Document Kalispell_doc_37bf3eb079

Water & Wastewater Facility Plan Update South Kalispell Development Supplement to: Water Facility Plan Update, 2008 Wastewater Facility Plan Update, 2008 November, 2016 ---PAGE BREAK--- Table of Contents Chapter 1 - Basis of Planning 1 1.1 Introduction 1 1.2 Study Area 1 1.3 Population 3 1.3.1 Future Population Projections 3 1.4 Projected Water System Demand 4 1.4.1 Introduction 4 1.4.2 Future Demand Forecast 4 1.5 Projected Sewer System Flow 5 1.5.1 Introduction 5 1.5.2 Future Flow Forecast 5 Chapter 2 - Water Distribution 6 2.1 Introduction 6 2.2 Future Water Distribution Analysis 6 2.2.1 Distribution System Modeling Assumptions 6 2.2.2 Modeling Software 6 2.2.3 Modeling Results 7 2.2.4 Water Main Extension Evaluation 7 2.2.4.1 Scenario 1 7 2.2.4.2 Scenario 2 9 2.2.4.3 Alternative Sizing Considerations 10 2.2.5 Conclusions 13 2.2.5.1 Future Recommendation 14 Chapter 3 - Wastewater Collection 15 3.1 Introduction 15 3.2 Sewer Collection System Summary 15 3.3 Future Sewer Flow 19 3.3.1 Collection System Evaluation Criteria 19 3.3.2 Sewer Main Extension Evaluation 19 3.3.2.1 West Sewer Service Area 19 3.3.2.2 East Sewer Service Area 22 3.3.3 Conclusions 24 3.3.3.1 Future Recommendations 24 City of Kalispell Water & Sewer Facility Plan Update PN#15415005 i ---PAGE BREAK--- Table of Contents Figures Figure 1.2-1: Study Area 2 Figure 2.2-1: Water Modeling Main Sizing 8 Figure 2.2-2: Proposed Water Mains 12 Figure 3.2-1: Proposed West Sewer Service Areas 17 Figure 3.2-2: Proposed East Sewer Service Areas 18 Figure 3.3-1: West Service Area Sewer Main Locations 21 Figure 3.3-2: East Service Area Sewer Main Locations 23 Tables Table 1.3-1: South Kalispell Residential Population Projection 3 Table 1.3-2: South Kalispell Existing Business Water Useage Sample 3 Table 1.3-3: South Kalispell Business Population Projection 4 Table 1.3-4: Projected South Kalispell Populations 4 Table 1.5-1: Summary of Sanitary Sewer Flow 5 Table 2.2-1: Scenario 1 Modeling Results 9 Table 2.2-2: Scenario 2 Modeling Results 10 Table 2.2-3: Scenario 2 12-Inch Main Sizing Recommendation 13 Table 3.1-1: Summary of Sanitary Sewer Flow 15 Table 3.2-1: Summary of Service Area Population 16 Table 3.3-1: West Service Area Hydraulic Summary 19 Table 3.3-2: Summary of West Sewer Main Sizing 20 Table 3.3-3: East Service Area Hydraulic Summary 22 Table 3.3-4: Summary of East Sewer Main Sizing 22 Appendices Appendix A: Existing Water Usage Data Appendix B: Kalispell Fire Chief Correspondence City of Kalispell Water & Sewer Facility Plan Update PN#15415005 ii ---PAGE BREAK--- Chapter 1 - BASIS OF PLANNING 1.1 Introduction The purpose of this report is to serve as a supplement to the 2008 City of Kalispell Water and Wastewater Facility Plan Update documents prepared by HDR Engineering, Inc. It is not intended to be an all-inclusive document for the entire City but will focus on South Kalispell. The planning area developed in the 2008 documents has been re-evaluated to incorporate the 2011 Growth Policy Update. As such, this document will analyze potential growth, estimate water and sewer demands, and develop anticipated water production and distribution systems and sanitary conveyance systems for the South Kalispell planning area. The analysis will include placement and sizing recommendations for future infrastructure in the currently adopted growth annexation policy using engineering methods that follow local and state standards. This analysis does not include an investigation of the Kalispell Wastewater Treatment Plant. 1.2 Study Area In 2008, the study area developed in the Facility Plan Update (Figure 1-6 Study Area) extended south along US Highway 93 (US-93) to US Highway 82 (US-82). This area was modified to coincide with the council’s direction on growth. The much smaller area analyzed in this report is bound by Cemetery Road and Lower Valley Road to the north, Rocky Cliff Drive to the south, Flathead River to the east and Ashley Creek to the west. Much of the area between US-93 and the Flathead River is located within a defined floodplain, further narrowing the practical study area to Lower Valley Road to the east. Although the Growth Policy Planning Area extends west to Airport Road, the City of Kalispell Planning Department thought it unlikely that areas west of Ashley Creek would be annexed into the City. Parcels located within the 100-year floodplain will be considered undevelopable for purposes of this report. Figure 1.2-1 depicts the study area which is hereafter referred to as South Kalispell. The total planning area encompasses 1,800 acres, of which approximately 500 acres are located within the 100-year floodplain and 40 acres owned by the City is utilized for biosolids disposal and is not developable. City of Kalispell Water & Sewer Facility Plan Update PN#15415005 1 ---PAGE BREAK--- Apr 21, 2016 - 3:16pm - P:\CITIES\City of Kalispell\15415005 KalispellDeveloperExtensionTechnicalServices\01_Pre-Design\05_Exhibits\FIG. 1.2.1 - Study Area.dwg (Figure 1.2-1) PROJECT NO: REVIEWED BY: DRAFTED BY: ISSUE DATE: 04/2016 15415005 ADE PNP U.S. HIGHWAY 93 US-93 BYPASS 1000 0 1000 2000 SCALE FEET U.S. HIGHWAY 93 ASHLEY CREEK CEMETERY ROAD WILLOW GLEN DRIVE MIXED USE URBAN RESIDENTIAL SUBURBAN RESIDENTIAL COMMERCIAL CITY PROPERTY INDUSTRIAL PLANNING AREA BOUNDARY LOWER VALLEY ROAD STUDY AREA CITY OF KALISPELL WATER & SEWER FACILITY PLAN UPDATE FIGURE 1.2-1 LOWER VALLEY ROAD ROCKY CLIFF DRIVE AIRPORT ROAD FOYS BEND LANE DEMERSVILLE ROAD AUCTION ROAD CITY OF KALISPELL 100 YEAR FLOOD BOUNDARY FLATHEAD RIVER GROWTH POLICY PLANNING AREA ANNEXATION POLICY BOUNDARY GROWTH POLICY PLANNING AREA ANNEXATION BOUNDARY SOUTH KALISPELL PLANNING AREA ---PAGE BREAK--- 1.3 Population In order to quantify the demands on the water system and loads on the sanitary sewer system, the future South Kalispell population to be served by development was estimated. The City of Kalispell Planning Department was consulted to help define population densities, anticipated growth rates and provide expertise regarding potential future development. Population projections were determined by land use density corresponding to the proposed 2030 Growth Policy and not by growth percentages. As a result, the projections yield a total population for developed South Kalispell. 1.3.1 Future Population Projections There are six land use designations in the planning area consisting of commercial, urban mixed use, city facility, urban residential, suburban residential and industrial. The total population will be driven largely by residential development as the commercial, mixed use and industrial areas will likely be low-volume users. The City of Kalispell anticipates urban residential and suburban residential areas will have population densities of approximately 10 units/acre and 4 units/acre, respectively. Table 1.3-1 summarizes the total number of Equivalent Residential Units (ERUs) anticipated for these land use areas based on the total acreage within the planning area. Table 1.3-1: South Kalispell Residential Population Projection Land Use Population Density1 (ERU/Acre) Area In South Kalispell2 (Acres) ERU Anticipated Population (People) Urban Residential 10 160 1,600 4,000 Suburban Residential 4 583 2,332 5,830 Total 5.3 743 3,932 9,830 1) One ERU is defined as 2.5 people. 2) Calculations exclude those areas located within the 100-year floodplain. The urban mixed use, commercial and industrial areas are anticipated to be developed similarly to existing land uses, which include large-scale dealerships/businesses with spread out infrastructure and low usage densities. Existing businesses were analyzed to determine an approximate population density for the type of land use. These estimates were determined based on past water usage, land acreage and Montana Department of Environmental Quality typical flows. Table 1.3-2 provides a summary of the density determination for these three land uses. The raw data used to determine these values is provided in Appendix A and represents a one year period in 2014-2015. Table 1.3-2: South Kalispell Existing Business Water Useage Sample Land Use Water Usage (gpd) Area (acre) Usage Density (gpd/acre) Small Commercial 1826 1.27 1438 Large Commercial 1642 8.79 187 Small Mixed Use 1749 2.59 675 Large Mixed Use 250 7.94 31 Large Industrial 353 10.60 33 Small Industrial 63 1.61 39 Total 5883 32.8 179 According to the analysis completed by HDR in the 2008 Water Facility Plan Update, the City of Kalispell uses approximately 184 gallons of water per capita per day (Section 1.6.2.4, p.1-20). Based on the above analysis, the combined population density for these three zoning categories is 0.39 ERU per acre assuming 460 gpd/ERU (2.5 people per ERU @ 184 gpd per person). Commercial developments may see a higher population given these businesses are more likely to be service oriented companies (gas stations, hotels, City of Kalispell Water & Sewer Facility Plan Update PN#15415005 3 ---PAGE BREAK--- etc.). However, the large-scale, extended dealerships drastically decrease the population density. Table 1.3-3 provides a summary of the business land-use areas and the expected service population. Table 1.3-3: South Kalispell Business Population Projection Land Use of Parcels) Population Density1 (ERU/Acre) Area In South Kalispell2 (Acres) ERU Anticipated Population (People) Commercial (19) 0.39 46 18 45 Mixed Use (27) 0.39 281 110 275 Industrial (51) 0.39 211 82 205 Total (97) 0.39 538 210 525 1) One ERU is defined as 2.5 people. 2) Calculations exclude those areas located within the 100-year floodplain. Table 1.3-4 provides a summary of the population projection for South Kalispell. Table 1.3-4: Projected South Kalispell Populations Land Use Population Density1 (ERU/Acre) Area In South Kalispell2 (Acres) ERU Anticipated Population (People) Urban Residential 10 160 1,600 4,000 Suburban Residential 4 583 2,332 5,830 Commercial 0.39 46 18 45 Mixed Use 0.39 281 110 275 Industrial 0.39 211 82 205 Total 0.39 1,281 4,142 10,355 1) One ERU is defined as 2.5 people. 2) Calculations exclude those areas located within the 100-year floodplain. 1.4 Projected Water System Demand 1.4.1 Introduction This section will use the population projections developed in the previous section to estimate the future water demand for the planning area. Although a significant portion of the South Kalispell area has already been developed, very few properties are served by the City’s water system. 1.4.2 Future Demand Forecast The future demand within the study area is dependent on the population growth and the types of establishments that develop in the commercial, industrial and mixed-use areas. The future demand forecast will be used to develop the design criteria for new infrastructure to serve South Kalispell. Based on the population projections (10,355 people), the average daily water demand for the South Kalispell area is 1.90 MGD, which includes domestic and irrigated use. Applying a peaking factor of 2.67 established in the 2008 Facility Plan Update, the peak hourly demand is anticipated to be 3,540 gpm. This represents the demand once the area is fully developed; variations will occur as residential areas are populated, business are constructed and the current population connects to the system. City of Kalispell Water & Sewer Facility Plan Update PN#15415005 4 Fire flow requirements for development in Kalispell are determined in accordance with the International Fire Code, Montana Department of Environmental Quality, and the Kalispell Fire Department. A development’s fire flow requirement is determined on factors relative to each individual development such as, building type, building size, residential/commercial/industrial use, etc. For the purpose of this facility planning document fire flow scenarios are analyzed for residential areas at 1,500 gallons per minute (gpm) and increased to 4,000 gpm for the commercial, industrial, and mixed-use areas. According to the Fire Chief, there are no existing areas within Kalispell that require fire flows in excess of 4,000 gpm. Therefore, since there are no atypical developments currently planned for South Kalispell, the ceiling limit estimates are assumed to be sufficient. ---PAGE BREAK--- 1.5 Projected Sewer System Flow 1.5.1 Introduction Similar to the previous projected water system demand, this section will use the population projections, by land-use densities corresponding to the 2030 Growth Policy, to estimate the sewer flow for South Kalispell. There is an existing sewer main extending from the Four Corners Lift Station south to the US- 93/Rocky Cliff Drive Intersection parallel to US-93 on the east side. 1.5.2 Future Flow Forecast Unlike the water demand, the future sewer flow forecast excludes any flow generated via irrigation or fire flow. The average daily flow per equivalent residential unit (ERU) for Kalispell is 265 gallons per day per the March 2008 Wastewater Facility Plan with a peak hour flow of 3.05 gallons per ERU. Having converted the commercial, industrial and mixed use population converted into residential populations (see Table 1.3-3), the anticipated number of ERUs to be sewered in the South Kalispell study area is 4,142 (see Table 1.3-4). Therefore, the average daily flow is 1.1 MGD. Applying the 3.05 peaking factor per ERU to the average daily flow, the peak hourly flow is estimated to be approximately 3.4 MGD, or 2,330 gpm. Table 1.5-1: Summary of Sanitary Sewer Flow STUDY AREA POPULATION STUDY AREA ERU AVERAGE DAILY FLOW (MGD) PEAK HOURLY FLOW (GPM) 10,355 4,142 3.4 2,330 City of Kalispell Water & Sewer Facility Plan Update PN#15415005 5 ---PAGE BREAK--- Chapter 2 - WATER DISTRIBUTION 2.1 Introduction This Chapter utilizes the information presented in Chapter 1 to analyze the future water demand and appropriately size distribution mains to serve the domestic and fire flow needs of the South Kalispell area. The purpose of the water modeling efforts was to determine the water main sizes that should be installed in the South Kalispell Study Area. The modeling was restricted to the existing distribution system, plus the proposed mains identified in Figure 2.2-1. The proposed additions would provide additional looping south of Cemetery Road, which would facilitate future growth in the area and provide for increased fire flow volumes. 2.2 Future Water Distribution Analysis 2.2.1 Distribution System Modeling Assumptions The computer modeling of the South Kalispell distribution system used or incorporated the following assumptions:  The configuration of the existing distribution system, current modeling demands, and several other operational parameters associated with the existing system function as depicted in the existing water system model provided by the City.  The configuration of the proposed water mains are as depicted in Figure 2.2-1. All elevations associated with the new mains were determined from the existing 2006 City of Kalispell Montana State Plane LiDAR survey data.  Fire flow goals were 4,000 gpm for commercial, industrial and mixed use areas and 1,500 gpm for residential areas.  The analysis focused on the sizing of the proposed water mains only. No detailed consideration was given to additional booster pumps, pressure zones, storage tanks, main replacements, or other facilities added to facilitate fire flows within the evaluation area.  The initial water level within the storage reservoirs was 1-foot above the minimum operating elevation (the bottom of the tank) on Scenario 1. This means the system wells will be “on.”  For Scenario 2, the operating elevation was 0.50-foot above the set point where the pumps cycle on, which means the system wells will be “off.”  The maximum diameter mains considered to accommodate the desired fire-flows were 24-inch diameter. Additional facilities will need to be considered if the desired flows cannot be achieved with smaller sized mains.  There were no new/additional demands (e.g. domestic usage) added within the evaluation area, aside from the fire-flow analysis.  The minimum allowable pressure during the fire flow analysis was 20-psi.  A Hazen-Williams roughness coefficient of 150 was used for all new PVC. 2.2.2 Modeling Software All modeling was completed using the existing water system model developed for the March 2008 Facility Plan Update and the 2012 model update. This model was provided by the City of Kalispell. The modeling software package utilized was the WaterCAD V8i software package distributed by Bentley. Modeling was completed in the Steady State mode with a fire flow simulation in the area of the proposed water mains. City of Kalispell Water & Sewer Facility Plan Update PN#15415005 6 ---PAGE BREAK--- 2.2.3 Modeling Results The modeling was completed utilizing the following process: 1. Complete a fire-flow analysis with variable main sizes and material to confirm the desired fire flows can be achieved. 2. Increase main sizes incrementally and re-run the fire-flow analysis until the desired fire flows are achieved, up to 24-inch mains. The following scenarios were considered for the modeling:  Scenario 1 – Tanks near empty (3058’) with the source water pumps turned on to fill the reservoirs.  Scenario 2 – Tanks near full (3074’) with the source water pumps turned off. 2.2.4 Water Main Extension Evaluation The initial fire flow analysis included a combination of new 8-inch, 10-inch, 12-inch, and 16-inch PVC mains in the evaluation area. This sizing is based on the anticipated development in the area and engineering judgement. The corresponding sizes and desired fire flow rates are as presented in Figure 2.2-1. Main extensions were sited in strategic locations within the service area to meet City standards, minimize dead-ends and facilitate looping while serving existing subdivisions and future development areas. As development occurs, water mains should be extended and looped as necessary from those mains depicted in this report to meet the demands of the new developments. The 2008 Water Facility Plan Update included provisions for the addition of a 1.5 MG storage tank located on Rocky Cliff Drive to serve the South Kalispell area. Modeling took into account only present day conditions and therefore, did not account for this tank being incorporated into the water system. 2.2.4.1 Scenario 1 Based on the results of the initial analysis and corresponding main sizing, at least 1,500-gpm fire flows can be achieved for those areas with a 1,500-gpm goal; however, a fire-flow of 4,000-gpm cannot be achieved for those areas with a 4,000-gpm goal. Therefore, the main sizes were incrementally increased to determine if the 4,000 gpm goal could be achieved. As shown in Table 2.2-1, the 4,000-gpm fire flow goal cannot be achieved through increasing the size of the proposed mains alone. Modeling shows a minimal increase in available fire flows when comparing the initial sizing to the “all 24-inch mains” results. City of Kalispell Water & Sewer Facility Plan Update PN#15415005 7 ---PAGE BREAK--- W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W OSS1 OSS2 OSS1_PMP OSS2_PMP 431 432 IP9301 IP9302 IP9303 IP9304 IP9305 IP9306 IP9307 IP9308 IP9309 IP9310 OSS100 OSS101 OSS102 OSS103 OSS108 OSS104 OSS105 OSS106 J-348 J-349 J-378 J-379 J-380 J-381 J-382 J-383 J-384 J-385 J-386 J-387 J-388 J-389 J-390 J-391 J-395 J-392 J-394 W W J-393 Apr 21, 2016 - 3:22pm - P:\CITIES\City of Kalispell\15415005 KalispellDeveloperExtensionTechnicalServices\01_Pre-Design\05_Exhibits\Water Layout.dwg (Figure 2.2-1) PROJECT NO: REVIEWED BY: DRAFTED BY: ISSUE DATE: 04/2016 15415005 ADE PNP 500 0 500 1000 SCALE FEET MIXED USE (MU) SUBURBAN RESIDENTIAL (SR) COMMERCIAL INDUSTRIAL CITY PROPERTY URBAN RESIDENTIAL (UR) WATER MODELING MAIN SIZING CITY OF KALISPELL WATER & SEWER FACILITY PLAN UPDATE FIGURE 2.2-1 U.S. HIGHWAY 93 US-93 BYPASS ASHLEY CREEK CEMETERY ROAD WILLOW GLEN DRIVE LOWER VALLEY ROAD LOWER VALLEY ROAD ROCKY CLIFF DRIVE FOYS BEND LANE DEMERSVILLE ROAD 12" PVC (1500 GPM FIRE FLOW GOAL) EX. 18" PVC EXISTING WATER MAIN (TYP.) 18" PVC 10" PVC (1500 GPM FIRE FLOW GOAL) 8" PVC WATER MODEL NODE J-382 12" PVC (1500 GPM FIRE FLOW GOAL) 12" PVC (4000 GPM FIRE FLOW GOAL) 16" PVC (4000 GPM FIRE FLOW GOAL) 10" PVC (1500 GPM FIRE FLOW GOAL) PROPOSED WATERMAIN W W EXISTING WATERMAIN FUTURE WATERMAIN FUTURE TANK NET 2008 FPU FUTURE 12" PVC FUTURE 18" PVC 8" PVC (1500 GPM FIRE FLOW GOAL) 8" PVC (1500 GPM FIRE FLOW GOAL) 8" PVC (1500 GPM FIRE FLOW GOAL) 16" PVC (4000 GPM FIRE FLOW GOAL) 8" PVC (1500 GPM FIRE FLOW GOAL) 12" PVC ---PAGE BREAK--- Table 2.2-1: Scenario 1 Modeling Results JUNCTION ID AVAILABLE FIRE FLOW W/INITIAL SIZING (GPM) AVAILABLE FIRE FLOW W/ALL 24-INCH MAINS (GPM) FIRE FLOW GOAL (GPM) J-378 >3,000 >3,000 1,500 J-379 >3,000 >3,000 1,500 J-380 >3,000 >3,000 1,500 J-381 3,284 3,301 4,000 J-382 3,248 3,299 4,000 J-383 3,156 3,293 4,000 J-384 3,276 3,301 4,000 J-385 2,881 >3,000 1,500 J-386 >3,000 >3,000 1,500 J-387 >3,000 >3,000 1,500 J-388 3,297 3,302 4,000 J-389 2,528 >3,000 1,500 J-390 3,007 3,126 4,000 J-391 3,285 3,301 4,000 J-392 2,388 >3,000 1,500 J-393 2,975 >3,000 1,500 J-394 >3,000 >3,000 1,500 J-395 3,240 3,302 4,000 2.2.4.2 Scenario 2 Similar to Scenario 1, the fire-flow can be achieved based on the initial sizing for all areas with a 1,500- gpm goal. However, the desired fire-flow cannot be achieved for those areas with a 4,000-gpm goal. Therefore, the main sizes were incrementally increased to determine if the 4,000 gpm goal could be achieved. Table 2.2-2 summarizes the Scenario 2 modeling results. City of Kalispell Water & Sewer Facility Plan Update PN#15415005 9 ---PAGE BREAK--- Table 2.2-2: Scenario 2 Modeling Results JUNCTION ID AVAILABLE FIRE FLOW (GPM) W/ INITIAL SIZING AVAILABLE FIRE FLOW (GPM) W/ALL 24-INCH MAINS FIRE FLOW GOAL (GPM) J-378 1,838 1,853 1,500 J-379 1,837 1,853 1,500 J-380 1,837 1,853 1,500 J-381 1,836 1,853 4,000 J-382 1,829 1,852 4,000 J-383 1,804 1,851 4,000 J-384 1,835 1,853 4,000 J-385 1,718 1,848 1,500 J-386 1,848 1,853 1,500 J-387 1,847 1,853 1,500 J-388 1,847 1,853 4,000 J-389 1,829 1,853 1,500 J-390 1,842 1,853 4,000 J-391 1,839 1,853 4,000 J-392 1,787 1,853 1,500 J-393 1,843 1,853 1,500 J-394 1,846 1,853 1,500 J-395 1,846 1,853 4,000 Based on the modeling results, the desired fire flows cannot be achieved without consideration to other facility improvements. The most likely options to facilitate higher available flow rates at the south end of the pressure zone are as follows: 1. New/Larger Mains – Available fire flows could be increased through upsizing of existing mains or installation of parallel mains from the existing storage tanks to the area of interest. This solution would require a significant amount of new transmission main to extend from the storage reservoirs to the area of interest and is fiscally impractical. 2. New Pump Station – A new pump station could be constructed to serve the south end of the pressure zone. The pump station would require the installation of check valves (or other flow direction controls) upstream and would likely only be utilized during emergency conditions. If additional looping is possible from the area of interest back towards Highway 2 along the US-93 Bypass, additional flow direction controls may be necessary for proper function of an emergency pump station. There is also a possibility of creating a new pressure zone altogether. This option would require significant analysis to determine its feasibility. Such analysis is outside the scope of this report. 3. New Storage Tank – The construction of a new storage tank at the south end of the pressure zone, which is in support of the 2008 Facility Plan Update, is expected to increase the available fire flow and provide more redundancy within the distribution system. Land availability, long-term growth plans, additional modeling, and capital costs should be considered before moving forward with any solutions to achieve the desired fire flows within the area of interest. It is likely several long-term concerns could be addressed through some front-end planning and analysis. 2.2.4.3 Alternative Sizing Considerations Because the area of interest is relatively close to the source water wells, but relatively far from the storage tanks, Scenario 2 is the “worst-case” scenario and will govern this evaluation. While the fire flow goal of 4,000 gpm is not attainable with the current system, there may be a tank or other City of Kalispell Water & Sewer Facility Plan Update PN#15415005 10 ---PAGE BREAK--- improvement to the system to allow for the 4,000 gpm fire flow in the future. The mains should be sized to allow for this fire flow. A maximum velocity of no greater than 10-fps under fire-flow conditions is recommended in cases of proposed mains.1 For a 4,000-gpm fire-flow (without a significant domestic demand), a velocity of approximately 5.7-fps is achieved when flowing through a 12-inch looped main assuming exactly half of the flow comes from each branch of the loop. Fire flows rarely split exactly in half, so one branch typically sees increased velocity. Using 12-inch mains helps ensure velocities do not exceed 10-fps in the branch carrying the higher flow. As a result, a 12-inch main is the minimum diameter recommended for any areas with a desired fire-flow of 4,000-gpm. The cost-difference for the installation of a 12-inch main is relatively minor to that of a 10-inch or 8-inch main. Mains smaller than 8-inches are not recommended for new developments with minimum 1,500- gpm fire-flows. Additionally, if the proposed mains have the potential to be used as the “skeleton” or “core” of a future development area, a minimum main sizing of 12-inch is recommended. However, the development at the eastern extents of the model (south of Lower Valley Road between J-378 and J-394) can be served by 8-inch mains as long as the fire flow goal remains 1,500 gpm and the mains are not anticipated to be serving future developments with large demands/fire-flows. Because of the above considerations, each of the proposed mains identified in Figure 2.2-2 should be at least 12-inches in diameter, except where 8-inch is noted to be acceptable. The model was run with 8- inch and 12-inch mains as depicted in the figure. The available fire flow resulting from the proposed mains are as provided in the table below. 1 Comprehensive Water Distribution Systems Analysis Handbook, Second Edition, Boulos/Lansey/Karney, page 7-34 City of Kalispell Water & Sewer Facility Plan Update PN#15415005 11 ---PAGE BREAK--- W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W OSS1 OSS2 OSS1_PMP OSS2_PMP 431 432 IP9301 IP9302 IP9303 IP9304 IP9305 IP9306 IP9307 IP9308 IP9309 IP9310 OSS100 OSS101 OSS102 OSS103 OSS108 OSS104 OSS105 OSS106 J-348 J-349 J-378 J-379 J-380 J-381 J-382 J-383 J-384 J-385 J-386 J-387 J-388 J-389 J-390 J-391 J-395 J-392 J-394 W W J-393 Apr 21, 2016 - 3:23pm - P:\CITIES\City of Kalispell\15415005 KalispellDeveloperExtensionTechnicalServices\01_Pre-Design\05_Exhibits\Water Layout.dwg (Figure 2.2-2) PROJECT NO: REVIEWED BY: DRAFTED BY: ISSUE DATE: 04/2016 15415005 ADE PNP 500 0 500 1000 SCALE FEET MIXED USE (MU) SUBURBAN RESIDENTIAL (SR) COMMERCIAL INDUSTRIAL CITY PROPERTY URBAN RESIDENTIAL (UR) PROPOSED WATER MAINS SOUTH KALISPELL WATER & SEWER FACILITY PLAN UPDATE FIGURE 2.2-2 U.S. HIGHWAY 93 US-93 BYPASS ASHLEY CREEK CEMETERY ROAD WILLOW GLEN DRIVE LOWER VALLEY ROAD LOWER VALLEY ROAD ROCKY CLIFF DRIVE FOYS BEND LANE DEMERSVILLE ROAD 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC EX. 18" PVC EXISTING WATER MAIN (TYP.) EX. 18" PVC EX. 10" PVC EX. 8" PVC WATER MODEL NODE J-382 FIRE FLOWS - AT NODE 0 - 1,499 1,500 - 3,000 3,001 - 4,000 4,001 - 5,000 5,001 - 10,000 FUTURE 12" PVC FUTURE 18" PVC PROPOSED WATERMAIN W W EXISTING WATERMAIN FUTURE WATERMAIN 8" PVC 8" PVC 12" PVC 12" PVC 12" PVC ---PAGE BREAK--- Table 2.2-3: Scenario 2 12-Inch Main Sizing Recommendation JUNCTION ID AVAILABLE FIRE FLOW (GPM) W/12-INCH MAIN FIRE FLOW GOAL (GPM) INCREASE IN FIRE FLOW (GPM) W/24-INCH MAINS PERCENT INCREASE IN FIRE FLOW W/24-INCH MAINS J-378 1,846 1,500 7 0.38% J-379 1,845 1,500 8 0.43% J-380 1,845 1,500 8 0.43% J-381 1,845 4,000 8 0.43% J-382 1,833 4,000 19 1.04% J-383 1,783 4,000 68 3.81% J-384 1,845 4,000 8 0.43% J-385 1,700 1,500 N/A, Fire Flow Goal Achieved J-386 1,845 1,500 N/A, Fire Flow Goal Achieved J-387 1,851 1,500 N/A, Fire Flow Goal Achieved J-388 1,851 4,000 2 0.11% J-389 1,828 1,500 N/A, Fire Flow Goal Achieved J-390 1,848 4,000 5 0.27% J-391 1,846 4,000 7 0.38% J-392 1,788 1,500 N/A, Fire Flow Goal Achieved J-393 1,848 1,500 N/A, Fire Flow Goal Achieved J-394 1,850 1,500 N/A, Fire Flow Goal Achieved J-395 1,850 4,000 3 0.16% In order to determine whether or not larger mains would yield increased fire flow, the size of the proposed mains was increased to 24-inch in the model. The increase in fire flow was determined to be negligible. The largest increase was at junction J-383 and was less than The remainder of the system saw an increase of 1% or less. Increasing the size of the mains beyond 12-inch would not result in an adequate return on investment. Therefore, 8-inch and 12-inch mains are appropriate for all of the proposed mains. 2.2.5 Conclusions The analysis indicates the planning area can expect minimum available fire flows between 1,700-gpm and 1,900-gpm regardless of the sizing combinations that were modeled. The residential land-use segments requiring 1,500-gpm can be serviced with the proposed mains. However, areas analyzed for 4,000-gpm fire flows will require an alternative solution to meet the demands of the development if fire flows greater than 1,900 gpm are required. The fire flow values provided in this facility plan update should be considered for planning only and individual developments shall be analyzed independently in accordance with the International Fire Code. Based on the additional analysis completed, there is a negligible difference in available flows between 12-inch and 24-inch mains. Due to the additional costs and minimal benefit associated with 24-inch diameter mains, 8-inch and 12-inch PVC mains are recommended for this area. However, based on typical velocity limitations, the 12-inch mains are expected to accommodate future expansion while keeping fiscal responsibility at the forefront. For a commercial, industrial, and mixed-use development requiring fire flows greater than what the model estimated, additional fire suppression management interior to the development may be utilized. Layout of the main extensions shown in Figure 2.2-2 was developed to loop existing and proposed mains to provide more reliable flows and pressures. This effectively minimized the number of dead-end mains in keeping with the City’s standards. Dead-end mains depicted should be looped as development occurs. City of Kalispell Water & Sewer Facility Plan Update PN#15415005 13 ---PAGE BREAK--- 2.2.5.1 Future Recommendation Based on modeling results, if there is a desire for the City to provide fire flows greater than 1,900 gpm for the entire South Kalispell Study Area, systemic changes will be needed such as upsizing existing mains, adding parallel mains, adding a new booster station, or adding a new storage tank. Such large changes to this pressure zone must be analyzed in further detail before they could be implemented. A Kalispell South Water System Master Plan would be necessary to evaluate which if any of these options is viable and to determine which is in the best interests of the City. City of Kalispell Water & Sewer Facility Plan Update PN#15415005 14 ---PAGE BREAK--- Chapter 3 - WASTEWATER COLLECTION 3.1 Introduction This Chapter will identify strategic locations for constructing the main components of a new sanitary collection system. The proposed sewer system flow established in Chapter 1 will serve as the basis for sizing the proposed sewer mains. Table 3.1-1: Summary of Sanitary Sewer Flow STUDY AREA POPULATION STUDY AREA ERU AVERAGE DAILY FLOW (MGD) PEAK HOURLY FLOW (GPM) 10,355 4,142 3.4 2,330 3.2 Sewer Collection System Summary The topography of South Kalispell is the key factor in locating proposed collection system infrastructure. The area was studied to identify and maximize the locations that could be served via gravity sewer and those that would require a lift station. Highway US-93 splits the project area into east and west regions and each region was delineated into smaller sewer service areas. These areas are depicted in Figure 3.2-1 and Figure 3.2-2 and include the contributing land use, area and the general gradient. Utilizing the delineations of the sewer service areas, locations of main sewer collectors were identified. Each service area will connect to the appropriate gravity collectors via gravity sewer or local lift station and force main. For example, the topography of S-W-10 generally drains south and west toward Ashley Creek and the US-93 Bypass. It is anticipated that this area can be served by gravity mains ultimately being collected in a main adjacent to the US-93 Bypass. Service area S-W-5 also flows south and west toward Ashley Creek. However, this area will require a local lift station to convey wastewater to a northerly gravity main ultimately discharging into the existing City lift station at Ashley Creek and US- 93. Table 3.2-1 summarizes the population to be served by each service area. City of Kalispell Water & Sewer Facility Plan Update PN#15415005 15 ---PAGE BREAK--- Table 3.2-1: Summary of Service Area Population SERVICE AREA SR (ACRES) UR (ACRES) C (ACRES) I (ACRES) MU (ACRES) CP2 (ACRES) POPULATION1 ERU4 S-W-1 57.0 570 228 S-W-2 39.8 39 16 S-W-3 19.7 19 8 S-W-4 61.3 0.6 628 251 S-W-5 76.0 18.7 1228 491 S-W-6 16.1 16 6 S-W-7 14.8 55.6 424 170 S-W-8 37.6 940 376 S-W-9 12.7 6.1 61.0 2.2 383 153 S-W-10 56.7 7.2 1418 567 S-W-11 18.8 31.1 470 188 S-W-12 16.1 8.3 24 10 S-E-1 19.0 52.7 242 97 S-E-2 52.0 98.8 617 246 S-E-3 2.3 107.9 108 43 S-E-4 17.3 17 7 S-E-5 60.4 3.8 32.1 639 256 S-E-6 72.2 722 289 S-E-7 7.8 78 31 S-E-8 116.6 1166 466 S-E-9 60.7 607 243 Total 583.0 159.9 45.6 211.0 281.0 40.5 10,355 4142 1. Population = [4SR+10UR+0.39C+0.39I+0.39MU] x 2.5 2. City Property is considered undevelopable and therefore, does not contribute to any future population/flows. 3. SR = Suburban Residential, UR = Urban Residential, C = Commercial, I = Industrial, MU = Mixed Use, CP = City Property 4. One ERU is defined as 2.5 people. City of Kalispell Water & Sewer Facility Plan Update PN#15415005 16 ---PAGE BREAK--- Apr 21, 2016 - 3:17pm - P:\CITIES\City of Kalispell\15415005 KalispellDeveloperExtensionTechnicalServices\01_Pre-Design\05_Exhibits\Sewer Layout.dwg (Figure 3.2-1) PROJECT NO: REVIEWED BY: DRAFTED BY: ISSUE DATE: 04/2016 15415005 ADE PNP 400 0 400 800 SCALE FEET S-W-2 39.8 AC I MIXED USE (MU) SUBURBAN RESIDENTIAL (SR) COMMERCIAL INDUSTRIAL S-W-1 57.0 AC SR S-W-3 19.7 AC I S-W-6 16.1 AC MU S-W-4 61.3 AC SR 0.6 AC UR S-W-5 76.0 AC SR 18.7 AC UR S-W-7 14.8 AC UR 55.6 AC MU S-W-8 37.6 AC UR S-W-10 56.7 AC UR 7.2 AC CP S-W-11 18.8 AC UR 31.1 AC CP S-W-9 61.0 AC MU 12.7 AC UR 6.1 AC C 2.2 AC CP S-W-12 16.1 AC C 8.3 AC MU CITY PROPERTY (CP) URBAN RESIDENTIAL (UR) PROPOSED WEST SEWER SERVICE AREAS CITY OF KALISPELL WATER & SEWER FACILITY PLAN UPDATE FIGURE 3.2-1 US-93 BYPASS U.S. HIGHWAY 93 ASHLEY CREEK ROCKY CLIFF DRIVE FLOW GRADIENT ---PAGE BREAK--- Apr 21, 2016 - 3:18pm - P:\CITIES\City of Kalispell\15415005 KalispellDeveloperExtensionTechnicalServices\01_Pre-Design\05_Exhibits\Sewer Layout.dwg (Figure 3.2-2) PROJECT NO: REVIEWED BY: DRAFTED BY: ISSUE DATE: 04/2016 15415005 ADE PNP 400 0 400 800 SCALE FEET S-E-8 116.6 AC SR S-E-6 72.2 AC SR S-E-1 52.7 AC I 19.0 AC SR S-E-2 52.0 AC SR 98.8 AC I S-E-3 107.9 AC MU 2.3 AC C S-E-5 60.4 AC SR 32.1 AC MU 3.8 AC C S-E-4 17.3 AC C S-E-9 60.7 AC SR MIXED USE (MU) SUBURBAN RESIDENTIAL (SR) COMMERCIAL INDUSTRIAL PROPOSED EAST SEWER SERVICE AREAS CITY OF KALISPELL WATER & SEWER FACILITY PLAN UPDATE FIGURE 3.2-2 U.S. HIGHWAY 93 LOWER VALLEY ROAD LOWER VALLEY ROAD FOYS BEND LANE DEMERSVILLE ROAD FLOW GRADIENT S-E-7 7.8 AC SR ---PAGE BREAK--- 3.3 Future Sewer Flow Analysis 3.3.1 Collection System Evaluation Criteria In order to size the proposed mains and verify that the existing main running along the east side of US- 93 can accept additional sewer flows, the anticipated population for each service area is converted to ERUs in accordance with the 2008 Wastewater Facility Plan. The peak hourly flow for each service area was determined using a 3.05 peaking factor. All sewer mains were sized with a 1.2 factor of safety and assumed that minimum slope values would be used during design, therefore, serving as a conservative estimate of flow capacity. 3.3.2 Sewer Main Extension Evaluation 3.3.2.1 West Sewer Service Area Generally, the west service area drains north to south and is split into three smaller regions by the US- 93 Bypass and Ashley Creek. Figure 3.3-1 identifies the ERUs and peak flow anticipated from each service area and depicts the proposed sewer main locations and sizing that will serve each area. Several of the service areas can be served by a local lift station, which could pump up to one of the proposed gravity mains. Proposed locations of gravity mains, force mains, and lift stations are utilized as a basis for planning established on the best available data at the time, engineering design practices, and existing development conditions. Exact locations of the utilities will be determined at the time of development and the City will ensure sound engineering practices are applied which meet City and State Standards, Regulations, and Policies. Table 3.3-1 summarizes the service areas’ ERUs, peak flows and sewer main(s) collecting flow from the area. Table 3.3-1: West Service Area Hydraulic Summary SERVICE AREA ERUs PEAK RECEIVING MAINS FLOW1 (GPM) RECEIVING LIFT STATION LS-AC2 S-W-2 LS-AC2 LS-AC2 S-W-4 251 141 LS-SW4 to LS-AC2 S-W-5 491 276 LS-SW5 to LS-AC2 S-W-6 6 4 LS-AC2 S-W-7 170 95 LS-AC2 S-W-8 376 211 LS-AC2 S-W-9 153 86 LS-AC2 S-W-10 567 318 LS-AC2 S-W-11 188 106 LS-SW11 to LS-AC2 S-W-12 10 5 SM-1 SM-1 SM-1 SM-2B to SM-2A SM-2C to SM-2B to SM-2A SM-2B to SM-2A SM-2D to SM-2B to SM-2A SM-2C to SM-2B to SM-2A SM-3C to SM-3A to SM-2A SM-3B to SM-3A to SM-2A SM-3C to SM-3A to SM-2A SM-4 Ex. Four Corners LS 1. Peak Flow = ERU x 265 gpd x 3.05 ÷ 24 hours/day ÷ 60 minutes/hour 2. LS-AC = Existing Ashley Creek Lift Station Two US-93 crossings at Ashley Creek and Rocky Cliff Drive would be necessary to avoid the construction of a new regional lift station. These crossings could connect to the existing 12” and 15” gravity mains on the east side of US-93, which have sufficient capacity to accept additional flows. Table 3.3-2 provides a summary of the proposed sewer main sizes and anticipated gravity flow. City of Kalispell Water & Sewer Facility Plan Update PN#15415005 19 S-W-3 S-W-1 228 16 8 128 9 4 ---PAGE BREAK--- Table 3.3-2: Summary of West Sewer Main Sizing PROPOSED SEWER MAIN CONTRIBUTING ERUs CONTRIBUTING SERVICE AREA PEAK FLOW (GPM) SEWER MAIN SIZE (INCHES) DISCHARGE LOCATION SM-1 252 1,2,3 141 121 Ex. 15” Main @ Rocky Cliff Drive SM-2A 2202 4,5,6,7,8,9,10,11 1237 18 Ex. Ashley Creek LS SM-2B 1294 4,5,6,7,8 727 15 SM-2A SM-2C 867 5,8 487 12 SM-2B SM-2D 170 7 95 8 SM-2B SM-3A 908 9,10,11 510 12 SM-2A SM-3B 567 10 318 8 SM-3A SM-3C 341 9,11 192 8 SM-3A SM-4 10 12 5 8 Ex. Four Corners LS 1. Main has been upsized from 8” to 12” as there is potential to receive additional flows from areas west of Ashley Creek. City of Kalispell Water & Sewer Facility Plan Update PN#15415005 20 ---PAGE BREAK--- LS LS LS LS LS LS FM FM FM FM FM FM LS FM FM FM FM FM FM FM FM FM FM LS FM FM FM FM FM FM FM F FM Apr 21, 2016 - 3:21pm - P:\CITIES\City of Kalispell\15415005 KalispellDeveloperExtensionTechnicalServices\01_Pre-Design\05_Exhibits\Sewer Layout with Piping.dwg (Figure 3.3-1) PROJECT NO: REVIEWED BY: DRAFTED BY: ISSUE DATE: 04/2016 15415005 ADE PNP 400 0 400 800 SCALE FEET S-W-2 16 ERU 9 GPM MIXED USE (MU) SUBURBAN RESIDENTIAL (SR) COMMERCIAL INDUSTRIAL S-W-1 228 ERU 128 GPM S-W-3 8 ERU 4 GPM S-W-6 6 ERU 4 GPM S-W-4 251 ERU 141 GPM S-W-5 491 ERU 276 GPM S-W-7 170 ERU 95 GPM S-W-8 376 ERU 211 GPM S-W-10 567 ERU 318 GPM S-W-11 188 ERU 106 GPM S-W-9 153 ERU 86 GPM S-W-12 10 ERU 5 GPM CITY PROPERLY (UNDEVELOPED) URBAN RESIDENTIAL (UR) PROPOSED 8" GRAVITY SEWER PROPOSED JUNCTION SM-1 12" MAIN 252 ERU 141 GPM SM2B 15" MAIN 1294 ERU 727 GPM SM-2D 8" MAIN 170 ERU 95 GPM SM-2C 12" MAIN 867 ERU 487 GPM SM-3A 12" MAIN 908 ERU 510 GPM SM-3C 8" MAIN 341 ERU 192 GPM SM-3B 8" MAIN 567 ERU 318 GPM EX. 15" MAIN 1123 GPM CAPACITY EX. 12" MAIN 3182 GPM CAPACITY EX. 12" MAIN 750 GPM CAPACITY EX. 15" MAIN 1787 ERU EX. ASHLEY CREEK LIFT STATION FM EXISTING 6" FORCEMAIN WEST SERVICE AREA SEWER MAIN LOCATIONS CITY OF KALISPELL WATER & SEWER FACILITY PLAN UPDATE FIGURE 3.3-1 EX. FOUR CORNERS LIFT STATION SM-2A 18" MAIN 2202 ERU 1237 GPM SM-4 8" MAIN 10 ERU 5 GPM US-93 BYPASS U.S. HIGHWAY 93 ASHLEY CREEK ROCKY CLIFF DRIVE CEMETERY ROAD SERVICE AREA BOUNDARIES PROPOSED 12" GRAVITY SEWER PROPOSED 15" GRAVITY SEWER PROPOSED FORCEMAIN REGIONAL LIFT STATION LS LS LOCAL LIFT STATION LS - S-W-4 LS - S-W-5 EX. 6" FORCEMAIN LS - S-W-11 EXISTING GRAVITY SEWER PROPOSED 18" GRAVITY SEWER LS - S-W-3 ---PAGE BREAK--- 3.3.2.2 East Sewer Service Area The east region is also divided into three smaller service areas with two situated adjacent to US-93, split by Ashley Creek. The third area is located east of a southeasterly running drainage located approximately 1,000 feet east of US-93 and south of Lower Valley Road. Figure 3.3-2 identifies the ERUs and peak flow anticipated from each service area and depicts the proposed sewer main locations and sizing to serve each area. Proposed locations of gravity mains, force mains, and lift stations are utilized as a basis for planning established on the best available data at the time, engineering design practices, and existing development conditions. Exact locations of the utilities will be determined at the time of development and the City will ensure sound engineering practices are applied which meet City and State Standards, Regulations, and Policies. Table 3.3-3 summarizes the service areas’ ERUs, peak flows and sewer main(s) collecting flow from the area. Table 3.3-3: East Service Area Hydraulic Summary SERVICE AREA ERUs PEAK FLOW1 (GPM) RECEIVING MAINS RECEIVING LIFT STATION S-E-1 97 54 SM-5 to Ex. 15” Main (South) Ex. LS-AC2 S-E-2 246 138 Ex. 15” Main (South) Ex. LS-AC2 S-E-3 43 24 Ex. 12” Main Ex. LS-AC2 S-E-4 7 4 Ex. 15” Main (North) Ex. Four Corners LS S-E-5 256 143 SM-6 New Demersville LS S-E-6 289 162 SM-6A New Demersville LS S-E-7 31 18 SM-7 LS-SE7 to Demersville LS S-E-8 466 262 SM-7 LS-SE8 to Demersville LS S-E-9 243 136 SM-6B LS-SE9 to Demersville LS 1. Peak Flow = ERU x 265 gpd x 3.05 ÷ 24 hours/day ÷ 60 minutes/hour 2. LS-AC = Existing Ashley Creek Lift Station The existing Ashely Creek regional lift station located at US-93 and Ashley Creek serves the areas adjacent to US-93 by receiving wastewater flows from an existing 12” main from the north and an existing 15” main from the south. Two 6-inch force mains convey wastewater from the lift station to an existing 15” main which discharges to the existing Four Corners Lift Station. A new regional lift station sited at the south boundary of Service Area S-E-6 at Demersville Road could serve the residential area south and west of Lower Valley Road. The Demersville Lift Station would need to be located on the east side of the road to be located out of the 100-year floodplain. As all of these service areas require a local lift station, the site of the proposed Demersville Lift Station is centrally located to serve all of the contributing areas, minimizing the length of small diameter force mains. Table 3.3-4 provides a summary of the proposed sewer main sizes and anticipated gravity flow. Table 3.3-4: Summary of East Sewer Main Sizing SEWER MAIN CONTRIBUTING ERUs CONTRIBUTING SERVICE AREA PEAK FLOW (GPM) SEWER MAIN SIZE (INCHES) DISCHARGE LOCATION 97 1 54 121 Ex. 15” (South) EX. 15” (S)2 1,2 192 15 Ex. LS-AC EX. 12” 43 3 24 12 Ex. LS-AC EX. 15” (N)3 7 4 4 15 Ex. Four Corners LS SM-6A 545 5,6 305 125 New Demersville LS SM-6B 243 9 136 8 New Demersville LS 186 7,8 105 8 LS-SE8 to Demersville LS 1. Main has been upsized from 8” to 12” as there is potential to receive additional flows from areas south of Auction Road. 2. Ex. 15” extends north from Old School Station to the Ex. Ashely Creek Lift Station. 3. Ex. 15” extends north from approximately 1500’ south of Lower Valley Road to the Ex. Four Corners Lift Station. 4. It is estimated that a third of the contributing S-E-8 ERUs will discharge directly to SM-7. The remaining two-thirds will collect at S-E-8 via other local mains. 5. Main has been upsized from 10” to 12” as there is potential to receive additional flows from north of Lower Valley Road. City of Kalispell Water & Sewer Facility Plan Update PN#15415005 22 SM-5 SM-74 ---PAGE BREAK--- LS LS LS LS LS FM FM FM FM FM FM LS LS FM FM FM LS FM FM FM FM FM FM FM FM FM FM FM FM FM Apr 21, 2016 - 3:20pm - P:\CITIES\City of Kalispell\15415005 KalispellDeveloperExtensionTechnicalServices\01_Pre-Design\05_Exhibits\Sewer Layout with Piping.dwg (Figure 3.3-2) PROJECT NO: REVIEWED BY: DRAFTED BY: ISSUE DATE: 04/2016 15415005 ADE PNP 400 0 400 800 SCALE FEET S-E-8 466 ERU 262 GPM S-E-6 289 ERU 162 GPM S-E-1 97 ERU 54 GPM S-E-2 246 ERU 138 GPM S-E-3 43 ERU 24 GPM S-E-5 256 ERU 143 GPM S-E-4 7 ERU 4 GPM S-E-9 243 ERU 136 GPM MIXED USE (MU) SUBURBAN RESIDENTIAL (SR) COMMERCIAL INDUSTRIAL PROPOSED JUNCTION REGIONAL LIFT STATION LS SM-5 12" MAIN 97 ERU 54 GPM EX. 15" MAIN 1123 GPM CAPACITY EX. 12" MAIN 3182 GPM CAPACITY EX. 12" MAIN 750 GPM CAPACITY EX. 15" MAIN 1787 GPM EAST SERVICE AREA SEWER MAIN LOCATIONS CITY OF KALISPELL WATER & SEWER FACILITY PLAN UPDATE FIGURE 3.3-2 EX. ASHLEY CREEK LIFT STATION U.S. HIGHWAY 93 LOWER VALLEY ROAD LOWER VALLEY ROAD FOYS BEND LANE DEMERSVILLE ROAD ROCKY CLIFF DRIVE EXISTING GRAVITY SEWER SERVICE AREA BOUNDARIES PROPOSED 12" GRAVITY SEWER PROPOSED 15" GRAVITY SEWER PROPOSED 18" GRAVITY SEWER S-E-7 31 ERU 18 GPM LS LOCAL LIFT STATION PROPOSED 8" GRAVITY SEWER SM-6A 12" MAIN SM-7 8" MAIN SM-6B 8" MAIN LS - S-E-8 LS - S-E-9 LS - S-E-7 PROPOSED FORCEMAIN FM EXISTING 6" FORCEMAIN FM EX. 6" FORCEMAIN EX. 10" GRAVITY MAIN ---PAGE BREAK--- There appears to be sufficient capacity in the existing 12” main to receive additional flows from the west region north of the US-93 Bypass, which would account for 510 gpm (SM-3A). A more conservative approach was taken to site the crossing south at Ashley Creek and thus serve businesses that front US-93 and discharge into a portion of the main with significantly more capacity. It may be more cost effective to construct an additional crossing at the US-93/US-93 Bypass intersection versus installing an additional 3,000 lineal feet of 12” sewer main. 3.3.3 Conclusions The focus of this facility plan update with regard to the collection was on the system’s ability to serve the anticipated growth of the South Kalispell planning area. Based on the projected development and flows, the existing infrastructure previously constructed along US-93 to serve the area has sufficient capacity to sustain additional growth. The planning area has decreased to encompass a smaller but still significant area. Most regions can be served with gravity sewers. However, topographic constraints still warrant the installation of six local lift stations and one larger regional lift station. More extensive analysis may indicate that future lift stations may not be necessary, and the City should work with developers to exclude lift stations whenever feasible. 3.3.3.1 Future Recommendations Construction of new infrastructure is only necessary to the extent that new development moves into the area. It is anticipated that most new growth will occur along the US-93 corridor and expand outward. The core system infrastructure is already in-place on the east side of US-93. Therefore, the City’s focus on serving future development should be directed at the west side of US-93. As previously indicated, it may be possible to collect wastewater from the area north of the US-93 Bypass and convey it directly across US-93 at the Bypass intersection. As proposed development through the region occurs, it is recommended that an evaluation of this crossing location and a cost estimate associated with constructing the new gravity main be developed. If growth continues to materialize in this area, the City could work with development, through the extension of services policy, to connect existing facilities. City of Kalispell Water & Sewer Facility Plan Update PN#15415005 24 ---PAGE BREAK--- Appendix A: Existing Water Usage Data City of Kalispell Water & Sewer Facility Plan Update PN#15415005 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:01 ub641_pg.php/Job No: 10160 Page 1 of 3 USER: WTR1 Account Number: 41308 / Name: JOHN AMISTOSO / Billing Address: 2525 N Monroe ST, Spokane, WA 99205 Location Code: 8000-3075 / Service Address: FREDS APPLIANCE / 3075 Hwy 93 S, Kalispell, MT 59901 Transactions From: 08.06.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details Payment 06.29.2015 06.29.2015 556.35 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 361.04 0.00 06.19.2015 07.17.2015 CHARGE WA-0 189.96 0.00 06.19.2015 07.17.2015 CHARGE MR-0 5.35 0.00 06.19.2015 07.17.2015 CHARGE Cycle Bill 06.19.2015 04.03.2015 06.02.2015 07.17.2015 06.19.2015 556.35 0.00 0.00 0.00 556.35 556.35 Run: 7868 / No: 10 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 5.35 0.00 CHARGE 61 SW-0 361.04 0.00 CHARGE 04.01.2015 06.01.2015 61 547 619 72 0 WA-0 189.96 0.00 CHARGE 04.01.2015 06.01.2015 61 547 619 72 0 Payment 05.14.2015 05.14.2015 58.86 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 31.22 0.00 04.21.2015 05.15.2015 CHARGE WA-0 22.29 0.00 04.21.2015 05.15.2015 CHARGE MR-0 5.35 0.00 04.21.2015 05.15.2015 CHARGE Cycle Bill 04.21.2015 02.03.2015 04.02.2015 05.15.2015 04.21.2015 58.86 0.00 0.00 0.00 58.86 58.86 Run: 7710 / No: 10 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 5.35 0.00 CHARGE 59 SW-0 31.22 0.00 CHARGE 02.02.2015 04.01.2015 58 544 547 3 0 WA-0 22.29 0.00 CHARGE 02.02.2015 04.01.2015 58 544 547 3 0 Payment 03.13.2015 03.13.2015 51.65 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 26.44 0.00 02.20.2015 03.13.2015 CHARGE WA-0 19.86 0.00 02.20.2015 03.13.2015 CHARGE MR-0 5.35 0.00 02.20.2015 03.13.2015 CHARGE Cycle Bill 02.20.2015 12.03.2014 02.02.2015 03.13.2015 02.20.2015 51.65 0.00 0.00 0.00 51.65 51.65 Run: 7595 / No: 10 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 5.35 0.00 CHARGE 62 SW-0 26.44 0.00 CHARGE 12.03.2014 02.02.2015 61 542 544 2 0 WA-0 19.86 0.00 CHARGE 12.03.2014 02.02.2015 61 542 544 2 0 Payment 01.02.2015 01.02.2015 58.86 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:01 ub641_pg.php/Job No: 10160 Page 2 of 3 USER: WTR1 Account Number: 41308 / Name: JOHN AMISTOSO / Billing Address: 2525 N Monroe ST, Spokane, WA 99205 Location Code: 8000-3075 / Service Address: FREDS APPLIANCE / 3075 Hwy 93 S, Kalispell, MT 59901 Transactions From: 08.06.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details SW-0 31.22 0.00 12.10.2014 01.09.2015 CHARGE WA-0 22.29 0.00 12.10.2014 01.09.2015 CHARGE MR-0 5.35 0.00 12.10.2014 01.09.2015 CHARGE Cycle Bill 12.10.2014 10.03.2014 12.02.2014 01.09.2015 12.10.2014 58.86 0.00 0.00 0.00 58.86 58.86 Run: 7413 / No: 10 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 5.35 0.00 CHARGE 61 SW-0 31.22 0.00 CHARGE 10.01.2014 12.03.2014 63 539 542 3 0 WA-0 22.29 0.00 CHARGE 10.01.2014 12.03.2014 63 539 542 3 0 Payment 10.27.2014 10.27.2014 1,720.51 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 1,111.50 0.00 10.15.2014 11.14.2014 CHARGE WA-0 571.47 0.00 10.15.2014 11.14.2014 CHARGE MR-0 5.35 0.00 10.15.2014 11.14.2014 CHARGE MC-97 32.19 0.00 10.15.2014 11.14.2014 MISC Cycle Bill 10.15.2014 08.03.2014 10.02.2014 11.14.2014 10.15.2014 1,720.51 0.00 0.00 0.00 1,720.51 1,720.51 Run: 7261 / No: 10 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MC-97 32.19 0.00 MISC 1 1/2" METER SPUD MR-0 5.35 0.00 CHARGE 61 SW-0 1,111.50 0.00 CHARGE 08.01.2014 10.01.2014 61 310 539 229 0 WA-0 571.47 0.00 CHARGE 08.01.2014 10.01.2014 61 310 539 229 0 Payment 09.09.2014 09.09.2014 2,266.84 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 1,496.19 0.00 08.13.2014 09.12.2014 CHARGE WA-0 766.09 0.00 08.13.2014 09.12.2014 CHARGE MR-0 4.56 0.00 08.13.2014 09.12.2014 CHARGE Cycle Bill 08.13.2014 06.03.2014 08.02.2014 09.12.2014 08.13.2014 2,266.84 0.00 0.00 0.00 2,266.84 2,266.84 Run: 7027 / No: 10 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 4.56 0.00 CHARGE 52 SW-0 1,496.19 0.00 CHARGE 06.12.2014 08.01.2014 50 0 310 310 0 WA-0 766.09 0.00 CHARGE 06.12.2014 08.01.2014 50 0 310 310 0 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:01 ub641_pg.php/Job No: 10160 Page 3 of 3 USER: WTR1 Account Number: 41308 / Name: JOHN AMISTOSO / Billing Address: 2525 N Monroe ST, Spokane, WA 99205 Location Code: 8000-3075 / Service Address: FREDS APPLIANCE / 3075 Hwy 93 S, Kalispell, MT 59901 Transactions From: 08.06.2014 To: 08.31.2015 Metered Services Averages/Totals SVC Code SVC No Total Usage Total Charges Average Usage Average Charge Total Demand Average Demand No Of Bills MR 0 31.31 0 5.22 0 0 6 SW 619 3,057.61 103 509.60 0 0 6 WA 619 1,591.96 103 265.33 0 0 6 Payments: 4,713 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:02 ub641_pg.php/Job No: 10162 Page 1 of 4 USER: WTR1 Account Number: 35961 / Name: FUN BEVERAGE-WAREHOUSE / Billing Address: 175 Schoolhouse LOOP, Kalispell, MT 59901-7925 Location Code: 8000-7010 / Service Address: 175 Schoolhouse LOOP, Kalispell, MT 59901-7925 Transactions From: 08.06.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details Payment 07.20.2015 07.22.2015 477.81 0.00 0.00 0.00 0.00 0.00 Receipt: DRAFTBank Draft SVC Amount Tax Bill Date Due Date Type SW-0 126.82 0.00 06.19.2015 07.17.2015 CHARGE WA-0 70.89 0.00 06.19.2015 07.17.2015 CHARGE IR-0 244.40 0.00 06.19.2015 07.17.2015 CHARGE MR-0 28.20 0.00 06.19.2015 07.17.2015 CHARGE MR-2 7.50 0.00 06.19.2015 07.17.2015 CHARGE Cycle Bill 06.19.2015 04.03.2015 06.02.2015 07.17.2015 06.19.2015 477.81 0.00 0.00 0.00 477.81 477.81 Run: 7868 / No: 1 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 28.20 0.00 CHARGE 61 MR-2 7.50 0.00 CHARGE 61 SW-0 126.82 0.00 CHARGE 04.01.2015 06.01.2015 61 986 1,009 23 0 IR-0 244.40 0.00 CHARGE 04.01.2015 06.01.2015 61 4,638 4,786 148 0 WA-0 70.89 0.00 CHARGE 04.01.2015 06.01.2015 61 986 1,009 23 0 Payment 05.15.2015 05.15.2015 233.99 0.00 0.00 0.00 0.00 0.00 Receipt: DRAFTBank Draft SVC Amount Tax Bill Date Due Date Type SW-0 117.26 0.00 04.21.2015 05.15.2015 CHARGE WA-0 66.03 0.00 04.21.2015 05.15.2015 CHARGE IR-0 15.00 0.00 04.21.2015 05.15.2015 CHARGE MR-0 28.20 0.00 04.21.2015 05.15.2015 CHARGE MR-2 7.50 0.00 04.21.2015 05.15.2015 CHARGE Cycle Bill 04.21.2015 02.03.2015 04.02.2015 05.15.2015 04.21.2015 233.99 0.00 0.00 0.00 233.99 233.99 Run: 7710 / No: 1 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 28.20 0.00 CHARGE 59 MR-2 7.50 0.00 CHARGE 59 SW-0 117.26 0.00 CHARGE 02.02.2015 04.01.2015 58 965 986 21 0 IR-0 15.00 0.00 CHARGE 02.02.2015 04.01.2015 58 4,638 4,638 0 0 WA-0 66.03 0.00 CHARGE 02.02.2015 04.01.2015 58 965 986 21 0 Payment 03.13.2015 03.13.2015 249.96 0.00 0.00 0.00 0.00 0.00 Receipt: DRAFTBank Draft SVC Amount Tax Bill Date Due Date Type SW-0 126.82 0.00 02.20.2015 03.13.2015 CHARGE WA-0 70.89 0.00 02.20.2015 03.13.2015 CHARGE IR-0 16.55 0.00 02.20.2015 03.13.2015 CHARGE MR-0 28.20 0.00 02.20.2015 03.13.2015 CHARGE ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:02 ub641_pg.php/Job No: 10162 Page 2 of 4 USER: WTR1 Account Number: 35961 / Name: FUN BEVERAGE-WAREHOUSE / Billing Address: 175 Schoolhouse LOOP, Kalispell, MT 59901-7925 Location Code: 8000-7010 / Service Address: 175 Schoolhouse LOOP, Kalispell, MT 59901-7925 Transactions From: 08.06.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details MR-2 7.50 0.00 02.20.2015 03.13.2015 CHARGE Cycle Bill 02.20.2015 12.03.2014 02.02.2015 03.13.2015 02.20.2015 249.96 0.00 0.00 0.00 249.96 249.96 Run: 7595 / No: 1 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 28.20 0.00 CHARGE 62 MR-2 7.50 0.00 CHARGE 62 SW-0 126.82 0.00 CHARGE 12.03.2014 02.02.2015 61 942 965 23 0 IR-0 16.55 0.00 CHARGE 12.03.2014 02.02.2015 61 4,637 4,638 1 0 WA-0 70.89 0.00 CHARGE 12.03.2014 02.02.2015 61 942 965 23 0 Payment 01.12.2015 01.12.2015 226.78 0.00 0.00 0.00 0.00 0.00 Receipt: DRAFTBank Draft SVC Amount Tax Bill Date Due Date Type SW-0 112.48 0.00 12.10.2014 01.09.2015 CHARGE WA-0 63.60 0.00 12.10.2014 01.09.2015 CHARGE IR-0 15.00 0.00 12.10.2014 01.09.2015 CHARGE MR-0 28.20 0.00 12.10.2014 01.09.2015 CHARGE MR-2 7.50 0.00 12.10.2014 01.09.2015 CHARGE Cycle Bill 12.10.2014 10.03.2014 12.02.2014 01.09.2015 12.10.2014 226.78 0.00 0.00 0.00 226.78 226.78 Run: 7413 / No: 1 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 28.20 0.00 CHARGE 61 MR-2 7.50 0.00 CHARGE 61 SW-0 112.48 0.00 CHARGE 10.01.2014 12.03.2014 63 922 942 20 0 IR-0 15.00 0.00 CHARGE 10.01.2014 12.03.2014 63 4,637 4,637 0 0 WA-0 63.60 0.00 CHARGE 10.01.2014 12.03.2014 63 922 942 20 0 Payment 11.14.2014 11.14.2014 484.08 0.00 0.00 0.00 0.00 0.00 Receipt: DRAFTBank Draft SVC Amount Tax Bill Date Due Date Type SW-0 112.48 0.00 10.15.2014 11.14.2014 CHARGE WA-0 63.60 0.00 10.15.2014 11.14.2014 CHARGE IR-0 272.30 0.00 10.15.2014 11.14.2014 CHARGE MR-0 28.20 0.00 10.15.2014 11.14.2014 CHARGE MR-2 7.50 0.00 10.15.2014 11.14.2014 CHARGE Cycle Bill 10.15.2014 08.03.2014 10.02.2014 11.14.2014 10.15.2014 484.08 0.00 0.00 0.00 484.08 484.08 Run: 7261 / No: 1 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 28.20 0.00 CHARGE 61 MR-2 7.50 0.00 CHARGE 61 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:02 ub641_pg.php/Job No: 10162 Page 3 of 4 USER: WTR1 Account Number: 35961 / Name: FUN BEVERAGE-WAREHOUSE / Billing Address: 175 Schoolhouse LOOP, Kalispell, MT 59901-7925 Location Code: 8000-7010 / Service Address: 175 Schoolhouse LOOP, Kalispell, MT 59901-7925 Transactions From: 08.06.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details SW-0 112.48 0.00 CHARGE 08.01.2014 10.01.2014 61 902 922 20 0 IR-0 272.30 0.00 CHARGE 08.01.2014 10.01.2014 61 4,471 4,637 166 0 WA-0 63.60 0.00 CHARGE 08.01.2014 10.01.2014 61 902 922 20 0 Payment 09.12.2014 09.12.2014 556.39 0.00 0.00 0.00 0.00 0.00 Receipt: DRAFTBank Draft SVC Amount Tax Bill Date Due Date Type SW-0 117.26 0.00 08.13.2014 09.12.2014 CHARGE WA-0 66.03 0.00 08.13.2014 09.12.2014 CHARGE IR-0 337.40 0.00 08.13.2014 09.12.2014 CHARGE MR-0 28.20 0.00 08.13.2014 09.12.2014 CHARGE MR-2 7.50 0.00 08.13.2014 09.12.2014 CHARGE Cycle Bill 08.13.2014 06.03.2014 08.02.2014 09.12.2014 08.13.2014 556.39 0.00 0.00 0.00 556.39 556.39 Run: 7027 / No: 1 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 28.20 0.00 CHARGE 61 MR-2 7.50 0.00 CHARGE 61 SW-0 117.26 0.00 CHARGE 06.03.2014 08.01.2014 59 881 902 21 0 IR-0 337.40 0.00 CHARGE 06.03.2014 08.01.2014 59 4,263 4,471 208 0 WA-0 66.03 0.00 CHARGE 06.03.2014 08.01.2014 59 881 902 21 0 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:02 ub641_pg.php/Job No: 10162 Page 4 of 4 USER: WTR1 Account Number: 35961 / Name: FUN BEVERAGE-WAREHOUSE / Billing Address: 175 Schoolhouse LOOP, Kalispell, MT 59901-7925 Location Code: 8000-7010 / Service Address: 175 Schoolhouse LOOP, Kalispell, MT 59901-7925 Transactions From: 08.06.2014 To: 08.31.2015 Metered Services Averages/Totals SVC Code SVC No Total Usage Total Charges Average Usage Average Charge Total Demand Average Demand No Of Bills IR 523 900.65 87 150.11 0 0 6 MR 0 169.20 0 28.20 0 0 6 MR 2 0 45.00 0 7.50 0 0 6 SW 128 713.12 21 118.85 0 0 6 WA 128 401.04 21 66.84 0 0 6 Payments: 2,229 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:01 ub641_pg.php/Job No: 10161 Page 1 of 4 USER: WTR1 Account Number: 36661 / Name: KALISPELL TOYOTA / Billing Address: GERRID GANDRUD / 2845 Us Highway 93 S, Kalispell, MT 59901-8601 Location Code: 8000-891 / Service Address: 2845 Us Highway 93 S, Kalispell, MT 59901-8601 Transactions From: 08.06.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details Payment 07.13.2015 07.13.2015 1,214.78 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 447.08 0.00 06.19.2015 07.17.2015 CHARGE WA-0 233.70 0.00 06.19.2015 07.17.2015 CHARGE IR-0 526.50 0.00 06.19.2015 07.17.2015 CHARGE MR-0 7.50 0.00 06.19.2015 07.17.2015 CHARGE Cycle Bill 06.19.2015 04.03.2015 06.02.2015 07.17.2015 06.19.2015 1,214.78 0.00 0.00 0.00 1,214.78 1,214.78 Run: 7868 / No: 3 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 7.50 0.00 CHARGE 61 SW-0 447.08 0.00 CHARGE 04.01.2015 06.01.2015 61 5,090 5,180 90 0 IR-0 526.50 0.00 CHARGE 04.01.2015 06.01.2015 61 9,528 9,858 330 0 WA-0 233.70 0.00 CHARGE 04.01.2015 06.01.2015 61 5,090 5,180 90 0 Payment 04.27.2015 04.27.2015 846.90 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 552.24 0.00 04.21.2015 05.15.2015 CHARGE WA-0 287.16 0.00 04.21.2015 05.15.2015 CHARGE MR-0 7.50 0.00 04.21.2015 05.15.2015 CHARGE Cycle Bill 04.21.2015 02.03.2015 04.02.2015 05.15.2015 04.21.2015 846.90 0.00 0.00 0.00 846.90 846.90 Run: 7710 / No: 3 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 7.50 0.00 CHARGE 59 SW-0 552.24 0.00 CHARGE 02.02.2015 04.01.2015 58 4,978 5,090 112 0 IR-0 0.00 0.00 CHARGE 02.02.2015 04.01.2015 58 9,528 9,528 0 0 WA-0 287.16 0.00 CHARGE 02.02.2015 04.01.2015 58 4,978 5,090 112 0 Payment 03.02.2015 03.02.2015 681.07 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 442.30 0.00 02.20.2015 03.13.2015 CHARGE WA-0 231.27 0.00 02.20.2015 03.13.2015 CHARGE MR-0 7.50 0.00 02.20.2015 03.13.2015 CHARGE Cycle Bill 02.20.2015 12.03.2014 02.02.2015 03.13.2015 02.20.2015 681.07 0.00 0.00 0.00 681.07 681.07 Run: 7595 / No: 3 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 7.50 0.00 CHARGE 62 SW-0 442.30 0.00 CHARGE 12.03.2014 02.02.2015 61 4,889 4,978 89 0 IR-0 0.00 0.00 CHARGE 12.03.2014 02.02.2015 61 9,528 9,528 0 0 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:01 ub641_pg.php/Job No: 10161 Page 2 of 4 USER: WTR1 Account Number: 36661 / Name: KALISPELL TOYOTA / Billing Address: GERRID GANDRUD / 2845 Us Highway 93 S, Kalispell, MT 59901-8601 Location Code: 8000-891 / Service Address: 2845 Us Highway 93 S, Kalispell, MT 59901-8601 Transactions From: 08.06.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details WA-0 231.27 0.00 CHARGE 12.03.2014 02.02.2015 61 4,889 4,978 89 0 Payment 12.16.2014 12.16.2014 717.70 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 456.64 0.00 12.10.2014 01.09.2015 CHARGE WA-0 238.56 0.00 12.10.2014 01.09.2015 CHARGE IR-0 15.00 0.00 12.10.2014 01.09.2015 CHARGE MR-0 7.50 0.00 12.10.2014 01.09.2015 CHARGE Cycle Bill 12.10.2014 10.03.2014 12.02.2014 01.09.2015 12.10.2014 717.70 0.00 0.00 0.00 717.70 717.70 Run: 7413 / No: 3 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 7.50 0.00 CHARGE 61 SW-0 456.64 0.00 CHARGE 10.01.2014 12.03.2014 63 4,797 4,889 92 0 IR-0 15.00 0.00 CHARGE 10.01.2014 12.03.2014 63 9,528 9,528 0 0 WA-0 238.56 0.00 CHARGE 10.01.2014 12.03.2014 63 4,797 4,889 92 0 Payment 10.27.2014 10.27.2014 1,568.30 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 528.34 0.00 10.15.2014 11.14.2014 CHARGE WA-0 275.01 0.00 10.15.2014 11.14.2014 CHARGE IR-0 757.45 0.00 10.15.2014 11.14.2014 CHARGE MR-0 7.50 0.00 10.15.2014 11.14.2014 CHARGE Cycle Bill 10.15.2014 08.03.2014 10.02.2014 11.14.2014 10.15.2014 1,568.30 0.00 0.00 0.00 1,568.30 1,568.30 Run: 7261 / No: 3 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 7.50 0.00 CHARGE 61 SW-0 528.34 0.00 CHARGE 08.01.2014 10.01.2014 61 4,690 4,797 107 0 IR-0 757.45 0.00 CHARGE 08.01.2014 10.01.2014 61 9,049 9,528 479 0 WA-0 275.01 0.00 CHARGE 08.01.2014 10.01.2014 61 4,690 4,797 107 0 Payment 08.18.2014 08.18.2014 2,182.64 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 523.56 0.00 08.13.2014 09.12.2014 CHARGE WA-0 272.58 0.00 08.13.2014 09.12.2014 CHARGE IR-0 1,379.00 0.00 08.13.2014 09.12.2014 CHARGE MR-0 7.50 0.00 08.13.2014 09.12.2014 CHARGE Cycle Bill 08.13.2014 06.03.2014 08.02.2014 09.12.2014 08.13.2014 2,182.64 0.00 0.00 0.00 2,182.64 2,182.64 Run: 7027 / No: 3 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:01 ub641_pg.php/Job No: 10161 Page 3 of 4 USER: WTR1 Account Number: 36661 / Name: KALISPELL TOYOTA / Billing Address: GERRID GANDRUD / 2845 Us Highway 93 S, Kalispell, MT 59901-8601 Location Code: 8000-891 / Service Address: 2845 Us Highway 93 S, Kalispell, MT 59901-8601 Transactions From: 08.06.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 7.50 0.00 CHARGE 61 SW-0 523.56 0.00 CHARGE 06.03.2014 08.01.2014 59 4,584 4,690 106 0 IR-0 1,379.00 0.00 CHARGE 06.03.2014 08.01.2014 59 8,169 9,049 880 0 WA-0 272.58 0.00 CHARGE 06.03.2014 08.01.2014 59 4,584 4,690 106 0 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:01 ub641_pg.php/Job No: 10161 Page 4 of 4 USER: WTR1 Account Number: 36661 / Name: KALISPELL TOYOTA / Billing Address: GERRID GANDRUD / 2845 Us Highway 93 S, Kalispell, MT 59901-8601 Location Code: 8000-891 / Service Address: 2845 Us Highway 93 S, Kalispell, MT 59901-8601 Transactions From: 08.06.2014 To: 08.31.2015 Metered Services Averages/Totals SVC Code SVC No Total Usage Total Charges Average Usage Average Charge Total Demand Average Demand No Of Bills IR 1,689 2,677.95 282 446.33 0 0 6 MR 0 45.00 0 7.50 0 0 6 SW 596 2,950.16 99 491.69 0 0 6 WA 596 1,538.28 99 256.38 0 0 6 Payments: 7,211 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:02 ub641_pg.php/Job No: 10164 Page 1 of 4 USER: WTR1 Account Number: 36987 / Name: MORRISON MAIRELE / Billing Address: 125 Schoolhouse Loop, Kalispell, MT 59901 Location Code: 8000-7020 / Service Address: 125 Schoolhouse LOOP, Kalispell, MT 59901-7925 Transactions From: 08.06.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details Payment 07.13.2015 07.13.2015 236.59 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 36.00 0.00 04.21.2015 05.15.2015 CHARGE WA-0 24.72 0.00 04.21.2015 05.15.2015 CHARGE MR-0 2.75 0.00 04.21.2015 05.15.2015 CHARGE MR-2 1.60 0.00 04.21.2015 05.15.2015 CHARGE SW-0 36.00 0.00 06.19.2015 07.17.2015 CHARGE WA-0 24.72 0.00 06.19.2015 07.17.2015 CHARGE IR-0 106.45 0.00 06.19.2015 07.17.2015 CHARGE MR-0 2.75 0.00 06.19.2015 07.17.2015 CHARGE MR-2 1.60 0.00 06.19.2015 07.17.2015 CHARGE Cycle Bill 06.19.2015 04.03.2015 06.02.2015 07.17.2015 06.19.2015 171.52 0.00 0.00 0.00 171.52 236.59 Run: 7868 / No: 6 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 2.75 0.00 CHARGE 61 MR-2 1.60 0.00 CHARGE 61 SW-0 36.00 0.00 CHARGE 04.01.2015 06.01.2015 61 282 286 4 0 IR-0 106.45 0.00 CHARGE 04.01.2015 06.01.2015 61 1,848 1,907 59 0 WA-0 24.72 0.00 CHARGE 04.01.2015 06.01.2015 61 282 286 4 0 Cycle Bill 04.21.2015 02.03.2015 04.02.2015 05.15.2015 04.21.2015 65.07 0.00 0.00 0.00 65.07 65.07 Run: 7710 / No: 6 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 2.75 0.00 CHARGE 59 MR-2 1.60 0.00 CHARGE 59 SW-0 36.00 0.00 CHARGE 02.02.2015 04.01.2015 58 278 282 4 0 IR-0 0.00 0.00 CHARGE 02.02.2015 04.01.2015 58 1,848 1,848 0 0 WA-0 24.72 0.00 CHARGE 02.02.2015 04.01.2015 58 278 282 4 0 Payment 03.09.2015 03.09.2015 65.07 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 36.00 0.00 02.20.2015 03.13.2015 CHARGE WA-0 24.72 0.00 02.20.2015 03.13.2015 CHARGE MR-0 2.75 0.00 02.20.2015 03.13.2015 CHARGE MR-2 1.60 0.00 02.20.2015 03.13.2015 CHARGE Cycle Bill 02.20.2015 12.03.2014 02.02.2015 03.13.2015 02.20.2015 65.07 0.00 0.00 0.00 65.07 65.07 Run: 7595 / No: 6 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 2.75 0.00 CHARGE 62 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:02 ub641_pg.php/Job No: 10164 Page 2 of 4 USER: WTR1 Account Number: 36987 / Name: MORRISON MAIRELE / Billing Address: 125 Schoolhouse Loop, Kalispell, MT 59901 Location Code: 8000-7020 / Service Address: 125 Schoolhouse LOOP, Kalispell, MT 59901-7925 Transactions From: 08.06.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details MR-2 1.60 0.00 CHARGE 62 SW-0 36.00 0.00 CHARGE 12.03.2014 02.02.2015 61 274 278 4 0 IR-0 0.00 0.00 CHARGE 12.03.2014 02.02.2015 61 1,848 1,848 0 0 WA-0 24.72 0.00 CHARGE 12.03.2014 02.02.2015 61 274 278 4 0 Payment 01.06.2015 01.06.2015 72.86 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 31.22 0.00 12.10.2014 01.09.2015 CHARGE WA-0 22.29 0.00 12.10.2014 01.09.2015 CHARGE IR-0 15.00 0.00 12.10.2014 01.09.2015 CHARGE MR-2 1.60 0.00 12.10.2014 01.09.2015 CHARGE MR-0 2.75 0.00 12.10.2014 01.09.2015 CHARGE Cycle Bill 12.10.2014 10.03.2014 12.02.2014 01.09.2015 12.10.2014 72.86 0.00 0.00 0.00 72.86 72.86 Run: 7413 / No: 6 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 2.75 0.00 CHARGE 61 MR-2 1.60 0.00 CHARGE 61 SW-0 31.22 0.00 CHARGE 10.01.2014 12.03.2014 63 271 274 3 0 IR-0 15.00 0.00 CHARGE 10.01.2014 12.03.2014 63 1,848 1,848 0 0 WA-0 22.29 0.00 CHARGE 10.01.2014 12.03.2014 63 271 274 3 0 Payment 11.10.2014 11.10.2014 407.12 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 36.00 0.00 10.15.2014 11.14.2014 CHARGE WA-0 24.72 0.00 10.15.2014 11.14.2014 CHARGE IR-0 342.05 0.00 10.15.2014 11.14.2014 CHARGE MR-0 2.75 0.00 10.15.2014 11.14.2014 CHARGE MR-2 1.60 0.00 10.15.2014 11.14.2014 CHARGE Cycle Bill 10.15.2014 08.03.2014 10.02.2014 11.14.2014 10.15.2014 407.12 0.00 0.00 0.00 407.12 407.12 Run: 7261 / No: 6 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 2.75 0.00 CHARGE 61 MR-2 1.60 0.00 CHARGE 61 SW-0 36.00 0.00 CHARGE 08.01.2014 10.01.2014 61 267 271 4 0 IR-0 342.05 0.00 CHARGE 08.01.2014 10.01.2014 61 1,637 1,848 211 0 WA-0 24.72 0.00 CHARGE 08.01.2014 10.01.2014 61 267 271 4 0 Payment 09.08.2014 09.08.2014 278.47 0.00 0.00 0.00 0.00 0.00 Cash ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:02 ub641_pg.php/Job No: 10164 Page 3 of 4 USER: WTR1 Account Number: 36987 / Name: MORRISON MAIRELE / Billing Address: 125 Schoolhouse Loop, Kalispell, MT 59901 Location Code: 8000-7020 / Service Address: 125 Schoolhouse LOOP, Kalispell, MT 59901-7925 Transactions From: 08.06.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details SVC Amount Tax Bill Date Due Date Type SW-0 36.00 0.00 08.13.2014 09.12.2014 CHARGE WA-0 24.72 0.00 08.13.2014 09.12.2014 CHARGE IR-0 213.40 0.00 08.13.2014 09.12.2014 CHARGE MR-0 2.75 0.00 08.13.2014 09.12.2014 CHARGE MR-2 1.60 0.00 08.13.2014 09.12.2014 CHARGE Cycle Bill 08.13.2014 06.03.2014 08.02.2014 09.12.2014 08.13.2014 278.47 0.00 0.00 0.00 278.47 278.47 Run: 7027 / No: 6 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 2.75 0.00 CHARGE 61 MR-2 1.60 0.00 CHARGE 61 SW-0 36.00 0.00 CHARGE 06.03.2014 08.01.2014 59 263 267 4 0 IR-0 213.40 0.00 CHARGE 06.03.2014 08.01.2014 59 1,509 1,637 128 0 WA-0 24.72 0.00 CHARGE 06.03.2014 08.01.2014 59 263 267 4 0 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:02 ub641_pg.php/Job No: 10164 Page 4 of 4 USER: WTR1 Account Number: 36987 / Name: MORRISON MAIRELE / Billing Address: 125 Schoolhouse Loop, Kalispell, MT 59901 Location Code: 8000-7020 / Service Address: 125 Schoolhouse LOOP, Kalispell, MT 59901-7925 Transactions From: 08.06.2014 To: 08.31.2015 Metered Services Averages/Totals SVC Code SVC No Total Usage Total Charges Average Usage Average Charge Total Demand Average Demand No Of Bills IR 398 676.90 66 112.82 0 0 6 MR 0 16.50 0 2.75 0 0 6 MR 2 0 9.60 0 1.60 0 0 6 SW 23 211.22 4 35.20 0 0 6 WA 23 145.89 4 24.32 0 0 6 Payments: 1,060 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:02 ub641_pg.php/Job No: 10163 Page 1 of 3 USER: WTR1 Account Number: 36729 / Name: TOWN PUMP INC / Billing Address: 600 S Main ST, Butte, MT 59701-2534 Location Code: 8000-900 / Service Address: 2910 Us Highway 93 S, Kalispell, MT 59901-7901 Transactions From: 08.06.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details Payment 07.06.2015 07.06.2015 767.59 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 499.66 0.00 06.19.2015 07.17.2015 CHARGE WA-0 260.43 0.00 06.19.2015 07.17.2015 CHARGE MR-0 7.50 0.00 06.19.2015 07.17.2015 CHARGE Cycle Bill 06.19.2015 04.03.2015 06.02.2015 07.17.2015 06.19.2015 767.59 0.00 0.00 0.00 767.59 767.59 Run: 7868 / No: 4 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 7.50 0.00 CHARGE 61 SW-0 499.66 0.00 CHARGE 04.01.2015 06.01.2015 61 5,142 5,243 101 0 WA-0 260.43 0.00 CHARGE 04.01.2015 06.01.2015 61 5,142 5,243 101 0 Payment 05.04.2015 05.04.2015 450.35 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 289.34 0.00 04.21.2015 05.15.2015 CHARGE WA-0 153.51 0.00 04.21.2015 05.15.2015 CHARGE MR-0 7.50 0.00 04.21.2015 05.15.2015 CHARGE Cycle Bill 04.21.2015 02.03.2015 04.02.2015 05.15.2015 04.21.2015 450.35 0.00 0.00 0.00 450.35 450.35 Run: 7710 / No: 4 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 7.50 0.00 CHARGE 59 SW-0 289.34 0.00 CHARGE 02.02.2015 04.01.2015 58 5,085 5,142 57 0 WA-0 153.51 0.00 CHARGE 02.02.2015 04.01.2015 58 5,085 5,142 57 0 Payment 03.16.2015 03.16.2015 421.51 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 270.22 0.00 02.20.2015 03.13.2015 CHARGE WA-0 143.79 0.00 02.20.2015 03.13.2015 CHARGE MR-0 7.50 0.00 02.20.2015 03.13.2015 CHARGE Cycle Bill 02.20.2015 12.03.2014 02.02.2015 03.13.2015 02.20.2015 421.51 0.00 0.00 0.00 421.51 421.51 Run: 7595 / No: 4 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 7.50 0.00 CHARGE 62 SW-0 270.22 0.00 CHARGE 12.03.2014 02.02.2015 61 5,032 5,085 53 0 WA-0 143.79 0.00 CHARGE 12.03.2014 02.02.2015 61 5,032 5,085 53 0 Payment 12.19.2014 12.19.2014 515.24 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:02 ub641_pg.php/Job No: 10163 Page 2 of 3 USER: WTR1 Account Number: 36729 / Name: TOWN PUMP INC / Billing Address: 600 S Main ST, Butte, MT 59701-2534 Location Code: 8000-900 / Service Address: 2910 Us Highway 93 S, Kalispell, MT 59901-7901 Transactions From: 08.06.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details SW-0 332.36 0.00 12.10.2014 01.09.2015 CHARGE WA-0 175.38 0.00 12.10.2014 01.09.2015 CHARGE MR-0 7.50 0.00 12.10.2014 01.09.2015 CHARGE Cycle Bill 12.10.2014 10.03.2014 12.02.2014 01.09.2015 12.10.2014 515.24 0.00 0.00 0.00 515.24 515.24 Run: 7413 / No: 4 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 7.50 0.00 CHARGE 61 SW-0 332.36 0.00 CHARGE 10.01.2014 12.03.2014 63 4,966 5,032 66 0 WA-0 175.38 0.00 CHARGE 10.01.2014 12.03.2014 63 4,966 5,032 66 0 Payment 10.29.2014 10.29.2014 1,171.35 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 767.34 0.00 10.15.2014 11.14.2014 CHARGE WA-0 396.51 0.00 10.15.2014 11.14.2014 CHARGE MR-0 7.50 0.00 10.15.2014 11.14.2014 CHARGE Cycle Bill 10.15.2014 08.03.2014 10.02.2014 11.14.2014 10.15.2014 1,171.35 0.00 0.00 0.00 1,171.35 1,171.35 Run: 7261 / No: 4 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 7.50 0.00 CHARGE 61 SW-0 767.34 0.00 CHARGE 08.01.2014 10.01.2014 61 4,809 4,966 157 0 WA-0 396.51 0.00 CHARGE 08.01.2014 10.01.2014 61 4,809 4,966 157 0 Payment 08.25.2014 08.25.2014 1,690.47 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 1,111.50 0.00 08.13.2014 09.12.2014 CHARGE WA-0 571.47 0.00 08.13.2014 09.12.2014 CHARGE MR-0 7.50 0.00 08.13.2014 09.12.2014 CHARGE Cycle Bill 08.13.2014 06.03.2014 08.02.2014 09.12.2014 08.13.2014 1,690.47 0.00 0.00 0.00 1,690.47 1,690.47 Run: 7027 / No: 4 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 7.50 0.00 CHARGE 61 SW-0 1,111.50 0.00 CHARGE 06.03.2014 08.01.2014 59 4,580 4,809 229 0 WA-0 571.47 0.00 CHARGE 06.03.2014 08.01.2014 59 4,580 4,809 229 0 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.06.2015 10:02 ub641_pg.php/Job No: 10163 Page 3 of 3 USER: WTR1 Account Number: 36729 / Name: TOWN PUMP INC / Billing Address: 600 S Main ST, Butte, MT 59701-2534 Location Code: 8000-900 / Service Address: 2910 Us Highway 93 S, Kalispell, MT 59901-7901 Transactions From: 08.06.2014 To: 08.31.2015 Metered Services Averages/Totals SVC Code SVC No Total Usage Total Charges Average Usage Average Charge Total Demand Average Demand No Of Bills MR 0 45.00 0 7.50 0 0 6 SW 663 3,270.42 111 545.07 0 0 6 WA 663 1,701.09 111 283.52 0 0 6 Payments: 5,017 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.18.2015 14:00 ub641_pg.php/Job No: 11297 Page 1 of 4 USER: WTR1 Account Number: 36053 / Name: GARDNER AUCTION SERVIC / Billing Address: PO BX 958 Kalispell, MT 59903 Location Code: 8000-1110 / Service Address: 200 United Loop, Kalispell, MT 59901 Transactions From: 08.18.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details Payment 08.17.2015 08.17.2015 213.73 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 136.38 0.00 08.10.2015 09.11.2015 CHARGE WA-0 75.75 0.00 08.10.2015 09.11.2015 CHARGE MR-0 1.60 0.00 08.10.2015 09.11.2015 CHARGE Cycle Bill 08.10.2015 06.03.2015 08.02.2015 09.11.2015 08.10.2015 213.73 0.00 0.00 0.00 213.73 213.73 Run: 8001 / No: 2 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 1.60 0.00 CHARGE 61 SW-0 136.38 0.00 CHARGE 06.01.2015 08.04.2015 64 648 673 25 0 WA-0 75.75 0.00 CHARGE 06.01.2015 08.04.2015 64 648 673 25 0 Payment 06.26.2015 06.26.2015 120.00 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 74.24 0.00 06.19.2015 07.17.2015 CHARGE WA-0 44.16 0.00 06.19.2015 07.17.2015 CHARGE MR-0 1.60 0.00 06.19.2015 07.17.2015 CHARGE Cycle Bill 06.19.2015 04.03.2015 06.02.2015 07.17.2015 06.19.2015 120.00 0.00 0.00 0.00 120.00 120.00 Run: 7868 / No: 2 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 1.60 0.00 CHARGE 61 SW-0 74.24 0.00 CHARGE 04.01.2015 06.01.2015 61 636 648 12 0 WA-0 44.16 0.00 CHARGE 04.01.2015 06.01.2015 61 636 648 12 0 Payment 05.04.2015 05.04.2015 127.21 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 79.02 0.00 04.21.2015 05.15.2015 CHARGE WA-0 46.59 0.00 04.21.2015 05.15.2015 CHARGE MR-0 1.60 0.00 04.21.2015 05.15.2015 CHARGE Cycle Bill 04.21.2015 02.03.2015 04.02.2015 05.15.2015 04.21.2015 127.21 0.00 0.00 0.00 127.21 127.21 Run: 7710 / No: 2 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 1.60 0.00 CHARGE 59 SW-0 79.02 0.00 CHARGE 02.02.2015 04.01.2015 58 623 636 13 0 WA-0 46.59 0.00 CHARGE 02.02.2015 04.01.2015 58 623 636 13 0 Payment 03.02.2015 03.02.2015 105.58 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.18.2015 14:00 ub641_pg.php/Job No: 11297 Page 2 of 4 USER: WTR1 Account Number: 36053 / Name: GARDNER AUCTION SERVIC / Billing Address: PO BX 958 Kalispell, MT 59903 Location Code: 8000-1110 / Service Address: 200 United Loop, Kalispell, MT 59901 Transactions From: 08.18.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details SW-0 64.68 0.00 02.20.2015 03.13.2015 CHARGE WA-0 39.30 0.00 02.20.2015 03.13.2015 CHARGE MR-0 1.60 0.00 02.20.2015 03.13.2015 CHARGE Cycle Bill 02.20.2015 12.03.2014 02.02.2015 03.13.2015 02.20.2015 105.58 0.00 0.00 0.00 105.58 105.58 Run: 7595 / No: 2 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 1.60 0.00 CHARGE 62 SW-0 64.68 0.00 CHARGE 12.03.2014 02.02.2015 61 613 623 10 0 WA-0 39.30 0.00 CHARGE 12.03.2014 02.02.2015 61 613 623 10 0 Payment 12.23.2014 12.23.2014 127.21 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 79.02 0.00 12.10.2014 01.09.2015 CHARGE WA-0 46.59 0.00 12.10.2014 01.09.2015 CHARGE MR-0 1.60 0.00 12.10.2014 01.09.2015 CHARGE Cycle Bill 12.10.2014 10.03.2014 12.02.2014 01.09.2015 12.10.2014 127.21 0.00 0.00 0.00 127.21 127.21 Run: 7413 / No: 2 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 1.60 0.00 CHARGE 61 SW-0 79.02 0.00 CHARGE 10.01.2014 12.03.2014 63 600 613 13 0 WA-0 46.59 0.00 CHARGE 10.01.2014 12.03.2014 63 600 613 13 0 Payment 10.28.2014 10.28.2014 170.47 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 107.70 0.00 10.15.2014 11.14.2014 CHARGE WA-0 61.17 0.00 10.15.2014 11.14.2014 CHARGE MR-0 1.60 0.00 10.15.2014 11.14.2014 CHARGE Cycle Bill 10.15.2014 08.03.2014 10.02.2014 11.14.2014 10.15.2014 170.47 0.00 0.00 0.00 170.47 170.47 Run: 7261 / No: 2 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 1.60 0.00 CHARGE 61 SW-0 107.70 0.00 CHARGE 08.01.2014 10.01.2014 61 581 600 19 0 WA-0 61.17 0.00 CHARGE 08.01.2014 10.01.2014 61 581 600 19 0 Payment 08.25.2014 08.25.2014 156.05 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 98.14 0.00 08.13.2014 09.12.2014 CHARGE WA-0 56.31 0.00 08.13.2014 09.12.2014 CHARGE ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.18.2015 14:00 ub641_pg.php/Job No: 11297 Page 3 of 4 USER: WTR1 Account Number: 36053 / Name: GARDNER AUCTION SERVIC / Billing Address: PO BX 958 Kalispell, MT 59903 Location Code: 8000-1110 / Service Address: 200 United Loop, Kalispell, MT 59901 Transactions From: 08.18.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details MR-0 1.60 0.00 08.13.2014 09.12.2014 CHARGE ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.18.2015 14:00 ub641_pg.php/Job No: 11297 Page 4 of 4 USER: WTR1 Account Number: 36053 / Name: GARDNER AUCTION SERVIC / Billing Address: PO BX 958 Kalispell, MT 59903 Location Code: 8000-1110 / Service Address: 200 United Loop, Kalispell, MT 59901 Transactions From: 08.18.2014 To: 08.31.2015 Metered Services Averages/Totals SVC Code SVC No Total Usage Total Charges Average Usage Average Charge Total Demand Average Demand No Of Bills MR 0 9.60 0 1.60 0 0 6 SW 92 541.04 15 90.17 0 0 6 WA 92 313.56 15 52.26 0 0 6 Payments: 1,020 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.18.2015 14:00 ub641_pg.php/Job No: 11298 Page 1 of 4 USER: WTR1 Account Number: 40832 / Name: GARDNER INVESTMENTS LLC / Billing Address: PO BOX 958 Kalispell, MT 59903 Location Code: 8000-1111 / Service Address: 201 United Dr, Kalispell, MT 59901 Transactions From: 08.18.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details Cycle Bill 08.10.2015 06.03.2015 08.02.2015 09.11.2015 08.10.2015 200.36 0.00 0.00 0.00 200.36 200.36 Run: 8001 / No: 9 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 2.00 0.00 CHARGE 61 MR-2 1.60 0.00 CHARGE 61 SW-0 68.94 0.00 CHARGE 06.01.2015 08.04.2015 64 154 162 8 0 IR-0 84.75 0.00 CHARGE 06.01.2015 08.04.2015 64 867 912 45 0 WA-0 43.07 0.00 CHARGE 06.01.2015 08.04.2015 64 154 162 8 0 Payment 07.01.2015 07.01.2015 129.24 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 21.10 0.00 04.21.2015 05.15.2015 CHARGE WA-0 18.75 0.00 04.21.2015 05.15.2015 CHARGE MR-0 2.00 0.00 04.21.2015 05.15.2015 CHARGE MR-2 1.60 0.00 04.21.2015 05.15.2015 CHARGE SW-0 33.06 0.00 06.19.2015 07.17.2015 CHARGE WA-0 24.83 0.00 06.19.2015 07.17.2015 CHARGE IR-0 24.30 0.00 06.19.2015 07.17.2015 CHARGE MR-0 2.00 0.00 06.19.2015 07.17.2015 CHARGE MR-2 1.60 0.00 06.19.2015 07.17.2015 CHARGE Cycle Bill 06.19.2015 04.03.2015 06.02.2015 07.17.2015 06.19.2015 85.79 0.00 0.00 0.00 85.79 129.24 Run: 7868 / No: 9 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 2.00 0.00 CHARGE 61 MR-2 1.60 0.00 CHARGE 61 SW-0 33.06 0.00 CHARGE 04.01.2015 06.01.2015 61 152 154 2 E 0 IR-0 24.30 0.00 CHARGE 04.01.2015 06.01.2015 61 861 867 6 0 WA-0 24.83 0.00 CHARGE 04.01.2015 06.01.2015 61 152 154 2 E 0 Cycle Bill 04.21.2015 02.03.2015 04.02.2015 05.15.2015 04.21.2015 43.45 0.00 0.00 0.00 43.45 43.45 Run: 7710 / No: 9 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 2.00 0.00 CHARGE 59 MR-2 1.60 0.00 CHARGE 59 SW-0 21.10 0.00 CHARGE 02.02.2015 04.01.2015 58 152 152 0 0 IR-0 0.00 0.00 CHARGE 02.02.2015 04.01.2015 58 861 861 0 0 WA-0 18.75 0.00 CHARGE 02.02.2015 04.01.2015 58 152 152 0 0 Payment 03.16.2015 03.16.2015 101.90 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.18.2015 14:00 ub641_pg.php/Job No: 11298 Page 2 of 4 USER: WTR1 Account Number: 40832 / Name: GARDNER INVESTMENTS LLC / Billing Address: PO BOX 958 Kalispell, MT 59903 Location Code: 8000-1111 / Service Address: 201 United Dr, Kalispell, MT 59901 Transactions From: 08.18.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details SW-0 21.10 0.00 12.10.2014 01.09.2015 CHARGE WA-0 18.75 0.00 12.10.2014 01.09.2015 CHARGE IR-0 15.00 0.00 12.10.2014 01.09.2015 CHARGE MR-0 2.00 0.00 12.10.2014 01.09.2015 CHARGE MR-2 1.60 0.00 12.10.2014 01.09.2015 CHARGE SW-0 21.10 0.00 02.20.2015 03.13.2015 CHARGE WA-0 18.75 0.00 02.20.2015 03.13.2015 CHARGE MR-0 2.00 0.00 02.20.2015 03.13.2015 CHARGE MR-2 1.60 0.00 02.20.2015 03.13.2015 CHARGE Cycle Bill 02.20.2015 12.03.2014 02.02.2015 03.13.2015 02.20.2015 43.45 0.00 0.00 0.00 43.45 101.90 Run: 7595 / No: 9 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 2.00 0.00 CHARGE 62 MR-2 1.60 0.00 CHARGE 62 SW-0 21.10 0.00 CHARGE 12.03.2014 02.02.2015 61 152 152 0 0 IR-0 0.00 0.00 CHARGE 12.03.2014 02.02.2015 61 861 861 0 0 WA-0 18.75 0.00 CHARGE 12.03.2014 02.02.2015 61 152 152 0 0 Cycle Bill 12.10.2014 10.03.2014 12.02.2014 01.09.2015 12.10.2014 58.45 0.00 0.00 0.00 58.45 58.45 Run: 7413 / No: 9 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 2.00 0.00 CHARGE 61 MR-2 1.60 0.00 CHARGE 61 SW-0 21.10 0.00 CHARGE 10.01.2014 12.03.2014 63 152 152 0 0 IR-0 15.00 0.00 CHARGE 10.01.2014 12.03.2014 63 861 861 0 0 WA-0 18.75 0.00 CHARGE 10.01.2014 12.03.2014 63 152 152 0 0 Payment 10.21.2014 10.21.2014 153.00 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 21.10 0.00 10.15.2014 11.14.2014 CHARGE WA-0 18.75 0.00 10.15.2014 11.14.2014 CHARGE IR-0 109.55 0.00 10.15.2014 11.14.2014 CHARGE MR-0 2.00 0.00 10.15.2014 11.14.2014 CHARGE MR-2 1.60 0.00 10.15.2014 11.14.2014 CHARGE Cycle Bill 10.15.2014 08.03.2014 10.02.2014 11.14.2014 10.15.2014 153.00 0.00 0.00 0.00 153.00 153.00 Run: 7261 / No: 9 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 2.00 0.00 CHARGE 61 MR-2 1.60 0.00 CHARGE 61 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.18.2015 14:00 ub641_pg.php/Job No: 11298 Page 3 of 4 USER: WTR1 Account Number: 40832 / Name: GARDNER INVESTMENTS LLC / Billing Address: PO BOX 958 Kalispell, MT 59903 Location Code: 8000-1111 / Service Address: 201 United Dr, Kalispell, MT 59901 Transactions From: 08.18.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details SW-0 21.10 0.00 CHARGE 08.01.2014 10.01.2014 61 152 152 0 0 IR-0 109.55 0.00 CHARGE 08.01.2014 10.01.2014 61 800 861 61 0 WA-0 18.75 0.00 CHARGE 08.01.2014 10.01.2014 61 152 152 0 0 Payment 08.25.2014 08.25.2014 157.65 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 21.10 0.00 08.13.2014 09.12.2014 CHARGE WA-0 18.75 0.00 08.13.2014 09.12.2014 CHARGE IR-0 114.20 0.00 08.13.2014 09.12.2014 CHARGE MR-0 2.00 0.00 08.13.2014 09.12.2014 CHARGE MR-2 1.60 0.00 08.13.2014 09.12.2014 CHARGE ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.18.2015 14:00 ub641_pg.php/Job No: 11298 Page 4 of 4 USER: WTR1 Account Number: 40832 / Name: GARDNER INVESTMENTS LLC / Billing Address: PO BOX 958 Kalispell, MT 59903 Location Code: 8000-1111 / Service Address: 201 United Dr, Kalispell, MT 59901 Transactions From: 08.18.2014 To: 08.31.2015 Metered Services Averages/Totals SVC Code SVC No Total Usage Total Charges Average Usage Average Charge Total Demand Average Demand No Of Bills IR 112 233.60 19 38.93 0 0 6 MR 0 12.00 0 2.00 0 0 6 MR 2 0 9.60 0 1.60 0 0 6 SW 10 186.40 2 31.07 0 0 6 WA 10 142.90 2 23.82 0 0 6 Payments: 542 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.18.2015 14:01 ub641_pg.php/Job No: 11299 Page 1 of 4 USER: WTR1 Account Number: 36891 / Name: GARDNER LLC / Billing Address: PO BX 958 Kalispell, MT 59903 Location Code: 8000-1130 / Service Address: 237 United Dr, Kalispell, MT 59901 Transactions From: 08.18.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details Payment 08.17.2015 08.17.2015 103.01 0.00 0.00 0.00 0.00 69.53- Cash SVC Amount Tax Bill Date Due Date Type SW-0 16.88 0.00 08.10.2015 09.11.2015 CHARGE WA-0 15.00 0.00 08.10.2015 09.11.2015 CHARGE MR-0 1.60 0.00 08.10.2015 09.11.2015 CHARGE SW-0 41.72 0.00 UNAPPL WA-0 27.81 0.00 UNAPPL Cycle Bill 08.10.2015 06.03.2015 08.02.2015 09.11.2015 08.10.2015 33.48 0.00 0.00 0.00 33.48 33.48 Run: 8001 / No: 5 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 1.60 0.00 CHARGE 61 SW-0 16.88 0.00 CHARGE 06.01.2015 08.04.2015 64 203 203 0 0 WA-0 15.00 0.00 CHARGE 06.01.2015 08.04.2015 64 203 203 0 0 Payment 06.29.2015 06.29.2015 103.01 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 40.78 0.00 04.21.2015 05.15.2015 CHARGE WA-0 27.15 0.00 04.21.2015 05.15.2015 CHARGE MR-0 1.60 0.00 04.21.2015 05.15.2015 CHARGE SW-0 16.88 0.00 06.19.2015 07.17.2015 CHARGE WA-0 15.00 0.00 06.19.2015 07.17.2015 CHARGE MR-0 1.60 0.00 06.19.2015 07.17.2015 CHARGE Cycle Bill 06.19.2015 04.03.2015 06.02.2015 07.17.2015 06.19.2015 33.48 0.00 0.00 0.00 33.48 103.01 Run: 7868 / No: 5 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 1.60 0.00 CHARGE 61 SW-0 16.88 0.00 CHARGE 04.01.2015 06.01.2015 61 203 203 0 0 WA-0 15.00 0.00 CHARGE 04.01.2015 06.01.2015 61 203 203 0 0 Cycle Bill 04.21.2015 02.03.2015 04.02.2015 05.15.2015 04.21.2015 69.53 0.00 0.00 0.00 69.53 69.53 Run: 7710 / No: 5 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 1.60 0.00 CHARGE 59 SW-0 40.78 0.00 CHARGE 02.02.2015 04.01.2015 58 198 203 5 0 WA-0 27.15 0.00 CHARGE 02.02.2015 04.01.2015 58 198 203 5 0 Apply Credit 03.02.2015 03.02.2015 0.00 0.00 0.00 0.00 0.00 0.00 SVC Amount Tax Bill Date Due Date Type WA-0 0.25 0.00 02.20.2015 03.13.2015 CHARGE ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.18.2015 14:01 ub641_pg.php/Job No: 11299 Page 2 of 4 USER: WTR1 Account Number: 36891 / Name: GARDNER LLC / Billing Address: PO BX 958 Kalispell, MT 59903 Location Code: 8000-1130 / Service Address: 237 United Dr, Kalispell, MT 59901 Transactions From: 08.18.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details MR-0 1.60 0.00 02.20.2015 03.13.2015 CHARGE SW-0 1.85- 0.00 UNAPPL Cycle Bill 02.20.2015 12.03.2014 02.02.2015 03.13.2015 02.20.2015 55.11 0.00 0.00 0.00 55.11 0.00 Run: 7595 / No: 5 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 1.60 0.00 CHARGE 62 SW-0 31.22 0.00 CHARGE 12.03.2014 02.02.2015 61 195 198 3 0 WA-0 22.29 0.00 CHARGE 12.03.2014 02.02.2015 61 195 198 3 0 Payment 01.22.2015 01.22.2015 55.11 0.00 0.00 0.00 0.00 55.11- Cash SVC Amount Tax Bill Date Due Date Type SW-0 33.07 0.00 UNAPPL WA-0 22.04 0.00 UNAPPL Payment 01.12.2015 01.12.2015 62.32 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 36.00 0.00 12.10.2014 01.09.2015 CHARGE WA-0 24.72 0.00 12.10.2014 01.09.2015 CHARGE MR-0 1.60 0.00 12.10.2014 01.09.2015 CHARGE Cycle Bill 12.10.2014 10.03.2014 12.02.2014 01.09.2015 12.10.2014 62.32 0.00 0.00 0.00 62.32 62.32 Run: 7413 / No: 5 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 1.60 0.00 CHARGE 61 SW-0 36.00 0.00 CHARGE 10.01.2014 12.03.2014 63 191 195 4 0 WA-0 24.72 0.00 CHARGE 10.01.2014 12.03.2014 63 191 195 4 0 Payment 11.18.2014 11.18.2014 62.32 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 36.00 0.00 10.15.2014 11.14.2014 CHARGE WA-0 24.72 0.00 10.15.2014 11.14.2014 CHARGE MR-0 1.60 0.00 10.15.2014 11.14.2014 CHARGE Cycle Bill 10.15.2014 08.03.2014 10.02.2014 11.14.2014 10.15.2014 62.32 0.00 0.00 0.00 62.32 62.32 Run: 7261 / No: 5 SVC Amount Tax Amount Tax Table Type Read From Read To Days Prev Read Curr Read Cons'n Demand Description MR-0 1.60 0.00 CHARGE 61 SW-0 36.00 0.00 CHARGE 08.01.2014 10.01.2014 61 187 191 4 0 WA-0 24.72 0.00 CHARGE 08.01.2014 10.01.2014 61 187 191 4 0 ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.18.2015 14:01 ub641_pg.php/Job No: 11299 Page 3 of 4 USER: WTR1 Account Number: 36891 / Name: GARDNER LLC / Billing Address: PO BX 958 Kalispell, MT 59903 Location Code: 8000-1130 / Service Address: 237 United Dr, Kalispell, MT 59901 Transactions From: 08.18.2014 To: 08.31.2015 Transaction Type Posted Date Bill From Date Bill To Date Due Date Creation Date Tran Amount Tax Amount Penalty Amount Penalty Forgiven Total Account Balance Details Payment 09.10.2014 09.10.2014 91.16 0.00 0.00 0.00 0.00 0.00 Cash SVC Amount Tax Bill Date Due Date Type SW-0 55.12 0.00 08.13.2014 09.12.2014 CHARGE WA-0 34.44 0.00 08.13.2014 09.12.2014 CHARGE MR-0 1.60 0.00 08.13.2014 09.12.2014 CHARGE ---PAGE BREAK--- Print Transaction History THE CITY OF KALISPELL, MONTANA 08.18.2015 14:01 ub641_pg.php/Job No: 11299 Page 4 of 4 USER: WTR1 Account Number: 36891 / Name: GARDNER LLC / Billing Address: PO BX 958 Kalispell, MT 59903 Location Code: 8000-1130 / Service Address: 237 United Dr, Kalispell, MT 59901 Transactions From: 08.18.2014 To: 08.31.2015 Metered Services Averages/Totals SVC Code SVC No Total Usage Total Charges Average Usage Average Charge Total Demand Average Demand No Of Bills MR 0 9.60 0 1.60 0 0 6 SW 16 177.76 3 29.63 0 0 6 WA 16 128.88 3 21.48 0 0 6 Payments: 477 ---PAGE BREAK--- Appendix B: Kalispell Fire Chief Correspondence City of Kalispell Water & Sewer Facility Plan Update PN#15415005 ---PAGE BREAK--- 1 Andy Evensen From: Dave Dedman <[EMAIL REDACTED]> Sent: Wednesday, September 02, 2015 9:53 AM To: Andy Evensen Subject: RE: Kalispell Fire Demand Not to my knowledge. From: Andy Evensen [mailto:[EMAIL REDACTED]] Sent: Wednesday, September 02, 2015 9:52 AM To: Dave Dedman <[EMAIL REDACTED]> Subject: RE: Kalispell Fire Demand Thank you for the response, Dave. This is not for a specific development but the South Kalispell area in general. I understand that the fire flows will need to be evaluated on an individual basis once a specific development is planned for the area. We want to provide the City with a water main sizing that can meet the anticipated flows of the area. Granted, since we don’t have specifics on building size and type, this is difficult to do. Do you happen to know if there are existing mixed-us/commercial/industrial areas within Kalispell that require fire flows in excess of 4000 gpm? Andy Evensen PE KLJ - Kalispell [PHONE REDACTED] From: Dave Dedman [mailto:[EMAIL REDACTED]] Sent: Wednesday, September 02, 2015 9:36 AM To: Andy Evensen Subject: RE: Kalispell Fire Demand Andy, is this for a development? The 1500 GPM residential and 4000 GPM for commercial is a safe estimate. I have seen where 1500 GPM may not meet the need for some residential homes due to the size of the structure. We base our fire flows need using the IFC 2012 appendix B which list the minimum fire flows and durations for type and size of building. If it is a mixed use area then the higher fire flow needs will be required for the areas in question. I would need more information to feel comfortable answering any additional questions. From: Cec Lee Sent: Tuesday, September 01, 2015 12:43 PM To: Dave Dedman <[EMAIL REDACTED]> Subject: FW: Kalispell Fire Demand From: Andy Evensen [mailto:[EMAIL REDACTED]] Sent: Tuesday, September 01, 2015 12:39 PM Subject: Kalispell Fire Demand Good Afternoon Chief Dedman, I am working with the Kalispell Public Works Department to plan for and size water and sewer infrastructure in the South Kalispell area. Can you provide any guidance for what fire flows should be provided in residential, ---PAGE BREAK--- 2 commercial, industrial and mixed-use areas in Kalispell? I’m assuming 1500 gpm for residential and 4000 gpm for the other areas but wanted to make sure these are consistent with the Fire Department’s requirements. Thanks, Andy Evensen PE KLJ [PHONE REDACTED] Direct [PHONE REDACTED] Cell 1830 3rd Avenue East Suite 202 Kalispell, MT 59901-5578 kljeng.com