inspect fences, gates and locks, check for obvious cracks or leaks, collect water samples.. b. Seasonally - Drain reservoir, clean, and inspect interior surface for cracks and leaks. 2. Wells. 1 a. Daily - Record flow meter reading. b. Weekly - inspect doors and locks, pump and chlorination equipment. C. Monthly - Check pump automatic operation and alarm system. 3. Pump stations. a. Daily - Check for vibrations of pumps or excessive noise, inspect building doors and locks for signs of vandalism. Record slow meter reading. b. Weekly - Check pump lubricants, seals and control valves. Clean pump stations. C. Semi -Annually - Check pump discharge pressures where feasible. Check running amperage. Periodically run pumps that have been in standby. 4. Distribution system. a. Daily - Record the system main flow meters reading (not service meter). b. Weekly - Collect representative water sample. C. Annually - Flush all dead end mains according to a schedule throughout the year. 5. Valves and hydrants. a. Annually - Check and operate all hydrants and hydrant valves (fire department), operate all distribution system valves. o Clean valve box o Log inspection o Close and reopen until valve seats properly } 6. Meters. a. ' Annually - Calibrate all system flow meters (not service meters) according to manufacturer's recommendations. b. Replace residential service meters if their accuracy is suspect. 7. Telemetry. a. The telemetry system employs primarily electronic components which require no maintenance. b. Annually - Inspect and lubricate (if necessary) telemetry recording instruments and mechanical flow meters. The above listed inspections should serve only as a general rule. -'I More frequent inspections and maintenance activities may be required. Equipment that receives infrequent use should be periodically checked and run for a suitable period of time to allow lubrication and the removal of moisture. Sampling Requirements The monitoring requirements of the City's water system are discussed in the Coliform Monitoring Plan. Maximum allowable levels have been established in "Rules and Regulations of the State Board of Health Regarding Public Water Systems" for water quality parameters listed herein. The City is responsible for satisfying these requirements. The Coliform Monitoring Plan addresses this requirement. Samples are analyzed in accordance with methods approved by the DOH and only in the State Public Health Laboratory or laboratories holding a current certificate of approval from DOH, except that 1 measurements for turbidity, free chlorine residual and fluoride concentration may be performed by trained water utility personnel. Fluoride concentration should be maintained in the range of 0.8 to 1.3 mg/1. Determination of fluoride concentration should be made daily, or as required by the Health Department, and reports of such analysis submitted monthly on forms provided by the department. Such analysis are made in accordance with procedures listed in "Standard Methods". Check samples should be submitted monthly, or as required by the Department, to the State Public Health Laboratory. SAMPLING REQUIREMENTS Minimum Number of Sample Type Samples Required* 1. Bacteriological a. Distribution Sys. b. Pump Sta. No. 6 a. Pump Sta. No. 7 2. Inorganic Chemical 3. Organic Chemical 4. Turbidity 5. Radionuclides Refer to Table 8.3 One per quarter One per quarter One every 3 years only as required by DOH cm Four consecutive quarterly samples every four years 6. Secondary Chemical, & One every 3 years 7. Physical Contaminants 8. Fluoride Analysis Three each day Date Initial Sample Required Effective date of regulation Effective date of regulation Effective date of regulation June 1991 Completed June 1991 Effective date of regulation *Increase sampling may be required by DOH. Samples should be taken at representative points, except turbidity, which should be taken at the entrance to the distribution system. 0 MINIMUM NUMBER OF ROUTINE BACTERIOLOGICAL SAMPLES TO BE TAKEN FROM THE DISTRIBUTION SYSTEM Population Served 3301 to 4100 4101 to 4900 4901 to 5800 5801 to 6700 6701 to 7600 7601 to 8500 8501 to 9500 Reporting Minimum No. Samples Per Month 4 5 6 7 8 9 10 Utilities are required to report sample results and violations of maximum contaminant levels. When a maximum contaminant is not exceeded, sample results must be reported within 40 days. When a maximum contaminant level is exceeded, sample results shall be reported within 48 hours. The City is not required to report analytical results if the testing laboratory reports the results directly to the department. In all cases, identify the problem and initiate corrective action. Public Notification The Safe Drinking Water Act and the State Regulations require that a water utility notify its customers whenever: 1. A maximum contaminant level is exceeded. 2. The purveyor fails to monitor. 3. Inadequate testing procedures are used. 4. variance or exemption from maximum contaminant level granted. 5. Failure to comply with schedule given through variance or exemption. Notification to customers may be through inclusion of a notice in the water bills and is to be repeated at 3 month intervals until the situation is resolved. If a maximum contaminant level is exceeded, additional notification is required, including: Public notice in a local newspaper (or post offices served by the system if newspaper not available) and copies to radio and television stations serving the area. Results of analysis and other records are required to be maintained by the utility for specified time periods. The exact time period is dependent upon the type of record and is spelled out in the regulations. CROSS -CONNECTION CONTROL Cross -connections are prohibited. A continuing and aggressive program of cross -connection investigation, surveillance and control should be implemented according to good cross -connection control practice such as "Accepted Procedure and Practice in Cross -Connection Control Manual - Pacific Northwest Section - American Waterworks Association, second Edition". Copies of these standards may be obtained from the Department of Social and Health Services, Water Supply and Waste Section, MS LS-11, Olympia, Washington 98504. The control of cross -connections requires cooperation between the customer, the City, the health officer, and/or plumbing authority. The City has the primary responsibility to prevent contamination of the public water system through cross- connections. � The City should, in cooperation with the health officer of the local plumbing inspection authority, make periodic inspections of premises served by the water system to check for the presence of cross -connections. Any cross -connections, found in such inspection, shall be ordered removed by the responsible agency. If an immediate hazard to health is caused by the cross- connection, water service to the premises shall be discontinued until it is verified that the cross -connection has been removed. Backflow prevention devices should be installed at the service connection or within any premises, where in the judgment of the City, the nature and extent of activities on the premises, or the materials used in connection with the activities would create a health hazard should a cross -connection occur. Even though such cross -connections do not exist at the time, the backf low prevention device is required to be installed. Backflow prevention devices, which are installed, should be inspected and tested annually, or more often where successive inspections indicate repeated failure. The devices should be repaired, overhauled, or replaced whenever they are found to be defective. Inspections, tests and repairs should be made under the City's supervision, and records kept as required by the City. C% COLIFORM MONITORING PLAN PURPOSE The City of Port Orchard is categorized as a Group A water system. Pursuant to the federal Total Coliform Rule and Chapter 246--290 WAC, the City is required to collect total coliform bacteria samples and to have a written coliform monitoring plan. COLIFORM The detection of coliform bacteria in drinking water is considered to indicate the possible presence of harmful organism. (..."J Coliforms are a broad form of bacteria found. throughout nature, including the feces of humans and other warm blooded animals. The water system is sampled to detect these coliforms which are associated with the major source of pathogens that contaminate water. The presence of coliforms in drinking water indicates a possible health hazard. Total coliforms contain several different types of coliforms, such as fecal coliforms and E. coli. Fecal coliforms is a strong indication of fecal pollution. E. coli is fairly clear evidence of fecal contamination. SAMPLING The City Public Works Department will sample water system monthly, in accordance with this plan. The user population of City water is based on the City resident population plus the non-resident population. The resident population is the city population as determined by the City Clerk. The non-resident population is number of commercial accounts. SAMPLING TECHNIQUE Samples shall be taken in the first week of each month. If a week is missed, the required samples shall be taken the following week. Each sample shall be a minimum of 100 ml. and shall be delivered to the laboratory that same day that it was taken. Samples will be taken in accordance with the schedule of Annex B. REPEAT AND FOLLOW-UP SAMPLES Repeat or follow-up samples will be required if the samples are not submitted as required or if there is a detection of a coliform presence. If any sample has a coliform presence, a "set" of repeat samples must be collected: 1. Within 24 hours of being notified by the lab of the presence result; 2. Whenever any compliance sample is determined to have a coliform presence; 3. For each sample analyzed as coliform presence, whether it is ROUTINE, REPEAT or FOLLOW-UP. SPECIAL PURPOSE SAMPLES, SUCH AS PIPE REPAIR OR NEW CONSTRUCTION ARE EXEMPT FROM THESE REQUIREMENTS. REPEAT AND FOLLOW-UP MONITORING REQUIREMENTS A. total of 3 REPEAT samples are required within 24 hours of being notified of the presence laboratory analysis: 1. Collect the first REPEAT sample from the same location that the bad sample was taken. 2. Collect the second REPEAT sample within 5 service connections of the first sample. 3. Collect the third REPEAT sample within 5 service connections of the first sample and in the opposite direction from the second. - . One month after the coliform presence, the City will take 6 FOLLOW-UP samples. Plan Prepared by: Lawrence J. Curles, P.E. City Engineer Telephone: (206) 876-4991 Date Prepared: 5 September 1991 Revised: 4 January 1993 To be updated simultaneously with Comprehensive Plan Update CITY OF PORT ORCHARD COLIFORM MONITORING PLAN ANNEX A SYSTEM INFORMATION City of Port Orchard Water Department PWS ID: 68900V SOURCES: DOH Sources #S01 ... Well #6 #S02 ... Well #7 #S03 ... 08200R/Bremerton #SO4 ... Well #8 #S05 ... Well #5 #S06 ... Well #4 STORAGE: Low Zone Well #6 Stilling Basin; 50,000 gals Well #7 Stilling Basin; 50,000 gals Morton Street Reservoir; 100,000 gals Van Zee Reservoir 2,000,000 gals High Zone Sidney Water Tank; 100,000 gals Old Clifton Rd Resvr.; 1,000,000 gals TREATMENT: Fluoride is injected into the system at Wells 1, #6, #7 and #8. The Bremerton water does not have fluoride added, but is treated by Bremerton with.chlorine. PRESSURE STATIONS: The low zone is supplied by Wells #4, #6 and #7 which flow into the stilling basin and is pumped into the system. Well #5 is a backup well for this basin. Well #6 flows into a stilling basin and is pumped into the system. The high zone is supplemented by the Melcher Street pump station which pumps from the low system. At the intersection of Kendall Street and Harrison Avenue, there is a pressure reduction valve to supply the Ada/Harrison Street neighborhood. PRESSURE ZONES: Annex B depicts the pressure zones. The low zone is supplied from elevation 265 and the waterfront. The high zone is supplied elevation 392 and 'serves the hill top area. The one intermediate zone is served by the -� Kendall/Harrison pressure reducing valve. CITY OF PORT ORCHARD 1. COLIFORM MONITORING PLAN ANNEX C POPULATION NON-RESIDENT POPULATION: LOW ZONE: Kitsap County Courthouse Complex HIGH ZONE: South Kitsap High School 2,500 Cedar Heights Jr High 700 Sidney Glenwood Elementary 650 POPULATION AND CONNECTION BY PRESSURE ZONE ZONE LOW HIGH TOTAL RESIDENT POPULATION SERVED 2,660 2,460 5,120 NON-RESIDENT POPULATION SERVED 800 3,850 4,650 800 SERVICE CONNECTIONS 1063 983 2046 For purposes of determining the nuimber of samples to be taken, the non-resident population will be considered to the number of commercial accounts, which is approximately 214. I CITY OF PORT ORCHARD COLIFORM MONITORING PLAN ANNEX D SAMPLING INFORMATION ROUTINE SAMPLING REQUIRED BY REGULATION: TOTAL POPULATION: 5,500 ... SAMPLES: 6 LOW ZONE: 2,810 ... SAMPLES: 3 HIGH ZONE: 2,614 ... SAMPLES: 3 SAMPLES WILL BE TAKEN IN THE FIRST WEEK OF EACH MONTH. LOW HIGH SYSTEM SYSTEM City Hall Fire Station #3 Kendall Yard South Shed Public Works Shop Hi Joy Bowling Alley REPEAT SAMPLING SITE ADDRESSES: SAMPLE SITE UPSTREAM DOWNSTREAM LOW: City Hall Municipal Court Public Works Public Works City Hall Twetens Kendall Yard 1026 Sidney 507 Austin HIGH: Fire Station #3 1012,Mitchell SK High School South Shed Orchard on the Green 1971 Sidney Bowling Alley Family Pancake House Post Office TELEPHONES: State Fluoride 361-2910 Olympia, Sandy Brentlenger 753-5090 WATER CONSERVATION Water conservation is a concern of the City of Port Orchard. In 1985, the City had to implement mandatory conservation measures as a response to the severe drought of that summer. Even in non - drought times, the City is concerned about the proper usage of water which is considered a natural resource of finite capacity. E The primary means of discouraging water waste is through the rate structure. The City has a basic fee of $6.50 per month of the first 2,500 gallons. After that, the City charges $1.25 per 1,000 gallons. Future water rate adjustments will also encourage water conservation from large volume consumers, as much as is politically acceptable. Every water customer is metered and each meter is read bimonthly. It is a priority of the City to repair or replace any meter that is out of order or is suspect of inaccurate readings. If a customer requests a new residential water meter, the City will typically accommodate this request at no charge to the customer. Water main leaks are repaired as soon as they are detected. If a service leak is detected, the customer will be notified in a prompt manner. The customer is reminded that his bill is based on the water metered and that he is buying that. wasted water. Monthly, the water consumption and production records are reviewed to detect leaks or unauthorized taking of water. This information is listed in table 8 of the main text. The City displays various brochures on water conservation as an attempt towards public education. It has been noted that the most effective education device is the Seattle news on television. When the local networks discuss droughts, the local customers respond by reducing water consumption. FUTURE CONSIDERATIONS i The target for the water consumption is a reduction of 10% demand by the year 2000. Water conservation is essential and if the target is not achieved, the City can consider the following additional measures: 1. The utility accounting system can be changed to show the water consumption history of each account. r This is a bimonthly reminder to each rate payer to monitor the water consumption. The measure will require a substantial software alteration of the accounting software. 2. The City can set seasonal rates which in essence increases the cost of water in the summer, when conservation is the most necessary. 3. The leak detection program for the water mains can be increased from a five year period to a three year period. This will allow less time to go between the discoveries of minor leaks in the system. 4. Where the system water pressure is in excess of 90 pounds per square inch, the City can either seek to install numerous pressure reducing valves in the system. Or, if it is more cost effective, it can have smaller PRV's installed on service lines. 5. The City can aggressively distribute the retro-fit kits to the older homes which do not have the modern low -flow fixtures. APPENDIX G CONSTRUCTION SPECIFICATIONS 5. Water System Standards The City complies with the. standards of the American Public Works Association (APWA) and uses the APWA for guidelines. Water mains within the City's system are Class 50 dectile iron. If the main serves a fire hydrant, the minimum pipe diameter shall. be 8 inches. Class 52 and larger diameter pipe will be required if site conditions require it. Gate valves shall be installed at. least every 800 feet. Water meters shall be SENSUS and shall read in gallons. All new mains will be disinfected and tested by the Health Department prior to acceptance by the City. The City will actually take the sample for Health Department testing. All new mains will be pressured tested to APWA. The minimum test shall. be 1.75 pounds for 1.5 minutes. The Fire Chief must approve all fare hydrant selections and placement prior to construction. Storz couplings are required on all hydrants. Enclosed are the following drawings: Typical. Excavation and Cross Section Typical, Thrust Block Placement Typical Water Valve Setting Typical Hydrant Installation Typical Blowoff Assembly Typical Water Service Connection Typical Double Water Service Connection TYPICAL EXCAVATION AND CROSS SECTION Crushed Rock Road base C Z" CLASS "B" ASPHALT ,,.I•I'IAL BACKFILi. -- 30 tf Max. Native material if approved by City Engineer '6" + pipe diameter M THRUST BLOCK PLACEMENT Bearing Area Concrete block to be placed ! Thrust — Bearing Area against undisturbed ground ' Thrust .�1 Pipe size used to determine size of ' thrust block �--� TEE IC iD Fitting sizes Bearing Area of BIock in care Feet Tees & Ends 90 Deg. 45 Deg. 22} Deg 4" 1.6 2.3 1.2 1.0 6" 3.5 4.9 2.7 1.4 8" 5.9 8.4 4.5 2.3 101, _2• 13,0 7.0 3.6 12" 12.9 18-2 9.9 5.0 49 a TYPICAL WATM VALVE SEWING Water Fidmiled 0 50 TYPICAL HYDRANT INSTALLATION 0 Powed in Place cast C= 40M we CQQC Ott Pon JLS Painted orizage I ManujJ Opwiing Fire Hydrant, NST Thread with 1-4j" Pumper Port and 2-2f" Hose Connection Parts,as approved l y Fire Chief Il Two Piece Cast Storz Couplings Iron Valve Box to Face Road 1 4 G"o Valve ]AjxFL Joint 2-3/49 Shackla r Thrust Rods Block Thrust Poured ia Cona-rat EfllirwA DreLu Cubic Yard Water Main Piaatic or Coarse Gravel or Crushed Tat Paper Rock (3m to 8/3*) Concrete Solid Concrete Beating Beating Block Mh9MUw sio Block 51 TYPICAL BLOWOFF ASSEMBLY C+� I OEM' M � � 2" cap ' 1;��/ �� Distance &S Z" Ca]vsnix8dh�/�� Required by City Iran pipe or ? Gal+raaized Vf \� ,V t' Iran Pipe as Required 2't 90" Galrnnized ��1, Full Circle, Double Strap i Saddle, Smirk -Blair 313,,,4.. Iron Elbow with �" _ Drilled ❑ Cain Hate or Equal �:. „+.'..� «�:. �, +� ,. � : 'ice ►,; s. j � l ; i• �ti 3r4 Cubic Yard of ': • . :.V r'{{ �' :•`•�'w` 1199 Drain Rock to '0 Permit Free Drainage 214 Gate Valve, Threaded, °# BLOW-Off Nan-Rising Stem with Square Nut 2" Catporacian StnP LP.5, Mueller H-10013 or Equal 52 TYPICAL WATER SERVICE CONNECTION c rx VALVE BOX � 4 5/8"x3/4" Meter Angle Meter Valve AP � deter Yoke Assembly Mueller H-1434-2- < or other approved assembly M 3/4" Corporariou Stop Mueller H-10013 or.Equa1 ------ ----»- ..11�i Service Pipe by o Property Owner i 3/4" Copper Tuning Service Saddle 3/4" LP-S. Smith -Blau 313, or Baal 53 DOUBLE WATER SERVICE CONNECTION 1" Corporation Stop Mueller H-10013, or Equal, Service Saddle 1" U.S. Smirk-BbLir 313, or Equal 1" Copper Tubing Vl Curb Stop, Muller H-10283, or Equal onnect to Meter Yoke with Union for Adjacent Sets ,U-Branch Connection Mueller H-15354, or other approved assembly e 54 APPENDIX H FORMAL AGREEMENT'S Contents: 1. Coordinated Water System Act 2. Bremerton Water Agreement INTERLOCAL AGREEMENT FOR WIV17HU SUPPLY THIS ,AGREEMENT is made and entered into this R day of 1999, by and between Elie CITY OF BREMERTON, a municipal corporation, hereinafter referred to as "Bremerton," and the CITY OF PORT ORCHARD, hereinafter referred to as "Port Orchard." . FACTUAL DACKGROUNI<D: I. The parties desire to provide the highest reliability of service to their customer at reasonable cost. F F 2. The parties recognize that water resources are finite and vulnerable and that prudent use and management of these resources could be facilitated by cooperation among water utilities. 3. Bremerton and Port Orchard have water facilities which are interconnected. 4. RCW 39.34 and 35.92.200 empower. Bremerton and Port Orchard to enter into a cooperative agreement for providing Coutside water service. i IT IS AGREED: 1. SCOPE: Subject- to the terms and conditions set forL-h herein, Bremerton and Port Orchard agree to the continuation, and maintenance of a water system intertie at Anderson Bill Road and Sa 16 for the purpose of supplying domestic water between the two systems during emergency conditions. Branerton agrees to sell and deliver to Port Orchard and Port Orchard agrees to purchase from Bremerton surplus water for Elie needs of inhabitants of Port Orchard and adjacent areas for domestic, irrigation, and fire protection purposes. 2. TERM: The term of this Agreement shall run from the date of this agreement until December 3I, 1989, with automatic renewal through the last day of the next- following December and C } each December of successive years fora maximum of ten (10) years, unless one or both of'the utilities furnish .asaua§k� J written notice to the other utility of non --renewal before December 1 of the then current• calendar year. ` 3. SUPPLY: PorL Orchard agrees t•o purchase a minimum of 10,000,000 gallons of water from Bremerton each calendar year. The maximum rate of demand shall not exceed 1,000 g.p.m. If Bremerton is unable to provide water to Port Orchard for fourteen (14) consecutive days during a period of requested water, the minimum annual purchase by Port Orchard for that calendar year will be waived. Bremerton agrees to deliver surplus water from its watershed ' and reservoirs at the purity and quality in effect for residential consumers of Bremerton. On or before Cebruary 1 of each calendar year, Port Orchard will provide Bremerton with a written projection of how much surplus water it will purchase from Bremerton during each of the calendar months of the year. If Bremerton is in need of emergency water supply, it shall notify Port Orchard of said need prior to opening the valve C1 between the two systems, and if notification is verbal it shall be followed by written confirmation. 4. COMPENSATION: The initial unit price of water sold to either jurisdiction during 1989 shall be $0.2768 per 100 cubic feet. The rate for any subsequent- calendar year shall be computed by multipying the 1989 base price by the ratio of• (1) the National Consumer Price Index for All Urban Consumers of the United States Department: of tabor Statistics for the Seattle/Everett, WA area, as of the November preceding such rate revision,'and (2) the same consumer price index for November, 19 88 . l 2 5,. I[3xS1VTIH FACILITIES: All surplus or emergency water supply delivered pursuant to this Agreement shall be measured by the delivering municipality using suitable metering equipment, of standard manufacture, to be furnished, installed, maintained, and calibrated by Port Orchard at the expense of Port Orchard. Port Orchard shall retain ownership of said meters. Calibration shall be done at least once each three Q ! years and a copy of calibration results shall be submitted to Bremerton. Bremerton shall have access to and be permitted to install, and maintain its own monitoring and recording systematits }` expense. In the event any int-ertie meter fails to register, or it registers incorrectly, the Bremerton Water Utility billing department shall estimate the amount• of water delivered for the period during which such meter failed to register by taking an average of the total deliveries of water through such meter for the two months immediately preceding the failure. Each utility shall install, operate, and maintain isolation valves and related facilities on their respective water mains at the point where those mains are interconnected. Each utility shall cooperate with the other utility in coordinating the operation of the isolation valves and related facilities for the purposes ofithis Agreement•. 6. PRIORITY OF PUGLT SOUND NAVAL SHIPYARD: It is distinctly understood and agreed between the parties hereof that Bremerton is, by prior agreement, selling part of its surplus water supply to Puget Sound Naval Shipyard and that it will give precedence to any and all needs and requirements of Puget Sound Naval Shipyard for surplus water. Surplus water to be supplied to Port Orchard under this Agreement shall be such as Bremerton may have on hand over and above the requirements of the present users of the Bremerton system and the regliirements of Puget Sound Naval Shipyard. 3 7. NOTICES: All notices, and other written communications required by this Agreement shall be in writing i and, except as expressly provided elsewhere in this Agreement, shall be deemed to have been given at the time of delivery if personally delivered or. at L-he time of mailing if mailed by first class, postage pre -paid and addressed to the party at its address as stated below or at such address as any party may designate at any time in writing. Utilities Supt. City Engineer City of Bremerton City of Dort Orchard 239 Fourth Street 216 Prospect Street -- Bremerton, WA 98310 Port Orchard, WA 98366 8. SEVEHAUILITY: if any provision of this Agreement or its application is held invalid, the remainder of this Agreement or the application of the remainder of this Agreement shall not be affected. 9. MODIFICATION: This Agreement represents the entire agreement between the parties. No change, termination or 1 attempted waiver of any of the provisions of this Agreement shall J be binding on either of the parties unless executed in writing by authorized representatives of each of the parties. Phis Agreement shall not be modified, supplemented, or otherwise affected by the course of dealings between the parU es. 10. 139NUITS- This Agreement is entered into for the benefit of the parties to this Agreement only and shall confer no benefits, direct or implied, on any third persons. The rights granted by this Agreement may not be assigned without the written consent of the Mayor of the City of Bremerton and the Mayor of the City of Port Orchard. 12. ARBITRATIONr Disputes under this Agreement shall be settled through binding arbitration and the parties agree and stipulate pursuant to MAR 8.1 that the Mandatory Arbitration Rules for Superior Court shall apply, except Section VII, Trial De Novo. 4 IN WITNESS WHEREOF the parties hereto execute this 'I Agreement this day of1989. CITY OF BRrMCRTON CITY OF P r 11CUARD BY: BY: .GB LOBE, Mayor Mayor r•� 1'LST: ATTEST., 3 KAtfiLEEN L. �1cCzLY�USKClerk Cl rk Ppr Ved ns to form: n proven as to form: IAN R. 91EVERS, City Attorney CiLy Attorney for Port Orchard Departmental approval: wM. DUFFY, Util�ts SSept. } H APPENDIX I SEPA AND COMMENTS SEPA Rules ENVIRONMENTAL CHECKLIST FOR PROJECTS WITHIN CITY OF PORT ORCHARD RCW 197-11-960 Environmental checklist. ENVIRONMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: 1 Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geogkaphic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: Comprehensive Water System Plan 2. Name of applicant: Public Works Department 3. Address and phone number of applicant and contact,person: City Hall 216 Prospect Street Port Orchard, WA 98366 4. Date checklist re ared: P P 13 March 1996 5. Agency requesting checklist: City of Port Orchard 6. Proposed timing or schedule (including phasing, if applicable): The Water System Plan, WSP, will be in effect until the year 2002, unless updates are needed earlier. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Once the urban growth areas are established, the WSP will need to be updated to reflect the needs of the urban area. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None C� 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? if yes, explain. Not applicable 10. List any government approvals or permits that will be needed for your proposal, if known. The Department of Health will need to approve the WSP. The DOH apporval was dayed 10 September 1996. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The WSP is a detailed analysis of the water system of the City of Port Orchard. It identifies the needs of the water system and reviews the means with which to finance these improvements. The list of system improvements are attached to this checklist. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site (s). Provide legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The WSP focuses only on the City and that area currently being served by the City water system this is consistent with the City's Comprehensive Land Use Plan. When the urban areas are determined, the WSP will need to be updated. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 1 B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other The WSP is meant to assure that the City can provide adequate water supplies to the rate payers. It did not consider specific environmental elements. b. What is the steepest slope on the site (approximate percent slope)? Not Applicable Describe the general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Not Applicable d. Are there surface indications or history -of unstable soils in J the immediate vicinity? If so, describe. Not Applicable e. Describe the purpose, type, .and approximate quantities of any filling or grading proposed. Indicate source of fill. Not Applicable f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Not Applicable g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Not Applicable h. proposed measures to reduce or control erosion, or other impacts to the earth, if any: r Not Applicable 2 . Air a. What types of emissions to the air would result from the proposal (i.e. dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Not Applicable b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. Not Applicable c. Proposed measures to reduce or control emissions or other impacts to air, if any: Not Applicable 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the side (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and C provide names. If appropriate, state what stream or river it flows into. The City encompasses portions of Sinclair Inlet, Blackjack Creek, and Ross Creek. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. The WSP is proposing water mains which will be in the vicinity of the creeks. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Not Applicable 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No, the City does not use surface water as a supply source. 0 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. C Not Applicable 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: I 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. The WSP is proposing a new well to meet the demand of the community. This well is anticipated to be near Well #8, which draws water from about 350 feet below the Ourface and from a confined aquifer. The anticipated production for Well #9 is 500 gpm. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example, Domestic sewage; industrial, containing the following chemicals...: agricultural,- etc.). Describe the general size of the system, the J number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. None 2) could waste materials enter ground or surface waters? If so, generally describe. No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: The new well will have wellhead protection. 4. Plants NOT APPLICABLE \' a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other shrubs grass _ pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other r water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Not Applicable c. List threatened or endangered species known to be on or near the site. Not Applicable d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Not Applicable 5. Animals Not Applicable a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver,other: fish: bass, salmon, trout, herring, shellfish,other: b. List any threatened or endangered species. known to be on or near the site. Not Applicable c. Is the site part of a migration route? if so, explain. Not Applicable d. Proposed measures to preserve or enhance wildlife, if any: Not Applicable 6. Energy and Natural Resources C a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy'needs? Describe whether it will be used for heating, manufacturing, etc. The water system uses electric pumps, as necessary. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The water system does include a water conservation plan. The most effective elements of this plan are increased rates for higher consumption, low flow fixtures from the building codes, and the educational messages from the TV stations in Seattle. 7. Environmental Health a. Are there any environmental health hazards, including exposure 'to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. 1) Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: None b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Not Applicable 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate ] what hours noise would come from the site. Not Applicable 3) Proposed measures to reduce or control noise impacts, if any: None S. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Not Applicable b. Has the site been used for agriculture? if so, describe. Not Applicable c. Describe any structures on the site. Not Applicable d. Will any structures be demolished? If so, what? No e. What is the current zoning classification of the site? C Not Applicable f. What is the current comprehensive plan designation of the site? The WSP is consistent with the City's Comprehensive Land Use Plan. g. If applicable, what is the current shoreline master program designation of the site? Not Applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? In excess of 6,600 J. Approximately how many people would the completed project displace? None K. Proposed measures to avoid or reduce displacement impacts, if any: None 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The WSP was updated to support the Comprehensive Plan. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. Not Applicable b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. Not Applicable c. Proposed measures to reduce or control housing impacts, if any: Not Applicable 10. Aesthetics Not Applicable a. What is the tallest height of any proposed structure(s), not including antennas: what is the principal exterior building material(s) proposed? A reservoir is proposed, which will be approximately 100 feet tail. b. What views in the immediate vicinity would be altered or obstructed? None CO Proposed measures to reduce or control aesthetic impacts, if any: The reservoir will be in a wooded area and the number of trees to be removed will be kept at a minimum. 11. Light and Glare 1 a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Not Applicable b. Could light or glare from the finished project be a safety hazard or interfere with views? Not Applicable c. What existing off -site sources of light or glare may affect your proposal? Not Applicable d. Proposed measures to reduce or control light and glare impacts, if any; V. Not Applicable 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Not Applicable b. Would the proposed project displace any existing recreational J uses? If so, describe. Not Applicable a. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Not Applicable 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. Ern b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. Not Applicable �I c. Proposed measures to reduce or control impacts, if any: None 14. Transportation an identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Not Applicable n b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Not Applicable c. How many parking spaces would the completed project have? How many would the project eliminate? Not Applicable d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? -� If so, generally describe (indicate whether or public private). P Not Applicable e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. Not Applicable f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Not Applicable g. Proposed measures to reduce or control transportation impacts, if any • None 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. The WSP will not result in a need for increased public services, but it does reflect the growing needs that come with increasing population. One important purpose of the WSP is to make sure that the fire flow is available to meet the needs of the community. M b. Proposed measures to reduce or control, direct impacts on public services, if any. None 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. Not Applicable b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Not Applicable C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decis-iDn_. signature Date Submitted: 16'SeptembeF-'1996 D. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS 1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? The WSP is not expected to increase any discharges Proposed measures to avoid or reduce such increases are: None Z. Hoar would the proposal be likely to affect plants, animals, fish or marine life? The extension of the urban water system supports and allows for increased land uses. The urban uses of property directly affect these items. Proposed measures to protect and conserve plants, animals, fish, or marine life are: The water system will be subordinate to the City's Comprehensive Plan. 3. How would the proposal be likely to deplete energy or natural resources? The water system must use electric power for its wells and pumps. in addition, the land uses dependent on the municipal water will use energy and natural resources. Proposed measures to protect or conserve energy_and natural resources are: The City will monitor its water use and has set a target of lot reduction for water conservation. 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, f loodplains, or prime farmlands? The water system will support the land uses of the City. Those land uses may affect wetlands and other similar areas. Proposed measures to protect such resources or to avoid or reduce impacts are: f The water system will be subordinate to the City's Comprehensive Plan. m 5. How would the proposal be likely to affeat land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? The shoreline is almost fully developed and the WSP will have a minimal affect on it. Proposed measures to avoid or reduce shoreline and land use impacts are: None 6. How would the proposal be likely to increase demands on transportation or public services and utilities? The water system will provide urban water service to areas as the City expands. This expansion of municipal services will affect other public services. Proposed measures to reduce or respond to such demand(s) are: The water system will be subordinate to the City's Comprehensive Plan. _.. 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. It is not the intent for the WSP to conflict with any other regulation. and the land is zoned Industrial. Further to the west is Ross Point. This undeveloped property has been zoned for a residential subdivision. Division 1 of Highlands At Ross Creek is on the east side of Ross Creek and is anticipated to be constructed in 1995. However, no substantial progress has been made toward the development of Division 2, which is on the west side of Ross Creek. To the west of the City, across State Highway 16, is a new industrial area which has yet to be fully developed. Within the future service area is the Ross Point property and the land parcels along State Highway 166. This property abuts Sinclair Inlet, but has had very limited growth in the past years. Ross Point is extremely hilly terrain with difficult access. A major problem with its development will be highway access. However, once the road to this property is developed, the property shall need both water and sewer. The City has committed in writing to provide both utilities. The residential and small commercial properties along State Highway 166 are typically serviced by private wells. The major impediment to more intense development of this property will be sewer service. Currently the properties are serviced by on -site systems, some of which are failing. Future water and sewer service to these properties are dependent on the construction of the services to Highlands at Ross Creek. To the immediate west of the City, the future service area includes the rural property along Old Clifton Road and Sidney Road. This property is primarily residential with each home served by a private well. The property is well suited to more urban densities. However, such development has not yet occurred in the area. The urban development of these properties are dependent upon the urban growth boundaries and the Kitsap County Comprehensive Land Use Plan. COMPREHENSIVE WATER SYSTEM PLAN, 1995 12 To the southwest of the City, there is a strong potential for commercial development. As the property at the Sedgwick interchange is commercially developed, the adjacent property will be able to share in the utilities. This commercial development will extend along'Sidney Road to the city limits at State Highway 16. COMPREHENSIVE WATER SYSTEM PLAN, 1995 13 C_ _ 1 SERVICE AREA POLICIES The water utility for the City of Port Orchard is a responsibility of the City Council. The Water/Sewer Committee of the City Council is comprised of three Council members who monitor the activities of the utility. The primary policy of the City Council is that water service will be provided only to property within the City limits. If a property needs a water connection, that property should annex into the City as a prerequisite. The City Council may consider exemptions to this policy, if the Council deems it in the best interest of the community. In such an instance, the City will accept a Developer's Extension Agreement which commits the property to future annexation requirements. Until that property is annexed, the customers pay a monthly surcharge. All water services are metered and read routinely. The City } purchases water from the City of Bremerton on a wholesale basis. However, it does not sell water to other entities. If the need to sell water to another utility is required, the City would study the matter at that time. Care would have to be taken not to exceed the capacity of the existing wells if the City of Port Orchard sold water wholesale. Water rates are based on the fact that each party pays a fair share. For instance, if a main needs to be extended to serve a project, that developer would be required to pay for the cost of the extension. In addition to payment for services, each new property is subject to fees in lieu of assessments for past improvements. Also, each development is responsible for connection fees which help offset future expenses due to the expanded demands CCOMPREHENSIVE WATER SYSTEM PLAN, 1995 14 i on the system. The City Council can waive the fees in lieu of �r assessments when the development has added infrastructure which substantially benefits the water utility. Water improvements may be paid with Local Improvement Districts (LID'S) and Late Comer Agreements. Each development would be considered separately by the City Council on a case -by -case basis. A more detailed listing of fees is included in the City's Developer's Handbook. Please see Appendix A for the implementing ordinance. A summary of policies, as reviewed by the State Department of Health are as follows: Wholesaling of Water.. The City will purchase water from the City of Bremerton. However, it does not sell it at a wholesale rate. Before the City would change its wholesale policy, it would need to carefully analyze the impacts to its well capacity and the land use implications. To wholesale water would substantially increase the water demand while the water production is fixed. As more water is sold to the outer areas, the water availability may increase urban sprawl. Wheeling of water. The City and neighboring water purveyors are not organized as of yet to wheel water. Wheeling water implies no increased water demand on the •City wells. However, each water utility of Port Orchard, Bremerton and Annapolis Water District treats its water differently. The different water quality would be an issue if water wheeling is proposed. ( \� COMPREHENSIVE WATER SYSTEM PLAN, 199.5 15 Annexation Policy. The City will serve water to areas outside its corporate limits. However, the City will usually require a utility extension agreement be signed prior to this service. The agreement would prohibit the property owners from protesting an annexation when that day arrives. The City wants water customers to be within the corporate limits, but will not demand that as a prerequisite to service. Water customers outside the corporate limits will pay all required fees and will pay a 50% surcharge on the monthly billing. When the City does annex new property into the City and that property is served by a water district or other entity, the City will not require a change in water service jurisdiction due to the annexation. Other Local Government Policies Affectinq the Provision of Water. The City will require all new developments, such as subdivisions, to connect to the City water system. All new connections must comply with City standards. New developments outside the City limits, but served with City water will meet City standards. New developments outside the City limits, not served by City water, and in the City's future service area will meet the standards as established by the Coordinated Water System Plan. Surcharge for Outside Customers. Customers outside the City limits will may all applicable fees. Their monthly water consumption bill will be increased with a 5.0% surcharge. The surcharge is eliminated upon annexation to the City of Port Orchard. If extraordinary circumstances prevail, the City can modify the surcharge requirement. 1 COMPREHENSIVE WATER SYSTEM PLAN, 1995 16 Formation of Local ImprovementDistricts Outside Legal CBoundaries. The City will work with property owners to facilitate construction of water facilities, if approved by the City Council. Prior to approval, the circumstances would be studied to verify that the water improvements are consistent with City and County land use planning. Local Improvement Districts outside the City boundaries would include engineering, administration and legal costs attributed to the improvement. Late -Comer Agreements. All new water accounts will pay fees in lieu of assessments, late -comers costs, unless the property had previously participated in a LID or similar water improvement. The City Council can waive the fee in lieu of assessments if the new development constructed a water improvement which substantially improved the water system. Normally, developers finance the water extensions and deed the improvement to the City. The City Council retains the right to C} participate in joint improvements or to extend the water system, as needed. If the developer extends the water system, the City will allow a utility extension agreement to be implemented. This agreement identifies specific properties which could be benefitted by the improvement and assesses a fair share, based upon the zone and termini method of assessment. A public hearing is required prior to implementing this agreement. Ordinance 1385 describes the agreement and is included in Appendix A. These agreements are not normally used and only three are in effect at this time. Condition -of -Service Policies. Water and sewer are considered separately for new developments. Connection to sanitary sewer is not a prerequisite to water connection. COMPREHENSIVE WATER SYSTEM PLAN, 1995 17 5 Satellite Service. The City is amenable to satellite service in which the City would own, operate or assist with developments in the future service area. At this time the City has no such arrangements. Appendix A is a listing of all applicable resolutions and ordinances affecting the operating of the water system. N COMPREHENSIVE WATER SYSTEM PLAN, 1995 18 C) FUTURE GROWTH , Kitsap County has experienced substantial growth in the past decade and is expecting to continue this trend. The County's growth is reflected by the recent new commercial developments and is strongly influenced by the military facilities at Bangor and the Puget Sound Naval Shipyard. As seen by Table 1, the population of the City of Port Orchard 4 is not keeping pace with Kitsap County. YEAR SOUTH KITSAP COUNTY PORT ORCHARD 1990 48,147 4,984 1991 46,070 5,109 1992 48,150 5,275 1993 50,230 5,610 1994 53,500 5,700 TABLE 1: POPULATION TRENDS C1 COMPREHENSIVE WATER SYSTEM PLAN, 1995 19 The growth differential between the City and adjacent County C! areas are due to a number of reasons. Prior to the implementation i of urban growth boundaries, the community was experiencing urban sprawl. It was less expensive to develop rural land into suburban developments than to redevelop existing urban properties. As such, the growth was outside the City limits. Table 2 is the population projections for the City, based on the City's Comprehensive Land Use Plan: YEAR POPULATION YEAR POPULATION 1994 5,700 2004 6,680 1995 5,791 2005 6,787 1996 5,884 2006 61896 1997 5,978 2007 7,006 1998 6,074 2008 71118 1999 6,171 2009 7,232 2000 6,270 2010 7,348 2001 6,370 2011 7,466 2002 6,472 2012 7,585 2003 6,575 2013 7,706 2014 7,829 2015 7,954 Table 2: City of Port Orchard Population Projections Based upon City population average rate of increase (1.60%) per year from 1984-1994 using oFM allocations. Population projections for the City of Port Orchard have been calculated by using a simple linear extrapolation method. Table 2 presents this data to illustrate the population growth if existing trends persist through the year 2015. The average annual growth in COMPREHENSIVE WATER SYSTEM PLAN, 1995 20 9 population during the past ten years (1984-1994) was determined to be a net increase of 1.60%. This percentage was then applied to calculate the future growth for the City for the next twenty years. Earlier population numbers were not used because during the early 1980's the primary sewage treatment facility had exceeded its capacity and there were no new main extensions allowed by the Department of Ecology until the new sewage treatment facility was built. This curbed additional development in the City for several years. It is recognized that estimating future population growth F is not an exact science. The method used is meant to provide a realistic guide for projecting population increases to determine adequate provision of land use and urban services needed for those uses. It is further noted that other estimations must be considered. The Office of Financial Management and the Kitsap Regional Planning Council have provided estimates for the amount of growth expected within South Kitsap over the next two decades. While these numbers are useful for gaining a broad perspective for the region, neither of those figures speak exclusively to the City population itself. At best, these numbers do estimate the amount of new population expected within the Urban Growth Boundary of South Kitsap. As seen in Table 3, the new increases in the population of the City should occur in the high pressure zone. The low pressure zone serves the older and more established part of the City. There are about 1,000 accounts in this zone and this area is developed as much as it can be. With in -filling and house replacement, an annual growth rate of 1.0% was assumed. The high pressure zone serves the more rural south portion of the City where there is more vacant J COMPREHENSIVE WATER SYSTEM PLAN, 1995 21 land for construction. The remainder of the increased population is assumed to be in the high pressure zone. C C? POPULATION CONNECTIONS YEAR TOTAL LOW ZONE HIGH ZONE LOW ZONE HIGH ZONE 1994 5,700 2,500 3,200 1,000 1,280 1995 5,791 2,525 3,266 1,010 1,306 2000 6,270 2,650 3,620 1,060 1,446 2005 6,787 2,780 4,007 1,112 1,603 2015 7,954 2,910 5,044 1,164 2,018 TABLE 3: POPULATION PROJECTIONSI BY ZONES * Population Estimate Based On 2.5 People Per Home Table 3 also shows the number of services and the projected growth in water connections for the City. These factors are developed on the assumption of 2.5 people per service connection and were driven by the population projections. As a result, the growth rate in the high zone is 3.6 percent annually from 1995 to 2015. CCOMPREHENSIVE WATER SYSTEM PLAN, 1995 22 C> Figure 4 is a graphical depiction of the anticipated growth. FIGURE 4: POPULATION PROJECTIONS COMPREHENSIVE WATER SYSTEM PLAN, 1995 23 R FIG. 5 PRESSURE ZONES ( COMPREHENSIVE WATER SYSTEM PLAN, 1995 24 l i rxr1ILIJR LA'A"Y0DiA1)D1JJEN All water services are metered in the City and the meters are read on a bi-monthly basis. The wells in the City and the Bremerton water intertie are read daily. These records are the basis of the historical data for the City and are tabulated in Appendix B. Figure 5 depicts the pressure zones and the location of the wells and pump stations. I ASSESSMENT OF EXISTING WATER CONSUMPTION The City of Port Orchard is a residential community and does not have any industry. The water consumption can be divided into the following basic categories: residential, government, and commercial. The accounting system for the water system depicts the water consumption as follows: CATEGORY CONSUMPTION GALLONS RESIDENTIAL 129,302,830 COMMERCIAL 51,366,830 CITY 1,986,420 OTHER GOVERNMENT 24,858,630 CHURCHES 1,437,800 MISCELLANEOUS 0 TOTAL CONSUMPTION 208,952,510 TABLE 4: 1993 WATER CONSUMPTION, BY CATEGORY COMPREHENSIVE WATER SYSTEM PLAN, 1995 25 1988 1992 1993 1994 RESIDENTIAL 123.20 129.28 129.30 143.77 CHURCHES 0.83 1.25 1.44 1.59 TOTAL 124.03 130.53 130.74 145.36 TABLE 5: RESIDENTIAL CONSUMPTION I 1988 1992 1993 1994 COMMERCIAL 50.42 49.89 51.83 54.38 TABLE 6: COMMERCIAL CONSUMPTION 1988 1992 1993 1994 —] CITY 1.90 2.54 1.99 3.73 OTHER GOVERNMENT 14.84 25.08 24.86 25.41 TOTAL 16.74 27.62 26.85 29.14 TABLE 7: GOVERNMENT CONSUMPTION r The total consumption is fairly consistent with each category. The increase from 1988 to 1992 in Residential consumption reflects the increasing number of housing units and population. During that same period, the population increased from 4,838 to 5,275. COMPREHENSIVE WATER SYSTEM PLAN, 1995 26 Residential consumption increased 6% as compared to population increase of 9%. Government consumption increased in a similar manner from 1988 to 1992. During that time period, the County Courthouse constructed a new and larger jail. It also constructed a new office building. This would show the increase in water demand. Commercial consumption remain the same since most new commercial construction was outside the City water service area. The flow data for each category shows that the relative percentages will remain constant. Therefore, the flow calculations for the City's water system will be based on the whole and not upon individual categories. As seen from Table 20, 1993 Monthly Water Production, the peak water consumption occurred in August. This differs from Table 19 which showed September as the peak month. It was later discovered that two large account meters had failed in the system and reflected the lower consumption. The average daily production for August was 419 gallons per connection. On August 28 1993, the City s water consumption was 1.2658 million gallons, which equates to an average water consumption of 644 gallons per connection for that day. YEAR CONSUMPTION, MG PRODUCTION, MG LOSS, MG $ 1992 208.19 193.89 N/A 1993 208.95 221.77 12.82 6% 1994 228.88 277.54 48.66 12� AVERAGE 215 230 15 7% TABLE 8: ANNUAL LOSSES COMPREHENSXVE WATER SYSTEM PLAN, 1995 27 The annual losses are typically due to failing water meters. C All accounts and wells are metered. However, with over 2, 000 meters in the system, there is a constant requirement to monitor their performance. When a residential meter is suspected of failing, that meter is replaced in lieu of repair. The larger loss in 1992 can be attributed to the inaccurate meters at the Westbay Shopping Center and the South Kitsap High School. R CONSERVATION Water conservation is important and is a viable means to reduce future demands. The target savings from the water conservation program is a 10% reduction in demand by the year 2000. The water conservation program is included in Appendix F. The City seeks to use more established programs, such as the educational information from the Kitsap County PUD #1 and the messages from the Seattle television. Consistent with the City Comprehensive Plan, the water Csystem does not want to duplicate efforts. The following isa 1 summary of the program: Meters All sources and accounts should be metered. Utilizing public information and promotional methods to encourage conservation. The City uses its quarterly newsletter to always include a water conservation message. The limited space on the water bill is also used for a conservation message. The City provides tax money to the PUD which is used to fund the conservation program. COMPREHENSIVE WATER SYSTEM PLAN, 1995 28 Developing rate structures which encourage conservation. r The City eliminated its summer rate program which decreased the cost of water in the summer. Although this program lessen the financial burden on the rate payer, it encouraged water consumption at the time of highest demand. The City has also increased then price of water that exceeds the monthly basic. Increased costs for higher consumption is encouragement to reduce that higher consumption. Encouraging, by use of ordinances, the use of water saving devices in new home construction. The City has adopted the Uniform Building Codes and enforces the water conservation features in that ordinance. Examples of these features would be low flow heads and low flow toilets. Encourage retrofitting of existing appliances to reduce water consumption at the time_ofreplacement._ The City does not have an individual program such as this. The conservation messages will make the rate payer aware of the need to conserve water. As the conservation measures continue to increase, more and more appliances will be manufactured to conserve water and energy. Instituting programs to minimize water losses. Every five years, the City has the water system inspected by a specialized contractor, using hydrophones. This method detects leaks in the water mains which the Public Works crew would repair. The last inspection was in 1990 in which approximately 40,000 gallons per day of water leaks were discovered and repaired. The next inspection is scheduled for 1995. l COMPREHENSIVE WATER SYSTEM PLAN, 1995 29 Encouraging the implementation of industrial water reuse/recycling practices. The critical element to this program is the wastewater treatment facility which treats about 1.0 million gallons of water daily. The City is not the water purveyor to the treatment plant. However, the effluent is already used for non -potable consumption in the treatment plant. The City and its partner, Sewer District #5, would be open to future reuse/recycling ideas. I WATER DEMAND PROJECTIONS Future water demands are based on the projected number of water connections. The majority of the growth will occur in the high pressure area. Therefore, each pressure zone must be analyzed separately. The DOH design criteria requires using a consumption of 800 gallons per connection per day. As seen from the existing records of the City, this is a conservative, but valid water use factor. Tables 9 and 10 show the water demand projections. The' term, Connection, is defined as a single family house, apartment unit or commercial account. COMPREHENSIVE WATER SYSTEM PLAN, 1995 30 YEAR CONNECTIONS WATER DEMAND MGD 1994 1,000 0.800 1995 1,010 0.808 2000 1,060 0.848 2005 1,112 0.890 2015 1,164 0.931 TABLE 9: LOW ZONE WATER DEMAND YEAR CONNECTIONS WATER DEMAND MGD 1994 1,280 1.024 1995 1,306 1.045 2000 1,448 1.158 2005 1,603 1.282 2015 2,018 1.614 TABLE 10: HIGH ZONE WATER DEMAND COMPREHENSIVE WATER SYSTEM PLAN, 1995 31 PERFORMANCE APPLICABLE CRITERIA Design criteria for the water system comply with the Department of Social and Health Services standards as described in the "Design Standards for Public Water Supplies". The City standards meet or exceed these minimum standards. A summary of the level of services are as follows: PERFORMANCE LEVEL OF SERVICE Source of Water 800 gallons per day per connection Standby Storage 800 gallons per day multiplied by the number of connections Fire Flow Storage 4000 gallons per minute for 4 hours The source must be able to supply 800 gallons per day per connection while simultaneously supplying sufficient capacity to replenish standby storage within a 72 hour period. Furthermore, all water must meet the State water quality standards. SOURCE REQUIREMENTS Although the City of Port Orchard can purchase 1,000 gpm from 1 COMPREHENSIVE WATER SYSTEM PLAN, 1995 32 the City of Bremerton, and has the capability of establishing an intertie with the Annapolis Water District, the policy of the City is to be self-sufficient. The agreement with the City of Bremerton to purchase water was revised on February 9, 1989 and is enclosed in Appendix H. The agreement requires the City of Port Orchard to purchase a minimum of 10 million gallons of Bremerton water annually. The water is available to supplement the City production in the summer, if necessary, and is also used to recirculate water in the main which connects the two cities. Since the addition of Y one new well and the rehabilitation of the second well, the City has been able to meet the summer demands. Therefore, the role of Bremerton water has been relegated to that of an backup source. As such, purchased water is not considered as a source of water and does not contribute to the requirements of water production. As per the DOH standards, the City should be capable of producing 800 gallons of water per service connection each day. These requirements correspond to the demand shown in Tables 9 and 10. It Cis noted that the historical daily demand is less than 0.600 t 0.800 MGD better reflects the water demand million gallons and he _ for the peak month consumption. YEAR TOTAL CONNECTIONS REQUIRED MGD AVAILABLE (MGD) 24 HR 16 HR PUMPING PUMPING 1994 2,280 1.824 2.45 1.63 1995 2,322 1.858 2000 2,508 2.006 2005 2,715 2.172 2015 3,182 2.546 TABLE 11: SOURCE REQUIREMENTS COMPREHENSIVE WATER SYSTEM PLAN, 1995 33 Tables 12 and 13 reflect the individual needs for water demand for the low and high systems. For the high system, Melcher Pump Station is considered a source when Well #8 cannot meet the demand. For the low system, the Melcher Pump Station is considered a reduction in pumping capability. However, for analysis purposes, the low system supply will not be less than the demand due solely to water taken from the Melcher Pump Station. This reflects that the low system has enough water to serve that particular zone. This assumption forces the new wells to be in the high system, where the growth is taking place. The Bremerton source can be stopped by the City of Bremerton in times of need. Therefore, it is not considered in these calculations. The City wells are assumed to be pumping for 16 hours a day. YEAR SUPPLY MGD DEMAND MGD 1994 1.152 0.800 1995 0.808 2000 0.848 2005 0.890 2015 0.931 TABLE 12: LOW ZONE SUPPLY AND DEMAND REQUIREMENTS COMPREHENSIVE WATER SYSTEM PLAN, 1995 34 YEAR SUPPLY MGD WATER DEMAND MGD 1994 0.832 1.024 1995 0.824 1.045 2000 0.784 1.158 2005 0.742 1.282 2015 0.701 1.614 TABLE 13: HIGH ZONE SUPPLY AND DEMAND REQUIREMENTS Table 12 indicates that the low zone has adequate water supply. Excess water will be transferred to the high zone by means -of the Melcher Pump Station. However, the demand of the high pump station exceeds the immediate supply, as seen in Table 13. If the proposed Well #9 is drilled, the expected supply will equal 0.36 MGD, with a 16 hour pumping rate. This additional demand will meet the C_._. projected needs of the high system until the year 2000. After that time, Well #10 will be needed. YEAR LOW ZONE CONNECTIONS LOW ZONE MID, gpm HIGH ZONE CONNECTIONS HIGH ZONE MID, gpm 1994 1,000 783 1,280 979 1995 1,010 790 1,306 997 2000 1,060 825 1,448 1,097 2005 1,112 861 1,603 1,205 2015 1,164 898 2,018 1,496 TABLE 14: MAXIMUM INSTANTANEOUS DEMAND IN BOTH ZONES. MID = (Number of Connections *.7 gpm)+153 gpm COMPREHENSIVE WATER SYSTEM PLAN, 1995 35 R Table 14 illustrates the need for an additional well in the high C zone, due to the growth trends. The low zone is served by Well #7 and Well #6, which provide in excess of 1,000 gpm. This exceeds the. maximum instantaneous demand for that area. However, the high zone is served by Well #8, which pumps 500 gpm. The MID is 997 gpm and the difference is currently made up by the Melcher Pump Station. As the growth in the low zone continues, the water availability from the Melcher Pump Station decreases. A new well in the high zone will be required to meet the growing demand. STORAGE REQUIREMENTS There are three classifications of storage: 1. Standby Storage 2. Equalization Storage 3. Fire Flow Reserve Storage Standby storage is storage that is required in the event the supply system is disrupted. Standby storage is calculated on the basis of multiplying 800 gallons by the number of connections. Where multiple sources are available, that amount (800 x connection) can be reduced by the supply availability with the largest source out of service. The standby storage amount must never be decreased below 200 gallons per connection. For the low zone, the supply is from Well #6 at 300 gpm and Well #7 at 750 gpm. If Well #7 is not available, Well #6 will produce 300 gallons per minute in a sixteen hour day..The standby storage can be reduced by 0.29 MG. ti COMPREHENSIVE WATER SYSTEM PLAN, 1995 36 For the high zone, the supply is from Well #8 at 500 gpm and Melcher Pump Station at 1000 gpm. If Melcher is not available, Well #8 will produce 500 gallons per minute in a sixteen hour day. The standby storage can be reduced by 0.48 MG. YEAR SERVICES STANDBY MGD EQUALIZE MGD FIRE MGD TOTAL MGD 1994 1,000 0.510 0.25 0.96 1.72 1995 1,010 0.518 0.25 0.96 1.728 2000 1,060 0.550 0.25 0.96 1.76 2005 1,112 0.606 0.25 0.96 1.81 2015 1,164 0.641 0.25 0.96 1.851 C-\ TABLE 15: LOW ZONE STORAGE REQUIREMENTS 1 Equalization storage is the storage necessary to balance out the daily peaks in demand where those peaks exceed the supply. For the purposes of this report, daily peaks were computed using typical daily variations from the DOH "Sizing Guidelines". As seen in Tables 12, 13 and 14, the maximum instantaneous demand and source productivity were calculated. Since the low system's sources could meet or exceed the maximum instantaneous demand, the equalization storage requirement was considered a constant at 0.25 MGD. For the high zone, the equalization requirement is influenced by the Melcher Pump Station. As the growth increases in the low system, the water availability from the Melcher Pump Station decreases. Thus, the equalization requirement in the high system increases over the planning period. } COMPREHENSIVE WATER SYSTEM PLAN, 1995 37 �__J. Fire flow storage is recommended in addition to the requirements for standby and equalization storage. Fire flow storage is that storage which will supply the fire flows for a required duration. The low zone has a fire flow requirement of 4, 000 gallons per minute for 4 hours. The fire flow requirement for the high zone is based on 4,000 gpm less the 1,000 gpm available from the Melcher Pump Station. The duration of flow is four hours. YEAR SERVICES STANDBY MGD EQUALIZE MGD FIRE MGD TOTAL MGD 1994 1,280 0.544 0.31 0.72 1.574 1995 1,306 0.565 0.34 0.72 1.625 2000 1,448 0.678 0.54 0.72 2.062 2005 1,603 0.802 0.74 0.72 2.262 2015 2,018 1.134 1.22 0.72 3.074 TABLE 16: HIGH ZONE.STORAGE REQUIREMENTS YEAR LOW ZONE STORAGE MG HIGH ZONE STORAGE MG TOTAL VOLUME REQUIRED MG AVAILABLE VOLUME MG 1994 1.720 1.574 3.294 3.3 1995 1.728 1.625 3.353 2000 1.760 2.062 3.822 2005 1.810 2.262 4.072 2015 1.851 3.074 4.925 TABLE 17: TOTAL STORAGE REQUIREMENTS Table 17 shows the need for an additional reservoir. COMPREHENSIVE WATER SYSTEM PLAN,_1995 38 �1 DISTRIBUTION SYSTEM REQUIREMENTS The City's design criteria is described in Appendix G and in the City's Developer's Handbook. The City's design criteria is at least, if not more, stringent than the criteria specified in the proposed Kitsap County Coordinated Water System Plan. The following requirements apply to distribution systems; In general, the minimum diameter of all distribution systems should be eight inches. Systems designed to provide fire flows shall have a minimum distribution main size of eight inches. Distribution lines smaller than two inches are not acceptable. New public water systems or additions to existing systems shall provide a design quantity of water, at a positive pressure of at least 30 psi under maximum instantaneous demand flows. When a system is being designed to provide fire flows, a positive pressure of at least 20 psi shall be maintained at the hydrants throughout the system under fire flow conditions. YEAR POPULATION CONSUMPTION MG/YEAR 1992 5,275 208.2 1993 5,610 209.0 1994 5,700 228.9 TABLE 18: ANNUAL WATER CONSUMPTION Consumption is based on the total as measured by the account meters. COMPREHENS.TVE WATER SYSTEM PLAN, 1995 39